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MC-17-2793Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address ermii Issue Da Permit NO. MC-11-17-2793 Permit Type: Mechanical - Commercial Work Classification: Addition/Alteration Permit Status: APPROVED /30/2018 Expiration: 11/26/2018 Parcel Number Applicant 11300 NE 2 Avenue Number: Lehman Hall 1121360000050-24 Miami Shores, FL 33138-0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) THERMAL CONCEPTS INC Phone 954-472-4465 Cell Phone Valuation: $ 22,962.53 Total Sq Feet: 0 Tons: Additional Info: INSTALL 2 SUPPLEMENTARY MINI SYSTEM Classification: Commercial Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved: : In Review Type of Work: INSTALL 2 SUPPLEMENTARY MINI S Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $13.80 $10.33 $6.89 $4.60 $688.88 $9.00 $18.40 $751.90 Pay Date Pay Type Invoice # MC-11-17-65741 05/30/2018 Credit Card 11/27/2017 Credit Card Amt Paid Amt Due $ 701.90 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Ventilation Final Rough Rough Duct Duct Detector Test. Review Electrical Review Electrical Review Mechanical Review Mechanical 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 AF construction a T: I certify that all foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating thermoreffautho a the above -named contractor to do the work stated. A ' horized Sign r / Applica / Contractor / Agent May 30, 2018 Date Building Department Copy May 30, 2018 1 Miami Shores Village so\ 6S) Building Department 11 � 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 " 'TVED NOV _„ 2017 FBC 201 S7h Master Permit No. MC 219 3 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION 0 RENEWAL PLUMBING Q MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NW 2 Avenue Miami Shores, FL 33161 .— Nrs j 8 LJ kL o I id (1 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-000-0050 Occupancy Type: Is the Building Historically Designated: Yes Load: Construction Type: Flood Zone: BFE: OWNER: Name (Fee Simple Titleholder): BARRY COLLEGE Address: 11300 NE 2 AVE Phone#: NO X FFE: City: MIAMI SHORES State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: THERMAL CONCEPTS, INC. Address: 2201 COLLEGE AVENUE Phone#: 954-472-4465 City: DAVIE State: FL Zip: 33317 Qualifier Name: LAWRENCE D. MAURER Phone#: 954-472-4465 State Certification or Registration #: CAC039621 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 22,962.53 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration n New ❑ Repair/Replace ❑ Demolition Description of work: Install 2 supplementary mini split systems in room #202 and room #204 on the second floor of the Lehman Hall building. Specify color of color thru tile: �s Submittal Fee $ 5acc',c1 Permit Fee $ CF $ CO/CC $ Scanning Fee $ Radon Fee $ S' DBPR $ l U ‘ 53 Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ ( TOTAL FEE NOW DUE $(9Q ` , 9,(5 (Revised02/24/2014) Bonding Company's Name (if applicable) n/a Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this Y /die , 20 /7 , by Se..-1 +/ , who is personall known ..tn me or who has produced as v/ day of identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ****************************** APPROVED BY \ a�011111Ij f l!/j/ �* : 4,G �ti12B. <4;4%• IT- • �.,. m �c Sign. #FF�2033 • * Signature CONTRACTOR The foregoing instrument was acknowl •,�/� llt 111 101 �\\\,\\\ * t5 day of L.46wr44._ 6ue4r- , who is personally kn l•Lo to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ged before me this Seal: Plans Examiner ft , 20 l , by Print: \.�Gtl�ALA-, JUDITH RIVERA MY COMMISSION # GG069375 EXPIRES February 02, 2021 ************************************************ Zoning (Revised02/24/2014) Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-2136-000-0050 Property Address: 11300 NE 2 AVE Miami Shores, FL 33161-6628 Owner BARRY COLLEGE Mailing Address 11300 NE 2 AVE MIAMI SHORES, FL 33161-6628 PA Primary Zone 8200 SCHOOLS & CHURCHES Primary Land Use 7241 EDUCATIONAL/SCIENTIFIC - EX : EDUCATIONAL - PRIVATE Beds / Baths / Half 0/0/0 Floors 2 Living Units 66 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 623,362 Sq.Ft Lot Size 1,740,400 Sq.Ft Year Built 1954 Assessment Information Year 2017 2016 2015 Land Value $6,961,600 $6,961,600 $6,961,600 Building Value $38,439,360 $36,913,434 $33,497,476 XF Value $2,607,248 $2,628,780 $2,554,483 Market Value $48,008,208 $46,503,814 $43,013,559 Assessed Value $48,008,208 $46,503,814 $43,013,559 Benefits Information Benefit Type 2017 2016 2015 Educational Exemption $48,008,208 $46,503,814 $43,013,559 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 36 52 41 40 AC SE1/4 OF NE1/4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET Generated On : 11/27/2017 Taxable Value Information 2017, 2016 2015 County Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 School Board Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 City Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 Regional Exemption Value $48,008,208 $46,503,814 $43,013,559 Taxable Value $0 $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/27/2017 Current Principal Place of Business: 11300 N.E. SECOND AVENUE ROOM 105 FARRELL HALL MIAMI, FL 33161 Current Mailing Address: 11300 N.E. SECOND AVENUE ROOM 105, FARRELL HALL MIAMI, FL 33161 FEI Number: 59-0624364 Name and Address of Current Registered Agent: DUDGEON, DAVID 11300 NE SECOND AVE LAVOIE HALL #209 MIAMI, FL 33161 US 2017 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT# 711458 Apr 27, 2017 Entity Name: BARRY UNIVERSITY, INC. Secretary of State CC2519040112 Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Officer/Director Detail : Title S Title T Name DUDGEON, DAVID Name ZROSENTHAL, SUSAN Address 11300 NE SECOND AVE Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title D Title PD Name BUSSEL, JOHN Name BEVILACQUA, SISTER LINDA Address 11300 NE SECOND AVE Address 11300 NE SECOND AVE City -State -Zip: MIAMI FL 33161 City -State -Zip: MIAMI FL 33161 Title VP Name MURRAY, JOHN Address 11300 N.E. SECOND AVENUE City -State -Zip: MIAMI FL 33161 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: DAVID DUDGEON GENERAL 04/27/2017 