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MC-12-1701Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180539 Permit Number: MC -9 -12 -1701 Scheduled Inspection Date: October 24, 2012 Inspector: Perez, JanPierre Owner: PERIKLES, JOHN & MARIE Job Address: 1248 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: COOL AIR USA INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132050090330 Phone: (954)915 -1155 Building Department Comments AC CHANGE OUT 5 TON Infractio Passed Comments INSPECTOR COMMENTS False eto vtzi Passed 10 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ' CREATED AS REINSPECTION FOR INSP- 178382. 305.758.7775 margarite please call customer to verify someone is home unit much be at min flood level jpp October 23, 2012 For Inspections please call: (305)762 -4949 Page 18 of 20 . I y Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FB Permit No. _MC I Master Permit No. Permit Type: MECHANICAL � JOB ADDRESS: i 4 (U 7i PE 1 " City: Miami Shores County: Miami Dade Zip: 3313B Folio rcel #: 1 L 3 3 — 0 Is the Building Historically Designated: Yes NO L Flood Zone: OWNER: Name (Fee Simple Titleholder): Ch Pe Phone#:_9S6 —4230— W 54-/ } am Address: 1 d• PQ City: tLA I Ar.Q.„ S State: kC .�'t t DNe Tenant/Lessee Name: Email: Zip:t Phone#: CONTRACTOR: Company Name: Address: °I 1 City: DO V LQ.. Qualifier Name: Li 0 State Certification or Registration #: Contact Phone #: CI 200—clan Email Address: CA u \ wD�- O 7 Ozok r Phone#: q5 15-giss L State: T---c p cts --vc DESIGNER: Architect/Engineer: Zip: 32,1 Phone#: 99-116-116 5 Certificate of Competency #: faro er rSuez h `.Cori Phone#: Value of Work for this Permit: $ /` . Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration New Description of Work: -Paltepair/Replace 5 10r ❑Demolition io g -e�z�e ,k,\,, imil ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ <- _ } Permit Fee $ LCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO /CC $ Bond $ TOTAL FEE NOW DUE NCOCAI • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIL FRS, HEATERS, TANKS and 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 as ection fee will be charged. Signatu " %iir w 6gfature Agent t Contractor C� The egoing mst ent was acknowledged before me this s zpg h > g instrument was acknowledged before me this �, n day of .. U;►1/� ,-20Z_, by )Ohi? f /7C/ el , i ;f ir 'IL, ° , 20 /2, by 4 0 r yyt f`i I" e' who is personally known to me or who has produced 1 i ., I) e , nally known to me or who has produced / . As identification and who did take an oath. ;'' .�' I ,� i'n entification and who did take an oath. NOT ' P ,) LIC: Sign: Print My C ExpiRES APril 27. 53 Fiottetanatarysorvice.co, j'i My Commission Ex ***** * * **x::x************ * * **** - * * * * * *, ****** tI** * ********************************************************* lans xaminer APPROVED BY Zoning Structural Review Clerk Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) AP BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301 -1895 — 954- 831 -4000 VALID OCTOBER 1, 2012 THROUGH SEPTEMBER 30, 2013 ORA: COOL AIR USA INC Business Name: Owner Name: t IOR MOSHE POYASTRO Business Location: 4151 SW 47 AVE STS 2B DAVIE Business Phone: 954-394-9566 Rooms Seats Employees 2 Receipt it; TIN / IRCONI3ITION CONTF Business TYpe: (CERT AIR COND CONTRACTOR) Business Opened:10 /22'/2009 StatelCountylCertlReg :CAC1815656 Exemption Code: Machines Professionals. For Vending Dustman Only . Number of Machines: Vending Type: ti TaxArnavnl Transfer Fee NSF Fee Penalty Prior Years Collodion Cost Tolal Paid 27.00 L 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the privIlege of doing business within proward County and is non-regulatory in nature. You must meet all County and /or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: COOL AIR USA INC 4151 SW 47 AVE STB 2B DAVIE, FL 33314 Receipt $1034 -11- 00003.175 Paid 07/06/2012 27.00 2012 - 2013 12 -12 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE 01123/20112 EXPIRATION DATE: 01/24/2014 PERSON: POYASTRO LIOR FEIN: 283669948 BUSINESS NAME AND ADDRESS: COOL AIR USA INC 4181 S 47 AVE STE211 DAYYE FL 33314-5500 SCOPES OF BUSINESS OR TRADE: 1- A/C REPAIRS 3- CERTLPIE* AC CONTRACTOR 2- A/C MAINTENANCE lMPORITANT: Pungent to Chapter 4411 . 