COUNSEL/SECRETARY Electronic Signature of Signing Officer/Director Detail Date Stuart Office 2497 SE Dixie Highway Stuart, Florida 34997 0: 772.220.2365 F: 772.220.2273 OTHERMAL CONCEPTS HVAC • Refrigeration • Ductwork CAC039621 CSC046951 CGCA07936 Main Office 2201 College Avenue Davie, Florida 33317 0: 954.472.4465 F: 954.370.6410 Miami Office 444 Brickell Avenue Miami, Florida 33131 0: 305.940.0381 F: 786.391.3689 DATE: February 6, 2017 CLIENT: Barry University 11300 Ne 2nd Ave ATTN: FACILITIES MANAGER Miami Shores, F133161 Phone: 305-986-4751 Fax: PROPOSAL: 00020858 Barry University 11300 Ne 2nd Ave Miami Shores, FI 33161 CONTACT: Gene Wojtynek We propose hereby to furnish material and labor, complete in accordance with specifications below for the sum of Twenty -Two Thousand Nine Hundred Sixty -Two And 53/100 Dollars. • BID#20858 • Installation of two supplementary mini split systems in room#202 and room#204 on the second floor of the Lehman Hall building. • Install two ceiling Cassettes EMI IVERTER M/N#CASH24DAA • Installation of two unit stands on the roof for two condenser units. • New condenser units shall be EMI IVERTER M/N#SZ1H24DAA • Insulation of two condensate pumps and pump up to roof. • Electrical from electrical panel to new equipment included • Crane service included. • Permit cost included. TOTAL BID: (Twenty -Two Thousand Nine Hundred Sixty -Two And 53/100 Dollars) $22,962.53 Payment to be made as follows: NET 30 DAYS Acceptance of Proposal This proposal may be withdrawn if not accepted by March 30, 2017. The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as stated above. Dede SeA Account Manager THERMAL STANDARD TERMS, CONDITIONS AND EXCLUSIONS ARE PART OF THIS PROPOSAL. Customer Initial THCERI\RL CONCEPTS H VAC • Refrigeration • Docituork 2201 COLLEGE AVE., DAVIE, FLORIDA 33317 DADE (305) 940-0381 • SWRD (954) 472-4465 FAX (954) 370-6410 CACO 39621 • CSCO 46951 • CGCA 07936 JOB L k-kMA� ` SHEET No. of Job No. CALCULATED BY DRAWN BY SCALE DATE i`ck 02 MieC SA24cAssert‘D .•• r^P II' II; 1; (-,Niv\*20kt II; viio s vie ce‘Ligv CAssmE • • • • • • •• • • •••• • •• . ••• •• • • ••• •• •• • • • ••• • • • • • • • • •• • ••• • • • •• • JI REC.C1Gt5AT1ON) L t3ES • • • • .•• • • • • 1HNRL CONCEPTS HVAC • Refrigeration • Ductwork 2201 COLLEGE AVE, DAVIE, FLORIDA 33317 DADE (305) 940-0381 • BWRD (954) 472-4465 FAX (954) 370-6410 CACO 39621 • CSCO 46951 • CGCA 07936 Roo JOB _ E- 1WJS t.A_ 7aLzn SHEET No. of Job No. CALCULATED BY DRAWN BY SCALE DATE • • • • • • •• • • • •• • • • • •••••• • ••• • • • •••• • •• Oj3S \) Cv MtMIA0S2A t24t • • • • • • • • • • • Single - Zone Systems 208V-230V 9-24K oel4` oo 1a' .' GISFID9D ' • SH'1�2D ��'e SHi%8D .: CAS 2''D , Ou •door r:: •i,:SZ.• • e9D SZ4 •12D S 18D SZIFI.24D ; : Power Supply V-Hz-Phf 208-230V-60Hz, 1Ph 208-230V-60Hz, 1 Ph 208-230V-60Hz, 1Ph 208-230V-60Hz, 1 Ph Nominal Capacity Btu/h 9000 12000 18000 24000" EER Btu/w 13.0 14.0 12.5 12.5 Cooling SEER Btu/w 20 21.5 20 20 Capacity Btu/h 10000 12000 18000 ; • •.24400 Heating HSPF4 Btu/w 10.5 10.5 •1A.3 : • .10.5" • I. Low Temperature Capacity ( 7F) Btu/h 7962 7425 13854 • 17045 • • • • . Low Temperature Capacity (-5F) Btu/h 5408 4923 8N92 • •• •••• • • . "• 9652 • • Operating Range Outdoor Unit Cooling (-13°F- 122°F) (-13°F- 122°F) (-133F•.1i°�) • •. •••.• •. j-13°F-122°F)•.: Heating (-13°F - 86°F) (-13°F - 86°F) . (-131 - 86'F) • • (-15•F - 86°F)• • • •; .. • Indoor air flow (Hi/Mi/Lo) CFM 374/301/257 379/309/261 560 TBD/IBD • . . : • •1t5/1 BD/573. .•• Indoor noise level (Hi/Mi/Lo) dB(A) 41/37/33 43/39/36 44/39/36 •''.51:47/43 • ••... Indoor Unit Dimensions (W*D*H) inches 227/6x227/16x101/4 227/6x227/16x101/4 227/16x227/16x101/4 35 7/16x 35 7/16 x 8 9/16 Dimensions (W*D*H) • .... mm . 570 x 570 x 260 570 x 570 x 260 . . :.. , 570 x 570 x 260 . ..... .. 900 x 900 x 217 Weighty Lbs 38.5 41 412.5 54:5 Outdoor Unit Dimensions (W*D*H) inches 30 5/16x 11 13/6x 217/6 31 1 x 131/4x 21 13/16 331/4x 145/6x 27 5/8 371/4x 16 9/16x 31 7/e Dimensions (W*D*H) Min770 x 300 x 555 ,800 x 333 x 554 , 845 x 363 x 702 :. 946 x 420 x 810 , Weight . Lbs ._ '31.5 :.. ,.. " 40 491 66.8 Indoor Unit Facia Dimensions (W*D*H) inches 28'/ x 28%x 4 73/16 28% x 28'/ x 413/16 281/ x 281/ x 413/16 40 3/4x 40 3/4 x 3 9/16 v. ' *'* Dimensions (W D H) ;mm � • 715x715X123 715x715x123 :71Sx715x123,. 1035x1035x90 , Refrigerant Piping 9 P 9 Liquid side/Gas side ,,9 . • mm ," (inch) 6 35 x 9.52 ;. (1/a" X3/8) ", 6.35 x 12.7 .:2 (�': X3/8").' 6.35 x 12 7 . (W x1/2 ), .:,; "' 9.52 x 15.9. • (3/8 X5/4 < ;... Compressor RLA 5.5. 68 " ; 10 12 Outdoor Fan 0.4.. :., 0.4 ".. • Indoor Fan •'RLA •0.9; 10 ; 1.5 ; , 2 Min Circuit Ampacity •Amps 10.. 12 15 18 Max Fuse Size Amps 15 15 20 25 ThermostatType a Standard Supplied with unit " . ., .- • .. _, , , ". , , . , :, .. Handheldi...'Handheld Remote Control ". .` , Remote Control . Handheld Remote Control -; Handheld' • ... Remote Control .. Thermostat Type - Optional Wired Wall - Purchase separately Wall Thermostat Wall Thermostat Wall Thermostat Wall Thermostat •• • •. • •• • • • • • .•• • • • Page 4 PN 615000187 Rev A (10/05/2016) CASHO9D, CASH12D, CASH18D SZ1H12D 28% [715m m] 101/4" [260mm] 227A6 " [570mm] 28 %8" 227/16 " [570mm] 403/4" [1035mm] 40 3/4" [1035mm] f 8 9/16" [217mm] SZ1H09D 21 7/8 " [555mm 1 1 13/16." [300mm] 357A6" [900mm] 30 5/6" [770mm] yr 4 13/16 u [123mm] 35 7/16" [900mm] 3 9/,6" . [90mm] 31 1/2" [800mm] c.D 131/8' [333mm] SZ1 H18D Page 5 27 5/8 " [702mm] 311/2" [$00mn�] . . . • • • •• • • •.0••.a • • • • may .• • • • ••• •••v(( ,• • •r. •• • • • • • • • •• • • ••• • • • •• • • ••• . -J . • • • L.d • • • 331/4 [845mm]• •••• • • • 145/16 " [363mm] 31 7/8" [810mrr c.� 169/16' [420mm] i 33%" [845mm] 371/4" [946mm] 371/4 " [946mm] Niv b15000187 Rev A (10/05/2016) Handheld Remote Controller Every EMI System comes with an easy to use handheld remote so you can adjust your comfort level at the touch of a button. - Enabling "Follow Me" Technology. When "Follow Me" mode is activated, the system switches from air handler - mounted room temperature sensor, to the sensor inside of the infrared handheld remote control. The unit conditions the space where you are, with the remote close at hand. - Enabling Timer Modes - On a schedule? Control variety of settings with precision through the Timer Mode. Never worry about arriving to a cold home again. If the system stops due to power outage, it will automatically restart to its last setting when the power comes back. Optional Wired Wall Thermostat Instead of a hand-held remote controller, the unit can be wired to I-verter wall mounted thermostat. • • . • • • • •. • •• • ONIOFF.I MOD c 'usta+ -.. - TEMP FANSLCI j (111.1iTt Orr s , (r111 DIRECT• -.••• • • • •• • • • • • • • .. • . . • • • •• • • • •• • • • • • • • • •• NOTICE: Due to ongoing product development; design, specification and performance data listed within this submittal document are subject to change without notice. Visit our website enviromaster.com for the most current performance data or consult the factory. C) ECR international 7928 A Family of Healing Er Cooling Brands. ECR International, Inc. 2201 Dwyer Avenue, Utica NY 13501 Phone: 800.325.5479 Web: enviromaster.com Page 6 PN 615000187 Rev A (10/05/2016) i Ai! PANEL L2 2P 30A Electrical PNL- L2 Room / 200A 120/208V 3PH To Elec. Rm. PANEL L2 CIRCUIT DIRECTORY 1 RECEPTACLES 2 IA/C ARCHIVES ROOM 201 E 3 5 7 9 RECEPTACLES RECEPTACLES RECEPTACLES RECEPTACLES 4 IA/C ARCHIVES ROOM 201 E 6 8 10 11 13 15 17 19 ,21. RECEPTACLES RECEPTACLES RECEPTACLES RECEPTACLES RECEPTACLES RECEPTACLES 12 14 16 18 20 22 RECEPTACLES RECEPTACLES RECEPTACLES CONFERENCE RM LIGHTS RECEPTACLES RECEPTACLES RECEPTACLES RECEPTACLES 1410445 RECEPTACLES EF 5 3/4 HP 23 RECEPTACLES 24 25 AN 16, 18, 15, 22 26 EF 5 3/4 HP *312 27 29 31 33 35 37 COPY MACHINE COPY MACHINE A/C ARCHIVES ROOM 201 A/C ARCHIVES ROOM 201 COPY MACHINE RM 312 28 30 32 34 MICROWAVE/COFFEE RM 312 36 38 39 41 RECEPTACLES RM 313 RECEPTACLES 40 42 SMALL APPLIANCE SMALL APPLIANCE RECEPTACLES RECEPTACLES REFRIGERATOR ICE MAKER RECEPTACLES RECEPTACLES Condenser Roof 3rd FI 30A 2P Non -fused disconnects Condenser [_• h 2, #10 1, #1 OGr 1/2" C 2nd FI FAN COIL UNITS 6151 Pembroke Road Hollywood, FL 33023 PH: (954) 989-7162 1r 1 iiOTfE Project Name and Address Barry Lehman Hall Archives AC project 11300 NE 2nd Ave Miami Shores, FL 33161 General Notes Provide 2, 2 pole 30A circuits for 2, mini split AC units in the archives rooms on the ?nal•floor of the:j ehrnan 5Q 1ing'•••1 State of Flo.+ri�d'o1 • • • • : • • • County of $ro4aoro, • a •••., •••• • • • • • Sworn toy�-►►e�nd g ibscribtd before n• om the �j Sc' �'f • p"'ri\ :7:a°\ ••. Wolin Public My Commissl • • • • •• •• • • • • •a • • • • • • • • • • • l.iri• •A CYNTHIA ROSALES MY COMMISSION!? FF246885 EXPIRES: September T, 2019 h Bonded Thu NogryPubrocUMearMers • Project: Sheet: Date: 1 of 1 Scale: NTS 1 (ALUMINUM STAND FOR MECHANICAL UNITS) 1-(MAX. SIZE A/C ERNDEDEPTH SIGN SCHEDULE) --I : NON-HVHZ USE ONLY A/C UNIT DEPTH A/C UNIT (SEE DESIGN SCHEDULE ON SHEET 4&5 FOR A/C UNIT SIZES AND WEIGHTS) STAND DEPTH L--- PER DESIGN SCHEDULE , 2 TOP OF ROOF FINISH 4 ANCHORS PER PLATE (SEE ANCHOR SCHEDULE FOR ANCHOR SPECS) 2) 1/4-20 THRUBOLTS TO INTERLOCK SQUARE TUBING OOF HOST STRUCTURE BASE PLATE "STD/HD" ASSEMBLY ELEVATION SCALE: 1"=1'-0" END ELEVATION UTILIZE NEXT -HIGHEST STAND HEIGHT FOR LARGER ROOF THICKNESS. FOR ROOFING WITHOUT INSULATION OMIT 3" THICKNESS AND UTILIZE CLEAR HEIGHT FROM FINISHED FLOOR. SPECIAL CONDITIONS REQUIRE SITE -SPECIFIC ENGINEERING. A/C UNIT DEPTH /C UNIT HEIGHT REF. CONFIGURATION DETAILS STAND WIDTH & LEG SPACING PER CONFIGURATION DETAILS A/C UNIT WIDTH MC 11 -21q U n) 0 U) F 0 0 m 0 LI 0 n- a CC w 0 uJ LL w 0 z LL 0 0_ LU O p LU F- C3 Ll U z � w 7 0 m 0 J hTOP_OF ROOF FINISH 3" MAX. ASSUMED 4 ANCHORS ROOFING PER PLATE THICKNESS (SEE ANCHOR SCHEDULE FOR ANCHOR SPECS) STATE AND COUNT r_ (MAX. SIZE PER SCHEDULE) OOF HOST STRUCTURE © BASE PLATE RAILS MAY BE SPACED AT 24", 36", 48" ONLY, CENTERED ABOUT FIXED FRAME "FIXED" ASSEMBLY ELEVATION' SCALE: 1"=1'-0" l In Lu 2 1- m .. Z LI- w 1. a ZN a x Z7 In Lu < -J U LU I - al!) u)Ce`-' w a END ELEVATION T J 3" MAX. ASSUMED ROOFING THICKNESS USER NOTE: 111111SIUJa /i/ THE FOLLOWING: AS A CERTV1\ TI(�1 ii THIS DOCUMENT SHALL BE USED 40 GROUND MOUNTED A/C STAND INST 'S FOR Q GROUND MOUNTED INSTALLATIONS A er.+T5E , HIS DOCUMENT CERTIFIES ALLOWABLE UN /S A NDNN�� QQ CONFIGURATIONS AND PROVIDES (3) CtE IdN TAgL'ES60R 9 THE ALLOWABLE EXPOSURE CATEGORI CiO3t D) FOR GSE WITH INSTALLATIONS WITHIN A 'WIND ZOMB EQU/ST OF .a Vult=175 MPH OUTSIDE THE HVHZ (14130 A ITY Q' .• /W HURRICANE ZONE) ONLY. _ °A. • 0 RV°•• ROOF -TOP MOUNTED A/C STAND INSTA� IP F�O$�����,, • ROOF -TOP INSTALLATIONS (UP TO 100 FT MA 111�11`• DOCUMENT CERTIFIES ALLOWABLE UNIT/STAND 1f1 CONFIGURATIONS AND PROVIDES* (3) DESIGN TABLES FOR THE ALLOWABLE PRESSURE OF EACH CONFIGURATION. THE ALLOWABLE WIND PRESSURE FOR EACH CONFIGURATION CAN BE CROSS REFERENCED WITH THE "WIND LOAD DESIGN PRESSURE FOR ROOF -TOP MOUNTED UNITS" TABLE IN ORDE t . • • TO DETERMINE THE ALLOWABLE MRH OF THE SUPPORTING • • • STRUCTURE AND THE ALLOWABLE EXPOSURE CATEGORY (C • • • • • • OR D) FOR USE WITH INSTALLATIONS OUTSIDE THE HVHZ • WITHIN A WIND ZONE EQUAL TO Vult=175 MPH. GENERAL NOTES MILAR ZTAND DEPTH SPREAD OR FIXED ASSBLY OPTION i- -- 2.500" -� l _J 1 0.094" 0.555" _r_O 188" 7 t- 1.375" -{ RAIL (I -BEAM) 0 0 0 ri 6"=1'-0" 1/4" THICK (, 7 8" J (TYR) 7/8" . TYP.) B1 (SEE SCHED.) TUBE AT CENTER OF P1 (REF. TABLE),/PLATE (SEE 45° 0 DETAIL 2/3) T R / w 0.156" CO 0.250" 1-- tl (SEE SCHED.) II �ww m In 1 CROSSMEMBER OUTER TUBING 6"=1'-0" 0 1 0.156 0.250" 4 I--1.500" --� f- 0.250" 2.000" Tj C-CHANNEL 6"=1'-0" B2 (SEE SCHED.) BASEPLATE -HOLE FOR ANCHOR WITH 6"=1'-0" DIAMETER 16" LARGER THAN ANCHOR DIAMETER 0.750" TYP. )i4-20xW" GALV. BOLT 111/1 t2 (SEE SCHED.) m N U In �I CROSSMEMBER INNER TUBING 6"= l'-0" O.D. (SEE SCHED.) 6"=1'-0" THK (SEE SCHED.) • • • • • • ..•• 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED Ili • • ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH EDITION (2014)•FO&dJSE OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE ONLY . 