06141, F,$, m Wirer el a oorpnratrea WNIO elate asereplloa (ram tilt chapter by Mine a aatllicsle N •radian antler IMi tertian say eel recover 6ene14s or compensation Nader This chapter. Purulent to Captor 440.051121. F.S., Caelrfntales al eleetrae or be eeelept... apply orate wlthfe tbs scope el eh• Dullness or train listed on the make of electron Is be exempt. Parsaeet In Cbeeter 440.06(T9) F,L, Jlatices al election to be exempt as/ certificates el etealla• to bu exenmpt start be suhlad la rasecetrna ir, et any Ores otter the Nang el the malice or the issuers of the certificate the mesas named ee the mice or cerltl cale se lacier raaets Iha ragtdremesis of Ibis sacilen Ier Inset* e1 a cerllfitatte. Tie depertreent gull rode • terttlrcela el any time Mr Nut* of the petite armed as 16e certificate le meet Ike requirements e1 chic aediee. QUESTIONS? 18610 413 -1609 OWC -232 CERTIFICATE OF ELECTION TO OE EXEMPT REVISED 01 -11 `: SYt!; '+C3C'•%"fw?'p,�$.����i "q``ti•a r• :. r�. v`'��'ki ' iii'•1A. �. . \�. :,3.u.�- '.xv,:x.. -. .t•KFeA.k.Y >+�k.�a:'Y'...a1 %:,fi?+:'- tt�i..,�::' STATE OF FLORIDA DEPARTMENT OF B REGULATION SEQ# 0206220064 4 . opGzzi.S.rvi+t C$!,t`�it-..: !'iJ :'� 'y DATE BATCH NUMBER LICENSE NBA 06/22/2012 ,110415841 CAC1815656 1 The CLASS B AIR CONDITIONING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 POYASTRO, LIOR MOSHE COOL AIR USA INC 11060 MINNEAPOLIS DRIVE COOPER CITY FL 33026 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY rom:Stephanie Astrella FaxID:(954)4520450 Date:9 /11/2012 02:23 PM Page: 2 of 2 ACO » CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 9/11/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER BB Insurance Marketing Inc 11870 W. State Road 84, C -15 Ft. Lauderdale FL 33324 CONTACT NAME: la • • 4- l ' r(A//CC.NNo. Ext1:954 -452 -4900 AD RD IESS:Andrea @bbimi.com FAX No):954- 452 -0450 INSURER(S) AFFORDING COVERAGE NAIC INSURED Cool Air USA, Inc. 4151 SW 47th Ave. Ste. 2B Davie FL 33314 COOLA -1 INSURER A :Atlantic Casua . 1 ns Co INSURER B :Employers Preferred INSURER C : 42846 10346 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUER WVD POLICY NUMBER POLICY EFF (MM/DDNYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY L040001653 -0 10/21/2011 10/21/2012 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $100,000 CLAIMS -MADE X OCCUR MED EXP (My one person) $5,000 PERSONAL & ADV INJURY GENERAL AGGREGATE $1,000,000 $2,000,000 �GGEEN'L AGGREGATE " I POLICY LIMIT APPLIES PRO JEC:T PER: PRODUCTS - COMP/OP AGG $2,000,000 LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO ALL OWN ED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -O ED AUTOS BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per acadertl $ $ UMBRELLA LIAR EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y /N OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCR IPTION OF OPERATIONS below N/A EIG 1316785-0 3/21/2012 3/21/2013 X WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) AC Service, Repair & Installation operations CFRTIFICAT= Lint nco TION Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) 4„. O 1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD combination qualifies fora Federal Energy gfriciency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2011. Certificate of Product Ratincis AHRI Certified Reference Number: 3799471 Date: 8/27/2012 Product Split System: Air. Cooled Condensing Unit, Coil with Blower Outdoor Unft Model Number. 