2. MAXIMUM DIMENSIONS AND WEIGHT OF MECHANICAL UNITS SHAIZ • • CONFORM TO SPECIFICATIONS STATED HEREIN, MINIMUM 100LB OR MAXIMUM AS LISTED HEREIN. • • 3. CONTRACTOR SHALL ENSURE THAT EACH INSTALLATION ASSEMBLt rI T THE MINIMUM CLEARANCE HEIGHT PER FBC SECTION 1509.6.5 FOR NON-HVHZ APPLICATIONS. 4. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 5. REACTION FORCES LISTED FOR USE WITH HOST STRUCTURE VERIFICATION ARE CALCULATED USING ASD METHODOLOGY. DESIGN PROFESSIONAL OF RECORD SHALL VERIFY APPLICABILITY AND/OR ADDITIONAL FACTORS FOR USE WITH HOST STRUCTURE VERIFICATION. 6. ALL FASTENERS TO BE #12 SAE GRADE 5 CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL (UNLESS NOTED OTHERWISE) AND SHALL COMPLY WITH 13.1, SPECIFICATIONS FOR ALUMINUM STRUCTURES, THE ALUMINUM ASSOCIATION,INC.,'FBC R4406.1.8 IN ADDITION TO APPLICABLE FEDERAL,STATE, AND LOCAL CODES. STAINLESS STEEL FASTENERS SHALL BE ASTM F593 316 SS COLD WORKED CONDITION. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR ALL SCREW CONNECTIONS. 7. ALL EXTRUDED MEMBERS SHALL BE ALUMINUM ALLOY TYPE 6061-T6. 8. ALL EXISTING CONCRETE SUBSTRATE SHALL HAVE MINIMUM Pc COMPRESSIVE STRENGTH OF 3000 PSI (4" MIN. DEPTH) AS VERIFIED BY OTHERS. 9. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH FBC SECTION 2003.8.1.3 & 2003.8.1.4 WITH WELD FILLER CONFORMING TO THE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A, TABLE J.2.1. SUGGESTED WELD FILLER: 5356 ELECTRODES. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES, QUALITY AND METHODS OF CONSTRUCTION AS SET FORTH IN FBC SECTION 2003.2 AND THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE -ALUMINUM (D1.2). MINIMUM WELD IS K" THROAT FULL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 11. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al, INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 13. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 14. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 15. AC STANDS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER FRAME ASSEMBLY CONTAINING THE FOLLOWING: PRECISION ALUMINUM, MIAMI FLORIDA FLORIDA BUILDING CODE APPROVED FRANK L. BENNARDO, P.E. PE# 0046549 0 t0 N Z o 'ice o ® wmmuf Cu .-.4 wU WM 2DLL y ZW oW=na� ~>a"W 0 g<u.i a ,z OL �m EzZo W �N� DWt O .--ILaZ• . .� �in ce 6.. "3 O w • w • •to0 • • • • • •• VI • • O•• O.. M LL. H U co � � 0 J M Lu Z w O t-i V a •a •N • • • • IP• • :�i• ••:•>:: • -, O Z vi O as Q G U 0 a a Z N � � O azz. z 0 w m LL N 0 10 0 t� LT I COPYRIGHT ENGINEERING EXPRESS• 15-2480b 1 SCALE: of IB NON-HVHZ USE ONLY FRANK L. BENNARDO, P.E. PE# 0046549 uwzweui o - :4 pm i 700 LB MAX, L 100 LB MIN. WEIGHT X x 1}}1 #M 6'-0" M\\X STAND/WIDTH STAND CONFIG T350 LB MAX, = 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT fM t1 P1 EQ 6' 0" MAXMf AX } }--w - 2 STAND CONFIGURATION TYPES & COMPONENT SCHEDULE NOTE: USE ANY COMBINATION OF UNITS TO FIT STAND PER MANUFACTURER'S REQUIREMENTS. THE NUMBER OF UNITS MAY BE LESS THAN SHOWN, BUT MAY NOT EXCEED CONFIGURATION LIMITS AS SHOWN. WHEN USING MULTIPLE SIZES ON ONE STAND, UTILIZE MAXIMUM UNIT SIZE TO DETERMINE ALLOWABLE DESIGN FROM DESIGN TABLES. ATION A }—w-I 350 LB MAX, 100 LB MIN. WEIGHT F Z� a <w cn Z f-• EQ. 9' 0" MAX 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 350 LB MAX, 350 LB MAX, 350 LB MAX, 100 LB MIN. 100 LB MIN. 100 LB MIN. 100 LB MIN. WEIGHT WEIGHT WEIGHT WEIGHT EQ. EQ EQ —~EQ 12 0" MAX W� 350 LB MAX, 350 LB MAX, 350 LB MAX, 350 LB MAX, 350 LB MAX, 100 LB MIN. 100 LB MIN. 100 LB MIN. 100 LB MIN. 100 LB MIN. WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT 15'-0" MAX 350 LB MAX, 350 LB MAX, 100 LB MIN. 100 LB MIN. WEIGHT WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT' 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT f EQ.-+r EQ.—.4--EQ._1 EQ.-1--EQ.--1--EQ, f 27'-0" MAX MAINTAIN ALL LEG SPACING/UNIT CONFIGURATIONS AS SHOWN [TWO LEG PAIRS PER UNIT - i.e. (6) UNITS OVER (7) EQUALLY SPACED LEG PAIRS] STAND CONFIGURATION B 1 NOTE: A/C UNITS WITHIN STAND TYPES MAY BE COMBINED BY USING MAX ADDITIVE WEIGHTS AND WIDTHS;ALL HEIGHT VALUES SHALL REMAIN AS SHOWN HEREIN 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT ...IS EQUIVALENT = TO.... 1 2 x W1--I 700 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT e I--- 6' 0" MAX --I 1—w —1 T = Z0 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT M EQ. 9' 0" MAX 350 LB MAX, 350 LB MAX, 350 LB MAX, 350 LB MAX, 100 LB WEIGHT 100 W IGHTN 100 WE GHTN 100 WE GHTN Z = e a a C7 w I12 0" MAX 0 w uI �—w- 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 350 LB MAX, 100 LB MIN. 100 LB MIN. WEIGHT WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT r1 t EQ.-1—EQ.--1---EQ.-1---EQ.--1 Q —1—EQ —EQ —EQ -j 15'-0" MAX 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX 100 LB MIN WE GHT� G • 27'-0" MAX MAINTAIN ALL LEG SPACING/UNIT CONFIGURATIONS AS SHOWN [ONE LEG PAIR PER UNIT - i.e. (6) UNITS OVER (6) EQUALLY SPACED LEG PAIRS] 350 LB MAX, 100 LB MIN. WEIGHT EQ. 1 350 LB MAX, 100 LB MIN. WEIGHT i STAND CONFIGURATION C STAND TYPE/COMPONENT SCHEDULE PART DESCR. STAND TYPE HD/FIXED STD O OUTER TUBE SIZE (B1 x B1 x t1) 1.5" x 1.5" x 0.093" 1.25" x 1.25" x 0.093" O OUTER TUBE SIZE (B1 x B1 x t1) 2.00" x 2.00" x 0.095" N/A 2.1 INNER TUBE SIZE (62 x 82 x t2) 1.25" x 1.25" xx 0.125" 1.00"x 1.0 1.0 0" x 0.125" O(OD POST SIZE X THK) 1.9" x 0.145" 1.5" x 0.090" OSIZE BASEPLATE (P1XPl) 5" X 5" •4" X 4" UP TO 24" STAND HT •5"X5"FOR 30" STAND HT LEGEND: • "HD"= HEAVY DUTY • "STD" = STANDARD 2* SHALL BE UTILIZED FOR FIXED ASSEMBLY ONLY STAND TYPE/COMPONENT SCHEDULE 350 LB MAX, 350 LB MAX, 350 LB MAX, 350 LB MAX, 100 LB MIN. 100 LB MIN. 100 LB MIN. 100 LB MIN. WEIGHT WEIGHT WEIGHT WEIGHT EQ. 120"MAX EQ. • • • • • •• • SCHEDULE 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 0 Nw 1 1 EQ. }—w—{ —EQ. } EQ. 15'-0" MAX 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT EQ. � 27'-0" MAX MAINTAIN ALL LEG SPACING/UNIT CONFIGURATIONS AS SHOWN [ONE LEG PAIR LESS THAN TOTAL NUMBER OF UNITS - i.e. (6) UNITS OVER (5) EQUALLY SPACED LEG PAIRS] 350 LB MAX, 100 LB MIN. WEIGHT 350 LB MAX, 100 LB MIN. WEIGHT 1—EQ. 4 STAND CONFIGURATION D • • • • • • • • • • • • • •• •• • • • • • • • • •• •• • 8/12'8/2'015 Offer, • • •• (A • • O•• 1-1 a M =• ice U - - M Z u°C1 O o (1) W a ti •N ••••10▪ • • --I. • -j • O tri ▪ O a • a aro • a 0. Z N 'd J = v a Z 0 W COPYRIGHT ENGINEERING EXPRESS° 15-2480b OF IB SCALE: MECHANICAL STAND EXAMPLE: GROUND & ROOF -TOP MOUNTED UNITS ROOF TOP MECHANICAL UNIT STAND EXAMPLE: DESIGN CONDITION: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT 30" TALL x 30" DEEP x 30" WIDE, 350 LB MAX WEIGHT BEING INSTALLED OUTSIDE THE HVHZ WITH THE FOLLOWING CRITERIA: • NUMBER OF LEG FRAMES= • STAND HEIGHT= • STAND DEPTH= • HOST STRUCTURE TYPE= (2) FRAMES (4 LEGS) 24" HEIGHT 36" STAND DEPTH SPREAD 3,000 PSI CONCRETE (4" MIN. DEPTH) PROCEDURE RESULT DETERMINE STAND CONFIGURATION TYPE ON SHEET 2 1) UNIT PER (2) LEG FRAMES OPTION FALLS WITHIN CONFIGURATION :TYPE A, SHEET 2 2 LOCATE DESIGN SCHEDULE FOR 36" ROOF TOP STAND DEPTH SPREAD DETERMINE WHICH TYPE OF STAND COMPONENTS APPLY DETERMINE THE MAXIMUM ALLOWABLE LATERAL & UPLIFT WIND LOADS DETERMINE PERMISSIBLE ANCHOR TYPES AND VERIFY HOST STRUCTURE TYPE DETERMINE THE ALLOWABLE MOUNTING HEIGHT > & WIND EXPOSURE CATEGORY FOR USE OUTSIDE THE HVHZ. SCHEDULE CAN BE FOUND ON SHEET 4 THE 30" STAND DEPTH DESIGN SCHEDULE PROVIDES VALUES FOR "HD" STANDS ONLY FOR A 30"W x 30"D x 30"H UNIT ON AN 24" STAND HEIGHT WITH CONFIGURATION TYPE A, THE ALLOWABLE WIND LOADS ARE AS FOLLOWS FROM SHEET 4: • ALLOWABLE LATERAL WIND LOAD: 103.3 PSF ALLOWABLE UPLIFT WIND LOAD: 51.6 PSF UTILIZE ANCHOR TYPES FROM DESIGN SCHEDULE ASSOCIATED WITH THE ALLOWABLE WIND VALUES DETERMINED IN STEP 4. FOR THIS EXAMPLE, ANCHOR TYPES 1 OR 2 MAY BE APPLIED. FOR THIS EXAMPLE UTILIZE ANCHOR TYPE 1 FOR CONCRETE HOST STRUCTURE TYPE. INSTALL STANDS PER ANCHOR SCHEDULE AND DETAILS AS ILLUSTRATED ON SHEET 5. USING SHEET 5, AND THE STAND CONFIGURATION ALLOWANCE FOR A LATERAL LOAD OF 103.3 PSF AND UPLIFT LOAD OF 51.6 PSF FROM ABOVE: • THIS CORRESPONDS TO AN INSTALLATION ON A ROOFTOP WITH A MEAN ROOF HEIGHT UP TO 15 FT MAX & WIND SPEED OF 175 MPH WITH AN EXPOSURE 'C' OR 120MPH EXPOSURE 'D' UP TO 60' MRH GROUND MOUNTED MECHANICAL UNIT STAND EXAMPLE: DESIGN CONDITION: CONSIDER THE INSTALLATION OF (2) MECHANICAL UNITS 30" TALL x 30" DEEP x 30" WIDE, 350 LB MAX WEIGHT, BEING INSTALLED WITH THE FOLLOWING CRITERIA: • NUMBER OF LEG FRAMES= (3) FRAMES (6 LEGS) • STAND HEIGHT= 30" HEIGHT • STAND DEPTH= 36" STAND DEPTH SPREAD DOWN TO 30" • HOST STRUCTURE TYPE= 3,000 PSI CONCRETE (4" MIN. DEPTH • 120MPH EXPOSURE 'C' INSTALLED CONDITION 2 PROCEDURE: DETERMINE STAND CONFIGURATION TYPE ON SHEET 2 LOCATE DESIGN SCHEDULE FOR 36" ROOF TOP STAND DEPTH SPREAD DETERMINE WHICH TYPE OF STAND COMPONENTS APPLY DETERMINE THE LATERAL FORCE CAPACITY ACTING ON THE UNITS FROM THE 24" MIN. DESIGN SCHEDULE ON SHEET 4 DETERMINE IF THE MAXIMUM ALLOWABLE UNIT PRESSURE IS OK FOR THE 120 B INSTALLATION REQUIREMENT DETERMINE PERMISSIBLE ANCHOR TYPES AND VERIFY HOST STRUCTURE TYPE 30" RESULT: 350 LB WEIGHT 350 LB WEIGHT (2) UNITS PER (3) LEG FRAMES OPTION FALLS WITHIN CONFIG. TYPE B, SHEET SCHEDULE CAN BE FOUND ON SHEET 4 THE 36" STAND DEPTH DESIGN SCHEDULE PROVIDES VALUES FOR "HD" STANDS NLY FOR A SQUARE 30"W x 30"D x 30"H UNIT ON AN 30" STAND HEIGHT WITH CONFIGURATION TYPE B, FROM SHEET 4 FIND AN ALLOWABLE INSTALLATION LATERAL PRESSURE OF 31.9PSF FROM SHEET 5, WIND LOAD PRESSURES FOR GROUND MOUNTED UNITS TABLE, FIND FOR SQUARE UNITS THAT THE DESIGN PRESSURE FOR 120MPH EXPOSURE 'B' CONDITION IS 16.7PSF WHICH IS LESS THAN THE MAX ALLOWABLE PRESSURE FOR THIS EXAMPLE UNIT OF 31.9PSF APPROVED UTILIZE ANCHOR TYPES FROM DESIGN SCHEDULE ASSOCIATED WITH THE ALLOWABLE WIND VALUES DETERMINED IN STEP 4. FOR THIS EXAMPLE, ANCHOR TYPES 1 OR 2 MAY BE APPLIED. FOR THIS EXAMPLE UTILIZE ANCHOR TYPE 1 FOR CONCRETE HOST STRUCTURE TYPE. INSTALL STANDS PER ANCHOR SCHEDULE AND DETAILS AS ILLUSTRATED ON SHEET 6. NON—HVHZ,,616€a.4,[V LY • Ett OCTANO CMIFl.,IR.TM OSIAMO COY.NOIRATVM • • • • • • •• • ESEGS SCNEDUEE- 1E' STAND NMI CONFIGURATIONS (STD &NO): SHEET 4 OeSIGNSo.DU1.E-N. STAND DEPTH C 0TG TICNS(DGn CNN): ME ��,,}�I,, �'`'NNXEf PF.•llEf Fif�%,lS3Fl liF7 E87 EiH r-I - iavioi a i arii tti RES WRRODE-TOY MOUN.EO �N DENGN YRESEURES mAAA F,TNOIOUOMO"i"OIRaR (SHEET 5 ) - ANCHOR SCHEDULE DySs%iCES • • • • • •••• • • • •• • • • • • •• • FRANK L. BENNARDO, P.E. PE# 0046549 • • • •• • • ,•y • • • 0••• 0 M ii - 0 Z w O U LU 0 0 N a N •N ••••W 0 4 b 0 N Q 9 I si 8 COPYRIGHT ENGINEERING EXPRE55° 15-2480b SCALE: J FRANK L BENNARDO, P.E. PE# 0046549 r I cTrr I C`r'LJC111 11 I '1 i111 NON-HVHZ USE ONLY ,,,�111111IJ/11, w-L�.71V1-Y•--..:7`.1-IL�LJVLL - L'"? I-'IlIV. ..7-I! IMLJ LJLI' IR--l:,IJIVr1VU1'CH11IJIVJ lJ I L) bl nu); ROOF "MOUNT APPLICATION `.�` ..f Jfj%A�,! LOAD TRANSFER INFORM •, • _ .,TH►yfl�]]�►' STRUCTUREV,pKI .•• cki INS.;•., 0 1 ••' MAX. UNIT DIMENSIONS STAND HEIGHT ALLOWABLE WIND PRESSURES; "HD" STAND ONLY ALLOWABLE WIND PRESSURES; "STD" STAND MAX. BASE MOMENT (M) ('V' MAX. BP3E* SHEAR �)�' _ ���'•.•• ' No. 46 i MAX. BASE* I. UPLIF[(� STE A% 549 •' MAX. BASE'* AVITY; OF •( OQ.t .'�• <(1 (W) (D) (H) CONFIG: A CONFIG: B CONFIG: C CONFIG: D CONFIG: A CONFIG: B CONFIG: C ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1, 2, 3 OR 4 ANCHOR TYPES: 1, 2, 3 OR 4 ANCHOR TYPES: 1, 2, 3 OR 4 LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) 24" 24" 24" 18" 214.4 PSF 107.2 PSF 125.1 PSF 62.5 PSF 107.2 PSF 53.6 PSF 80.6 PSF 40.3 PSF 91.8 PSF 45.9 PSF 53.6 PSF 26.8 PSF 45.9 PSF 22.9 PSF 246.9 LB -FT 241.2 LB �.. 241.2 LB 241.2 LB n " 3.7.LS R, y�i," ��••• e8gtjl •645, • ••r),.'‘'.11 LB 30" 30" 30" 140.3 PSF 70.1 PSF 81.8 PSF 40.9 PSF 70.1 PSF 35.0 PSF, 52.7 PSF 26.3 PSF 60.1 PSF 30.0 PSF 35.0 PSF 17.5 PSF 30.0 PSF 15.0 PSF 246.9 LB -FT 36" 36" 36" 98.9 PSF 49.4 PSF 57.7 PSF 28.8 PSF 49.4 PSF 24.7 PSF 37.2 PSF 18.6 PSF 42.4 PSF 21.2 PSF 24.7 PSF 12.3 PSF 21.2 PSF 10.6 PSF 246.9 LB -FT 42" 42" 42" 73.5 PSF 36.7 PSF 42.8 PSF 21.4 PSF 36.7 PSF 18.3 PSF 27.6 PSF 13.8 PSF 31.5 PSF 15.7 PSF /////////////// /////////////// /////////////// /////////////// 246.9 LB -FT 241.2 LB t,A114 942.0 Le 871.4 LB 48" 48" 48" 56.7 PSF 28.3 PSF 33.1 PSF 16.5 PSF 28.3 PSF 14.1 PSF 21.3 PSF 10.6 PSF 24.3 PSF 12.1 PSF /////////////// /////////////// /////////////// /////////////// 246.9 LB -FT 241:2 LB 1003:2 LB 930.8 LB 24" 24" 24" 24" 157.8 PSF 78.9 PSF 92.0 PSF 46.0 PSF 78.9 PSF 39.4 PSF 59.3 PSF 29.6 PSF 71.9 PSF 35.9 PSF 41.9 PSF 20.9 PSF 35.9 PSF 17.9 PSF 231.0 LB -FT 177.5 LB 641.0 LB 637.8 LB 30" 30" 30" 103.3 PSF 51.6 PSF 60.2 PSF 30.1 PSF 51.6 PSF 25.8 PSF 38.8 PSF 19.4 PSF 47.0 PSF 23.5 PSF 27.4 PSF 13.7 PSF 23.5 PSF 11.7 PSF 231.0 LB -FT 177.5 LB 687.2 LB 680.4 LB 36" 36" 36" 72.8 PSF 36.4 PSF 42.5 PSF 21.2 PSF 36.4 PSF 18.2 PSF 27.3 PSF 13.6 PSF 33.1 PSF 16.5 PSF /////////////// /////////////// /////////////// /////////////// 231.0 LB -FT 177.5 LB 732.9 LB 723.6 LB 42" 42" 42" 54.1 PSF 27.0 PSF ' 31.5 PSF 15.7 PSF 27.0 PSF 13.5 PSF 20.3 PSF 10.1 PSF 24.6 PSF 12.3 PSF /////////////// ////////////////////////////// /////////////// . 