14AJM56 indoor Unit Model Number RHL_HM6024+RCSL- 1i'6024 Manufacturer: RHEEM MANUFACTURING COMPANY Trade/Brand name: RHEEM 14AJM SERIES Manufacturer responsible for the rating of this system combination Is RHj FMNA Rated as follows in accordance with AHRI Standard 210/240 -2008 for Unita Air Neat Pump Equipment and subject to verification of rating accuracy by AN *reins party testing: Cooling Capacity (Stub); E R Rating (Cooling): SEER Reting (Cooing): 54000 13.00 16.00 13 (DG DEP T SUBJECT i O CC ;MPLIANC EDER E Vvl fl ALL F rit t AND REGULATIONS • Rmupa��iMrrar of sstaelek CI Indkate a voluntary mode a(pceviouey PablWl9d dots ,colas aexenrpm tea w4Vr a A .% whim Wades an SnoGtntery ramiw DISCLAIMER AMR, does not endorse the produetle) rated op this Certificate and nukes th vroduega) It**d on rhea Qa Atom disc-Wets am rsptar � Tm of f °•y Moog nto ages as So. one *MUM no r�o a q, to., = mums," fides Baud On MIN scab. dmanrs are veld 0°44and out orate useaefin'dieetat.tiedpal,or9ca TOURS Ares CONoirioPls IIsteerf>hedhseeerystyrxrkatvra; 'Mt twiternil Tide a and de eons are proprietary produce: of ARK This ,awe, P°�wl and eerrsdaeMl?Name* Peyeea& Man o framer row nut in er to port. he ww°dueea eepmd; �` entered a ownew� % or mare utilised, w,.l, CERTIFICATEVERIFICAroNe vaerafndhrldun4p�ael and tor #idsmlalfsteteieeq The uriamanon forth* model cited on thkeeeanmeenen be sonnet a wwwottlit r orw . Wild: the o s issued, which Is listed abet% said the ee ,No.,W dick on 'Verify aeratIcem* Unhand erw,ramata earofw per erseoMumdiarandtns dam on � � and R ®tlgarelion Institute AihCond litoring. Heating. 02012 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129805795910727741 COOL AIR U.S A. A/C Service & Air Duct Cleaning 4151 SW 47th Ave • Suite 2B • Davie, FL 33314 Toll Free 1 -877- 895 -1155 WWW.000LAIRUSA.COM Date Name Address City Tel Tech ,cefi/ r) 66 firriAPC tr Apt# StFGZip PROPOSAL 6 - )36 -c01 Cell Email/Fax: JOB # Refrig Type © R -22 R41 OA This Proposal is to give you an estimate for furnishing, installing and guaranOt ll products services as set forth below. .4c (4),:i / n /6 s 1P4,441 fy s" I i, /st 4r ffixy /iP4r iicL4" r, 63 yr rifi J . n/ W /ia. * 1-, *,J wv- Rat- s Mi( sib/' Ada- /a k. w >fK- P i'P n tP iFQy Ii t-( ) #xs�ne h c1/44.* arz' rk *,i49pr 1014Nv%J4 Q�X din l�ni Fhisit Conoec. ; *111(_ -tr►.P"Far 4, AV, A.4 F)( .1 c%l' V- Ahu- Closet- Garage -Other U H- Ahu- Attic - Garage -Other 0 Size of Attic Open X 0 C /U- Ground - Roof -Other 0 Pkg.- Ground Roof -Other 0 C/U- Pad - Stand -Other float Switch t2"'TStat Cl Relpipe Liq Suc O Fused Disc- Ahu -C/U 0 Whip and Wire O Reconnect to Existing Elec 0 Smoke Detector 0 Other Elm Items O Vent change O UV Light 0 Filter Rack 0 Reconnect Existing Ductwork 0 Filter ❑ Additional Ductwork 0 Extended Warranty 0 Filter Bads Grill X O Mech. Permit 0 Transfer Grills 0 Crane 0 Reconnect to Existing Drain 0 Vibration Pads 0 Replace Cond. Drain 0 Hunicane C/U Straps 0 Cond. Pump. 115 240 0 Misc. Items 0 Secondary Pan nstallation is to the existing Copper, Electric, and Drain Lines. OPTION #15.-4:6 Brand p� AHU # �lit�rlji(��( lOA C/U # PIA ‘ 1 Heat Kw 5 8 ( 7.5 HP Fum Total Price FPL Rebate Net Price Net Price FR. Warranty Year Parts Year Labors s- OPTION #2 Brand AHU # C/U # Heat Kw 5 8 10 7.5 HP Fum Perzik4i T" y I qc Total Price FPL Rebate Net Price EXISTING EQUIPMENT BRAND CONDEIVER BRAND Models GF.�4,� Serials 0 1111 rf-a -r AIR HANDLER BRAND Models 6,6 G • as,''r` /f'if© MFR Rebates Year Compressor Parts Outdoor Coil Net Price MFR. Warranty Year Parts Year Compressor Parts _ Year Labors Outdoor Coil Service Contract 1211 Year O 2 Years O 3 Years O4Years )4'5 Years Service Call /1 C- Comment I hereby authorize COOL AIR USA Air Conditioning Service to charge the listed credit card for the amount of $ Paid by 0 Finance 0 Cash 0 Check # J� 2 0 Visa 0 MC AMEX 0 Discover CW # j� Ex. Date: -3S'°. � CC# �'T�9S ='� C621; S7i 7 Authorization # PC!' DL# Deposit By signing below, customer authorizes performance of the above service and agrees to the terms & conditions set forth on the reverse side of this agreement with regard to these services or any any charge for authorized al services authorized by Customer at the time the services Customer co ted. We agrees e not responsible for any ebrnra. ,: «: _ !::. all apps , j i,,, with CUSTOMER MUST REGISTER UNIT ONUNE FOR MANUFACTURE WARRANTY H A V E VERIFIED T H A T THE A C UNIT IS IN WORKING CONDITIONAND THE WORK HAS BEEN COMPLETED TO MY SATISFACTION. Customer: Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC 19- ~11 °1 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): l attx I" E_ qtkiA City: Miami Shores Village County: Miami Dade Zip Code: Y 3 e 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 ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO 121°-..ARHI Sheet Attached: YESNO ❑ Contract Attached: YES E- UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER te AHU or PKG. UNIT MODEL # I' ® _r f g COND. UNIT MODEL #(� C,i \° , KW HEAT \ I� f, NOM TONS AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / P G UNIT ®, EE SEER YES NO REP G DUCTS Y S� I YES NO REPLACING THERMOSTAT YES . , YES NO NEW 4"CONCRETE SLAB YES , .-- i YES NO NEW ROOF STAND YES • YES NO NEW RETURN PLENUM BOX YES c " 1. Minimum Circuit Ampacity (Wire Size : 2. Maximum Overcurrent Protection eaker Size): 3. Voltage of Circuit (208/240/480): c3 j t;L,to 4. Size Disconnecting Means: / l' Contractor's Company Name: 0 C 0 . I \V' (00 ww Phone: 94 C' 15 --(13 5 State Certificate or Registration N. Wit i 316 Gertificate of Competency N. Signature " Oro (Qualirier'sCnatur only) Date: tl Cu / -oiQ `°-C) r 1 Lo. the New De_gzee Corwareu Design Star Load Calculation Resultant intended for use with Rheem heatingand coding systems only CustomerInformation Street Address Location: 1248 ne 98th street, MIAMI-DADE, FL 33138 Latitude, Longitude 25.7791°, -80.1978* House Square Footage: 2456 sq. ft Name: JOHN PERIKLES Phone: 786-236-0254 Email: House Itiformation SHR .75 Number of residents Ceiling height Wall U-value 1 R-value 4 9 0.09 1 11 Floor U-value 1 R-value 0.2 1 5 Ceiling U-value 1 R-value 0.05 1 19 Window U-value 0.5 Window SHGF 0.85 Moisture grains 0.85 Duct loss % 10 Duct gain % 10 Cooling infiltraction (ACH) Heating infiltration (ACH) Winter ventilation 0.6 0.8 0 Summer ventilation 0 Desi • n Conditions Outdoor Dry bulb (°F) Daily range Relative humidity Moisture difference Heating Cooling 50 90 L Indoor Indoor temperature (°F) 50% 58 Heating Cooling 70 75 Design temperature difference(°F) 20 15 Heating Loads Area Btuh % of load Wall 1993 8.9 Floor 6188 27.7 Ceiling 2603 11.6 Windows 3530 15.8 Infiltration 6030 26.9 System Efficiency Loss 2034 9.1 Total: 22379 Floor Heating Loads 22,379 BTU/hr Infiltration System Efficiency Loss Ceiling Windows Area Btuh % of load Wall 1495 2.7 1953 3.5 30775 55.6 Ceiling Windows Sensible Infiltration 3392 6.1 Latent Infiltration 8108 14.7 System Efficiency Gain 4572 8,3 Internal 2756 5 Sensible People Load 1130 2 Latent People Load 1130 2 Total: 55309 Sensible load 46072 Latent load 9237 0.83 Capacity at .75 SHR 5.12 Tons SHR Windows Cooling Loads 55,309 BTU/hr f Sensible People Load Latent People Load Wan celllng Internal 0 60000 40000 20000 AED Graph 0 8am gam 10am Ilam 12pm 1prn 2pm 3prn 4pm Spm 6pm 7pm apm System equipment selection w Ott -11d Summer Outdoor Summer Wet Bulb Summer Indoor Summer Design Grains Winter Outdoor Winter Indoor Sensible Cooling Latent Cooling Required Cooling Airflow Sensible Heating Required Heaing Airflow — Hourly Loads — Average iy the foilowing S derived vaiues. 