231.0 LB -FT 177.5 LB 778.2 LB 76'.1 Imo• 48" 48" 48" 41.7 PSF 20.8 PSF t 24.3 PSF 12.1 PSF 20.8 PSF 10.4 PSF /////////////// ////////(////// /////////////// /////////////// /////////////// /////////////// /////////////// /j////////////// 231.0 LB -FT 177.5 LB 823.3 LB • 8101$•LB • 24" 24" 24" 30" 118.6 PSF 59.3 PSF 69.2 PSF 34.6 PSF 59.3 PSF 29.6 PSF 44.6 PSF 22.3 PSF 59.2 PSF 29.6 PSF 34.5 PSF 17.2 PSF 29.6 PSF 14.8 PSF 209.6 LB -FT 133.5 LB 545.0 LB 581b•I23• • t 30" 30" 30" 77.6 PSF 38.8 PSF 45.3 PSF 22.6 PSF 38.8 PSF 19.4 PSF 29.2 PSF 14.6 PSF 38.7 PSF 19.3 PSF 22.6 PSF 11.3 PSF /////////////// /////////////// 209.6 LB -FT 133.5 LB 579.7 LB 61S V•L•13• • 36" 36" 36" 54.7 PSF 27.3 PSF 31.9 PSF 15.9 PSF 27.3 PSF 13.6 PSF 20.5 PSF 10.2 PSF 27.3 PSF 13.6 PSF /////////////// /////////////// /////////////// /////////////// 209.6 LB -FT 133.5 LB 614.0 LB 645!l•L8• 678.4.013• • 42" 42" 42" 40.6 PSF 20.3 PSF 23.7 PSF 11.8 PSF 20.3 PSF 10.1 PSF /////////////// /////////////// 20.3 PSF 10.1 PSF /////////////// /////////////// /////////////// /////////////// 209.6 LB -FT 133.5 LB 648.1 LB 48" 48" 48" 31.4 PSF 15.7 PSF /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// 209.6 LB -FT 133.5 LB 682.0 LB 71&4 LB. • 24" 24" 24" 36" 94.6 PSF 47.3 PSF 55.2 PSF 27.6 PSF 47.3 PSF 23.6 PSF 35.5 PSF 17.7 PSF 50.4 PSF 25.2 PSF 29.4 PSF 14.7 PSF 25.2 PSF 12.6 PSF 195.4 LB -FT 106.5 LB 485.0 LB 544.9"L 30" 30" 30" 61.9 PSF 30.9 PSF 36.1 PSF 18.0 PSF 30.9 PSF 15.4 PSF 23.2 PSF 11.6 PSF 33.0 PSF 16.5 PSF /////////////// /////////////// /////////////// /////////////// 195.4 LB -FT 106.5 LB 512.7 LB .. 57(1..5444 36" 36" 36" 43.6 PSF 21.8 PSF 25.4 PSF 12.7 PSF 21.8 PSF 10.9 PSF /////////////// /////////////// 23.2 PSF 11.6 PSF /////////////// ///////////////�/////////////// /////////////// 195.4 LB -FT 106.5 LB 540.1 LB • 54.4 Lit : 42" 42" 42" 32.4 PSF 16.2 PSF /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// ////////////////////////////// /////////////// 195.4 LB -FT 106.5 LB 567.2 LB 645 LBO 48" 48" 48" 25.0 PSF 12.5 PSF /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// 195.4 LB -FT 106.5 LB 594.3 LB 648.7 L15 ; DESIGN ROOF M - -- - - DU NT APPLICATION LOAD TRANSFER INFORMATION FOR USE WITH HOST STRUCTURE VERIFICATION ONLY A/C UNIT DIMENSIONS STAND HEIGHT ALLOWABLE WIND PRESSURES; "HD" STAND ONLY MAX. BASE MOMENT (M) MAX. BASE SHEAR (V) MAX. BASE ;UPLIFT (T) MAX. BASE GRAVITY (C) (W) (D) (H) CONFIG: A CONFIG: B CONFIG: C CONFIG: D ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) 24" I 24" 24" 18" 200.0 PSF 100.0 PSF 116.7 PSF 5$.3 PSF 100.0 PSF 50.0 PSF 75.2 PSF 37.6 PSF 246.9 LB -FT 225.1 LB 497.7 LB 452.2 LB 30" 30" 30" 130.9 PSF 65.4 PSF 76.4 PSF 38.2 PSF 65.4 PSF 32.7 PSF 49.2 PSF 24.6 PSF 246.9 LB -FT 225.1 LB 537.5 LB 487.5 LB 36" •36" 36" 92.3 PSF 46.1 PSF 53.8 PSF 26.9 PSF 46.1 PSF 23.0 PSF 34.7 PSF 17.3 PSF 246.9 LB -FT 225.1 LB 576.6 LB 523.4 LB 42" 42" 42" 68.6 PSF 34.3 PSF 40.0 PSF 20.0 PSF 34.3 PSF 17.1 PSF 25.7 PSF 12.8 PSF 246.9 LB -FT 225.1 LB 615.2 LB 559.8 LB 48" 48" 48" 52.9 PSF 26.4 PSF 30.9 PSF 15.4 PSF 26.4 PSF 13.2 PSF /////////////// /////////////// 246.9 LB -FT 225.1 LB 653.6 LB 596.4 LB 24" 24" 24" 24" 157.6 PSF 78.8 PSF 91.9 PSF 45.9 PSF 78.8 PSF 39.4 PSF 59.2 PSF 29.6 PSF 246.9 LB -FT 177.3 LB 448.0 LB 445.0 LB 30" 30" 30" 103.1 PSF 51.5 PSF 60.2 PSF 30.1 PSF 51.5 PSF 25.7 PSF 38.7 PSF 19.3 PSF 246.9 LB -FT 177.3 LB 479.4 LB 472.8 LB 36" 36" 36" 72.7 PSF 36.3 PSF 42.4 PSF 21.2 PSF 36.3 PSF 18.1 PSF 27.3 PSF 13.6 PSF 246.9 LB -FT 177.3 LB 510.2 LB 501.1 LB 42" 42" 42" 54.0 PSF 27.0 PSF 31.5 PSF 15.7 PSF 27.0 PSF 13.5 PSF 20.3 PSF 10.1 PSF 246.9 LB -FT 177.3 LB 540.7 LB 529.8 LB 48" 48" 48" 41.7 PSF 20.8 PSF 24.3 PSF 12.1 PSF 20.8 PSF 10.4 PSF /////////////// /////////////// 246.9 LB -FT 177.3 LB 570.9 LB 558.6 LB 24" 24" 24" 30" 130.9 PSF 65.4 PSF 76.4 PSF 38.2 PSF 65.4 PSF 32.7 PSF 49.2 PSF 24.6 PSF 246.9 LB -FT 147.3 LB 418.8 LB 442.5 LB 30" 30" 30" 85.7 PSF 42.8 PSF 50.0 PSF 25.0 PSF 42.8 PSF 21.4 PSF 32.2 PSF 16.1 PSF 246.9 LB -FT 147.3 LB 444.9 LB 465.6 LB 36" 36" 36" 60.4 PSF 30.2 PSF 35.2 PSF 17.6 PSF 30.2 PSF 15.1 PSF 22.7 PSF 11.3 PSF 246.9 LB -FT 147.3 LB 470.5 LB 489.1 LB 42" 42" 42" 44.9 PSF 22.4 PSF 26.2 PSF 13.1 PSF 22.4 PSF 11.2 PSF /////////////// /////////////// 246.9 LB -FT 147.3 LB 495.8 LB 512.9 LB 48" 48" 48" 34.6 PSF 17.3 PSF 20.2 PSF 10.1 PSF /////////////// /////////////// /////////////// /////////////// 246.9 LB -FT 147.3 LB 520.9 LB 536.9 LB 24" 24" 24" 36" 105.2 PSF 52.6 PSF 61.3 PSF 30.6 PSF 52.6 PSF 26.3 PSF 39.5 PSF 19.7 PSF 231.0 LB -FT 118.3 LB 373.0 LB 422.4 LB 30" 30" 30" 68.8 PSF 34.4 PSF 40.1 PSF 20.0 PSF 34.4 PSF 17.2 PSF 25.8 PSF 12.9 PSF 231.0 LB -FT 118.3 LB 393.9 LB 441.0 LB 36" 36" ' 35" 48.5 PSF 24.2 PSF 28.3 PSF 14.1 PSF ` 24.2 PSF • 12.1 PSF J////////////// /////////////// 231.0 LB -FT 118.3 LB 414.5 LB 459.9 LB 42" 42" 42" 36.0 PSF 18.0 PSF 21.0 PSF 10.5 PSF /////////////// /////////////// /////////////// /////////////// 231.0 LB -FT 118.3 LB 434.8 LB 479.0 LB 48" 48" 48" 27.8 PSF 13.9 PSF /////////////// ///////////////'/////////////// /////////////// /////////////// /////////////// 231.0 LB -FT 118.3 LB 455.0 LB 498.3 LB _ DESIGN SCHEDULE NOTES: 1. WHEN USING MULTIPLE SIZES ON ONE STAND, UTILIZE MAXIMUM UNIT SIZE TO DETERMINE ALLOWABLE WIND PRESSURES FROM DESIGN SCHEDULES HEREIN. 2. REFERENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. TABLE LEGEND: -DENOTES VALUES NOT APPROVED FOR USE t THIS WIND SPEED IS PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY OR SIMILAR NON-HVHZ COUNTIES WITH AN ULTIMATE WIND VELOCITY OF 120 MPH, RISK CATEGORY II STRUCTURE. ttTHIS WIND SPEED IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY OR SIMILAR NON-HVHZ COUNTIES WITH AN ULTIMATE WIND VELOCITY OF 170 MPH, RISK CATEGORY it STRUCTURE. zZ r,WW ��• • Z • •.r}'W•• • Cu • • • .• • •• Ln • 1' • (•y•••• !�• • O• • .-1 }1 tan m rn PRECISION ALUMINUM P }�Jr 1L W W rn 1-4 co UUi v a •t 411 ••••%P• • LLy.-• ••••w• • Q Z 0 O a • Z a• � U U ma Z ,� a Z O 5 El p ▪ N W Es ryp 0 O COPYRIGHT ENGINEERING EXPRESS° 15-2480b OF/� 1aJ SCALE: 4 6 E e DESIGN -SCHEDULE - 48" DEPTH (FIXED) STAND DEPTH ROOF M NON-HVHZ USE ONLY O U N 1 E D CONFIGURATIONS LOAD TRANSFER INFORMATION FOR USE WITH HOST STRUCTURE VERIFICATION ONLY A/C UNIT DIMENSIONS STAND HEIGHT MAXIMUM ALLOWABLE WIND PRESSURES; "HD" STAND ONLY MAX. BASE MOMENT (M) MAX. BASE SHEAR (V) MAX. BASE UPLIFT (T) MAX. BASE GRAVITY (C) (W) (D) (H) CONFIG: A CONFIG: B CONFIG: C CONFIG: D ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 ANCHOR TYPES: 1 OR 2 LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) LATERAL LOAD (PSF) UPLIFT LOAD (PSF) 24" 24" 24" 18" 229.5 PSF 114.7 PSF 135.4 PSF 67.7 PSF 118.1 PSF 59.0 PSF 88.8 PSF 44.4 PSF 246.9 LB -FT 265.8 LB 454.8 LB 387.0 LB 30" 30" 30" 154.6 PSF 77.3 PSF 90.2 PSF 45.1 PSF 77.3 PSF 38.6 PSF 58.1 PSF 29.0 PSF 246.9 LB -FT 265.8 LB 504.6 LB 417.5 LB 36" 36" 36" 109.0 PSF 54.5 PSF 63.6 PSF 31.8 PSF 54.5 PSF 27.2 PSF 41.0 PSF 20.5 PSF 246.9 LB -FT 265.8 LB 539.7 LB 448.9 LB 42" 42" 42" 81.0 PSF 40.5 PSF 47.2 PSF 23.6 PSF 40.5 PSF 20.2 PSF 30.4 PSF 15.2 PSF 246.9 LB -FT 265.8 LB 574.3 LB 480.8 LB 48" 48" 48" 62.5 PSF 31.2 PSF 36.4 PSF 18.2 PSF 31.2 PSF 15.6 PSF 23.5 PSF 11.7 PSF 246.9 LB -FT 265.8 LB 608.6 LB 513.0 LB 24" 24" 24" 24" 184.4 PSF 92.2 PSF 107.6 PSF 53.8 PSF 92.2 PSF 46.1 PSF 69.3 PSF 34.6 PSF 246.9 LB -FT 207.4 LB 414.3 LB 384.5 LB 30" 30" 30" 120.7 PSF 60.3 PSF I 70.4 PSF 35.2 PSF 60.3 PSF 30.1 PSF 45.3 PSF 22.6 PSF 246.9 LB -FT 207.4 LB 442.4 LB 408.4 LB 36" 36" 36" 85.1 PSF 42.5 PSF' 49.6 PSF 24.8 PSF 42.5 PSF 21.2 PSF 32.0 PSF 16.0 PSF 246.9 LB -FT 207.4 LB 469.7 LB 432.9 LB 42" 42" 42" 63.2 PSF 31.6 PSF 36.8 PSF 18.4 PSF 31.6 PSF 15.8 PSF 23.7 PSF 11.8 PSF 246.9 LB -FT 207.4 LB 496.7 LB 457.7 LB 48" 48" 48" 48.8 PSF 24.4 PSF 28.4 PSF 14.2 PSF 24.4 PSF 12.2 PSF /////////////// /////////////// 246.9 LB -FT 207.4 LB 523.5 LB 482.9 LB 24" 24" 24" 30" 151.0 PSF 75.5 PSF 88.0 PSF 44.0 PSF 75.5 PSF 37.7 PSF 56.7 PSF 28.3 PSF 245.9 LB -FT 169.8 LB 379.0 LB 382.6 LB 30" 30" 30" 98.8 PSF 49.4 PSF 57.6 PSF 28.8 PSF 49.4 PSF 24.7 PSF 37.1 PSF 18.5 PSF 245.9 LB -FT 169.8 LB 401.9 LB 402.1 LB 36" 36" 36" 69.6 PSF 34.8 PSF 40.6 PSF 20.3 PSF 34.8 PSF 17.4 PSF 26.2 PSF 13.1 PSF 245.9 LB -FT 169.8 LB 424.3 LB 422.2 LB 42" 42" 42" 51.7 PSF 25.8 PSF 30.2 PSF 15.1 PSF 25.8 PSF 12.9 PSF /////////////// /////////////// 245.9 LB -FT 169.8 LB 446.4 LB 442.5 LB 48" 48" 48" 39.9 PSF 19.9 PSF 23.3 PSF 11.6 PSF /////////////// /////////////// /////////////// /////////////// 245.9 LB -FT 169.8 LB 468.3 LB 463.1 LB 24" 24" 24" 36" 122.5 PSF 61.2 PSF 71.4 PSF 35.7 PSF 61.2 PSF 30.6 PSF 46.0 PSF 23.0 PSF 234.7 LB -FT 137.8 LB 339.1 LB 371.2 LB 30" 30" 30" 80.1 PSF 40.0 PSF 46.7 PSF 23.3 PSF 40.0 PSF 20.0 PSF 30.1 PSF 15.0 PSF 234.7 LB -FT 137.8 LB 357.7 LB 387.1 LB 36" 36" 36" 56.5 PSF 28.2 PSF 32.9 PSF 16.4 PSF 28.2 PSF 14.1 PSF 21.2 PSF 10.6 PSF 234.7 LB -FT 137.8 LB 375.9 LB 403.3 LB 42" 42" 42" 42.0 PSF 21.0 PSF 24.5 PSF 12.2 PSF 21.0 PSF 10.5 PSF /////////////// /////////////// 234.7 LB -FT 137.8 LB 393.9 LB 419.9 LB 48" 48" 48" 32.4 PSF 16.2 PSF /////////////// /////////////// /////////////// /////////////// /////////////// /////////////// 234.7 LB -FT 137.8 LB 411.6 LB 436.5 LB WIND LOAD DESIGN PRESSURE GUIDE FOR ROOF -TOP MOUNTED UNITS TABLE: ROOFTOP -MOUNTED UNITS - WIND LOAD DESIGN PRESSURES MOUNTING HEIGHT UNIT SIZE WIND LOAD COMPONENT 120 MPH, EXP. Bt 120 MPH, EXP. Ct 120 MPH, EXP. Dt 170 MPH, EXP. Btt 170 MPH, EXP. Ctt 170 MPH, EXP. Dtt WIDTH/ DIAMETER HEIGHT SQUARE ROUND, HEX/ OCTAGONAL SQUARE ROUND, HEX/ OCTAGONAL SQUARE ROUND, HEX/ OCTAGONAL SQUARE ROUND, HEX/ OCTAGONAL SQUARE ROUND, HEX/ OCTAGONAL SQUARE ROUND, HEX/ OCTAGONAL 5 15 FT.' 548 IN 548 IN LATERAL 21.7 PSF 22.9 PSF 32.1 PSF 38.9 PSF 39.0 PSF 41.1 PSF 43.6 PSF 46.0 PSF 64.4 PSF 6$.0 PSF 78.2 PSF 82.5 PSF UPLIFT 17.2 PSF 18.1 PSF 25.3 PSF 26.8 PSF 30.8 PSF 32.5 PSF 34.4 PSF 36.4 PSF 50.9 PSF 53.7 PSF 61.7 PSF 65.2 PSF 5 30 FT 548 IN 548 IN LATERAL 26.5 PSF 28.0 PSF 37.2 PSF 39.2 PSF 44.0 PSF 46.4 PSF 53.2 PSF 56.1 PSF 74.6 PSF 78.7 PSF 88.2 PSF 93.1 PSF UPLIFT 20.9 PSF 22.1 PSF 29.3 PSF 31.0 PSF 34.7 PSF 36.6 PSF 42.0 PSF 44.3 PSF 58.9 PSF 62.1 PSF 69.6 PSF 73.5 PSF <_ 40 FT 548 IN 548 IN LATERAL 28.8 PSF 30.4 PSF 39.5 PSF 41.7 PSF 46.2 PSF 48.8 PSF 57.7 PSF 60.9 PSF 79.2 PSF 83.6 PSF 92.7 PSF 97.9 PSF UPLIFT 22.7 PSF 24.0 PSF 31.2 PSF 32.9 PSF 36.5 PSF 38.5 PSF 45.6 PSF 48.1 PSF 62.5 PSF 66.0 PSF 73.2 PSF 77.3 PSF 5 60 FT 548 IN 548 IN LATERAL 32.3 PSF 34.1 PSF 43.0 PSF 45.4 PSF 49.6 PSF 52.3 PSF 64.8 PSF 68.4 PSF 86.3 PSF 91.1 PSF 99.5 PSF 105.1 PSF UPLIFT 25.5 PSF 26.9 PSF 33.9 PSF 35.8 PSF 39.1 PSF 41.3 PSF 51.2 PSF 54.0 PSF 68.1 PSF 71.9 PSF 78.6 PSF 82.9 PSF <_ 70 FT 548 IN 548 IN LATERAL 20.0 PSF 16.3 PSF 26.2 PSF 21.3 PSF 30.0 PSF 24.3 PSF 40.2 PSF 32.6 PSF 52.6 PSF 42.7 PSF 60.2 PSF 48.9 PSF UPLIFT N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A <_ 80 FT 548 IN 548 IN LATERAL 20.8 PSF 16.8 PSF 26.9 PSF 21.8 PSF 30.6 PSF 24.9 PSF 41.6 PSF 33.8 PSF 54.0 PSF 43.8 PSF 61.5 PSF 49.9 PSF UPLIFT N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5 100 FT 548 IN 548 IN LATERAL 22.0 PSF 17.9 PSF 28.1 PSF 22.8 PSF 31.8 PSF 25.8 PSF 44.2 PSF 35.9 PSF 56.4 PSF 45.8 PSF 63.8 PSF 51.8 PSF UPLIFT- , N/A N/A N/A N/A N/A N/A ' N/A N/A N/A N/A N/A N/A DESIGN SCHEDULE NOTES: 1. WHEN USING MULTIPLE SIZES ON ONE STAND, UTILIZE MAXIMUM UNIT SIZE TO DETERMINE ALLOWABLE WIND PRESSURES FROM DESIGN SCHEDULES HEREIN. 2. REFERENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. TABLE LEGEND: -DENOTES VALUES NOT APPROVED FOR USE � � CENiF• • O 4. No. 46549 ▪ = * * * ]gam �ru�► ss �o': STATE Of ▪ � �0•'•........................ ��t1111111111tt • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • •• • WIND LOAD DESIGNS ARE BASED ON THE FOLLOWING: 1. Kd=0.90 FOR SQUARE UNITS. 2. Kd=0.95 FOR ROUND, HEXAGONAL & OCTAGONAL SHAPED UNITS. 5. LATERAL GCf=1.90 FOR LOCATIONS OUTSIDE OF THE HVHZ & MRH560 FT (PER ASCE 7-10 29.5). 6. LATERAL GCf=VARIES FOR LOCATIONS OUTSIDE OF THE HVHZ & MRH>60FT (PER ASCE 7-10 29.5). 7. VERTICAL GCf=1.50 FOR ALL LOCATIONS (PER ASCE 7-10 29.5 & FBC 1620.6). 8. ALL GROUND MOUNTED UNIT DESIGN CRITERIA CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR "OTHER STRUCTURES - SOLID FREESTANDING WALLS" INSTALLATIONS AT GRADE. 9. ALL ROOFTOP MOUNTED UNIT DESIGN CRITERIA CONSIDERS ASCE 7-10 SECTION 29.5 FOR ROOF TOP HEIGHTS>60 FT & SECTION 29.5.1 FOR ROOF TOP HEIGHTS 560 FT. 10. ALL OTHER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10. 11. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7-10. 12. ALL VALUES ON THIS SHEET REPRESENT (ASD) DESIGN PRESSURES. 13. ALL ROOFTOP -MOUNTED DESIGN PRESSURES ALLOW FOR A MAXIMUM 36" TALL A/C STAND PER THIS APPROVAL. WIND LOAD DESIGN PRESSURE GUIDE FOR GROUND MOUNTED UNITS: UNIT SIZE WIND LOAD COMPONENT UNIT TYPE GROUND MOUNTED UNITS - WIND LOAD DESIGN PRESSURES WIDTH/ DIAMETER HEIGHT 120 MPH, EXP. Bt 120 MPH, EXP.Ct 120 MPH, EXP. Dt 170 MPH, EXP. Btt 170 MPH, EXP. Ctt 170 MPH, EXP. Dtt 548 IN 548 IN LATERAL SQUARE 16.7 PSF 24.6 PSF 29.9 PSF 33.5 PSF 49.4 PSF 60.0 PSF 548 IN 548 IN LATERAL ROUND, HEX/OCT. 17.6 PSF 26.0 PSF 31.5 PSF 35.3 PSF 52.2 PSF 63.3 PSF t THIS WIND SPEED IS PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY OR SIMILAR COUNTIES WITH AN ULTIMATE WIND VELOCITY OF 120 MPH, RISK CATEGORY II STRUCTURE. ttTHIS WIND SPEED IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY OR SIMILAR COUNTIES WITH AN ULTIMATE WIND VELOCITY OF 170 MPH, RISK CATEGORY II STRUCTURE. FRANK L. BENNARDO, P.E. PE# 0046549 • • •• cn • • ttr 0 • • Lcc ch 0 Z U) ux o t J O1�cA Q Z w 0 N I-1 LU It a 9S • N oat ti • • J 0 z ce 0 a Z U U aoa a f a n. < N N • N Q Z O 2 N 0 to Q LL J LL m LL W a� R iP !hi COPYRIGHT ENGINEERING EXPRESS. 15-2480b SCALE: OF 6 J E Y RECTANGULAR TUBING 0 Y4-20 x Y" GALV. BOLT FULLY TIGHTEN TO REFUSAL CHANNEL TO TUBE PROVIDE FILLET WELD FOR FULL VISIBLE CIRCUMFERENCE OF PIECE ®TO PIECE ©OR 2* ROUND TUBING FRAME ASSEMBLY DETAIL 7/8" 4 ANCHORS PER PLATE (SEE ANCHOR SCHEDULE) HOST STRUCTURE PER ANCHOR SCHEDULE BASE PLATE ROUND TUBING Y4" FILLET WELD FULL POST CIRCUMFERENCE TO BASE PLATE BASE PLATE DETAIL 7/8" TYP. EDGE 5"x5"x*" BASE PLATE (4) 3/8" o SAE GRADE 5 THREADED RODS WITH 3/4" O MIN. WASHER AND LOCKING NUTS, TYP. UTILIZE LOCKING NUT EACH SIDE OF ALUMINUM ANGLE, TYP. - (2) 3"x3"xY8" 6061-T6 CONTINUOUS ALUMINUM — ANGLE TO MATCH BASE PLATE FOOTPRINT ABOVE. UTILIZE (1) ANGLE EACH SIDE OF ANCHOR ROW, SEE SIDE VIEW FOR MORE ' DETAILS. L I -BEAM MUST BE PARALLEL TO TRUSSES FOR THIS DETAIL ADJACENT POST ASSEMBLY, TYP: STAND DEPTH PER DESIGN SCHEDULE ROUND TUBING I -BEAM A/C UNIT HOUSING (4) #14 316 SS SHEET METAL SCREWS TO 22GA (0.031") MIN STEEL HOUSING PER ANGLE 4"x1-1/2"x14GA (0.078") A36 MIN. STEEL CUP W/ (2) #14 316 SS SHEET METAL SCREWS TO I -BEAM. MIN (4) ANGLES PER UNIT, (1) PER CORNER ISOLATOR PADS (BY MANUFACTURER) BEYOND. MIN. 4 PER UNIT A/C UNIT TIE -DOWN DETAIL DESIGN PROFESSIONAL OF RECORD SHALL VERIFY CAPACITY OF HOST STRUCTURE 3" ASSUMED HOST STRUCTURE WOOD: ADD (4) /" 0 LAG SCREW, /" 0 MIN. WASHER, 3X" MIN. EMBED, 4" MIN. EDGE DISTANCE STEEL: ADD (4) %a"O THRUBOLT,34"0 MIN. WASHER AND LOCKING NUT. UTILIZE (2) TOP AND (2) BOTTOM, TYP. EXISTING WOOD TRUSS MEMBERS (G=0.55 MIN.) OR Y8" A36 MIN STEEL (INTEGRITY BY OTHERS), TYP. l// ROOFING FINISH BY OTHERS SEE DESIGN SCHEDULES FOR REACTIONS PER EACH POST, AS ILLUSTRATED HEREIN, TYP. BASEPLATE REACTIONS FOR ILLUSTRATIVE PURPOSES ONLY 7/8" TYP. EDGE BASE PLATE 181 •II' UTILIZE LOCKING NUT EACH SIDE OF ALUMINUM ANGLE, TYP. 3" ROUND TUBING (4) Y" O SAE GRADE 5 THREADED RODS WITH 3/4" O MIN. WASHER AND LOCKING NUTS, TYP. NON-HVHZ USE O�(.„1�,,,�� P�1.• BFMH9 No. 46549 O - * * 1* = E. ANCHOR SCHEDULE FOR USE WITH DETAIL 3 ON THIS SHEET ONLY S. Wit,• STATE OF '',�fffffllt111111o,. • ANCHOR TYPE HOST STRUCTURE • •' ANCHOR DESCRIPTION • 0 CONCRETE (4) 1/4"0 POWERS WEDGE -BOLT CONCRETE ANCHORS' WITH 5/8"0 MIN. WASHER, 2-1/2" EMBEDMENT & 3" MIND EDGE DISTANCE, 2-1/4" SPACING PER "STD" BASE • •, PLATE, 3-1/4" SPACING PER "HD" BASEPLATE 0 STEEL (4) 3/8"0 SAE GRADE 2 GALVANIZED BOLTS W/ •• NUT & 3/4"0 MIN. WASHER, TO STRUCTURAL A36 • • STEEL MEMBERS (0.27" MIN HOST THICKNESS) • • © WOOD USE DETAIL 5/6. USE DETAIL 3/6 FOR GROUND MOAT ONLY WHEN APPROVED BY EOR/BUILDING OFFICIAL• (SEE NOTES BELOW) • © STEEL (4) #14 SAE GRADE 5 SHEET METAL SCREWS WITH • 5/8"0 MIN. WASHER TO STRUCTURAL A36 STEEL MEMBERS (1/8" MIN HOST THICKNESS) o • • • • ••• • ••• .• • •• ••• • •• .•• • • • • • • ANCHOR NOTES: IT IS UP TO THE INSTALLER TO ENSURE THAT THE HOST STRUCTURE IS SOLID AND CREATES A FIXED CONNECTION WITH THE AC STAND IN THAT ROTATIONISSTRICTLY PREVENTED. IF THIS IS AT ALL IN QUESTION, THE BUILDING OFFICIAL SHALL REQUIRE A SITE SPECIFIC EVALUATION TO ENSURE STAND STABILITY ALTERNATE BASE PLATE SECTION A -A (SIDE -VIEW) ATTACHMENT AT WOOD/STEEL TRUSS MEMBERS FOR USE AS AN ALTERNATE ATTACHMENT METHOD FOR ALL ANCHOR TYPES ON DESIGN SCHEDULE TABLES. SITE SPECIFIC DESIGN RECOMMENDED. EXISTING TRUSS MEMBER (2) 3"x3"xY8" 6061-T6 ALUMINUM ANGLE TO MATCH BASE PLATE FOOTPRINT ABOVE. 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE FOR EACH ANCHOR. 3. ALL CONCRETE SUBSTRATE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE SUBSTRATE THICKNESS SHALL BE GREATER THAN OR EQUAL TO 1.5xANCHOR EMBEDMENT. INSTALL CONCRETE ANCHORS TO UN -CRACKED CONCRETE ONLY. 4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES ROOFING FINISHES. FRANK L. BENNARDO, P.E. PE#0046549 08/0/20.15 • • v). t • •© • O• • 0 - U = CCO I=1 j Nm� J 0•'ui a a ,J - w O o ram-: U W a • • ,a '•a r••••14 ••••t r J J 0 Z tn O a z a uuo 2 a a < - N N _4 z O z 0 0 N 0 5 m 0. f2 U U 0 LL COPYRIGHT ENGINEERING EXPRESS° 15-2480b SCALE: C� OF6 4,