90° F 77°F 75 °F 50% 50 °F 70°F 46,072 Btuh 9,237 Btuh 2,094 CFM 22,379 Btuh 291 CFM Aii calculations are based upon approved rivac industry standards and procedures, and comp a ocai state and federal code requirements.. Ail computed results are Esdroates. Product provided by Energy Design Systems and Idea Tree BMP International 2010 Florida Building Code State Approved, FL 14239 -R1 EQUIPMENT TIE DOWNS TD04 1" x 4" Tie Down Clip, GaIv /Powder Coat, 4 /Bag TD06 1" x 6" Tie Down Clip, GaIv /Powder Coat, 4 /Bag TD08 1" x 8" Tie Down Clip, GaIv /Powder Coat, 4 /Bag TDO4SS 1" x 4" Tie Down Clip, Stainless Steel, 4 /Bag TDO6SS 1" x 6" Tie Down Clip, Stainless Steel, 4 /Bag TD042L 2" x 4" Tie Down Clip, GaIv /Powder Coat, 4 /Bag TD062L 2" x 6" Tie Down Clip, GaIv /Powder Coat, 4 /Bag TD062 2" x 6" Fat Cat Clip, Galvanized, 4 /Bag BMP International, Inc., 4710 28th St N, St. Petersburg, FL 33714 - 727 - 458 -0544 Note: This file contains approval information from www.floridabuilding.org for BMP tie down clips. Information required by building departments will vary, from listing the approval number, FL14239 -R1, on your permit application to submitting copies of the drawings. Consult with the individual building departments for their requirements. This file can be downloaded in PDF format for use. Drawings 1 -4 contain the installation instructions. Florida Building Code Online 2/27/12 12:44 AM Bus"nes Protessi nation Product Awroval Mew > Product or Application Bernd > Wm/gala > Application Detail FL d FL14239 -R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St Petersburg, FL 33714 (727) 458 -0544 benmeng8(nyahoo.com Authorized Signature Xianbin Meng b4nmeng8Qyahoo.com Technical Representative Address / Phone/Email Quality Assurance Representative Address /Phone/Email Category Subcategory Compliance Method Structural Components Anchors Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L Bennardo, P.E. Evaluation Report Florida License PE- 0046549 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2013 Validated By Ryan I. King, P.E. g Validation Checklist - Hardcopy Received Certificate of Independence FL14239 R1 COI COI. DO Referenced Standard and Year (of Standard) Standard year ASTM 01761 -06 2006 ASTM 01761 -88 2000 Equivalence of Product Standards Certified By Sections from the Code Florida Licensed Professional Engineer or Architect FL14239 RI Eouty Eauiv.odf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products_ 09/29/2011 12/13/2011 12/18/2011 01/31 /2012 FL # Model, Number or Name Description 14239.1 Slotted Steel Tie -Down Clips, 1' and 2° Models Steel Ile -Down Clip System (For Use with Mechanical Units at Roof or Grade) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other. This design provides allowable capacities for the system. The required site - specific design pressure (demand) shall be calculated by others for use with this design. Installation Insbuetlons FL14239 R3 11 Dwo.odr Verified By: Frank L Bennardo, P.E. 0046549 Created by Independent Third Party: Yes Evaluation Reports FL14239 RI AE Eval.odf Created by Independent Third Party: Yes lino:/ /www.floridabuildingarg /pr /pr_ app_ dti. aspx? param= wGEVXQwtDquDNJErtOSCeittuP) H1Q1CosO1P02g2fFDQozJIHILPNyA %3d%3d Page 1 of 2 I NtINEERiNG. 8XRESS® Product Evaluation Report November 4, 2011 Application Number. FL #14239 FLB Project Number: 11-BMP -0001 -01 Product Manufacturer BMP Intemational Manufacturer Address: 4710 28th Street North St. Petersburg, FL 33714 Product Name: Slotted Steel Tie -Down Clips, 1" and 2" Models Product Description: Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of !.ommunity Affairs (Florida Building Commission) Rule Chapter 9N- 3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and /or evaluated as summarized herein to show compliance with the 2010 Florida Building Code and is, for the purpose intended, at least equivalent to that required by the Code. Re- evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing #11- BMP - 0001 -01 titled "Mechanical Unit Steel Tie -Down Clip Capacities: At -Grade and Roof -Top Mounted Applications ", sheets 1-4, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Ultimate test loading structural performance has been tested in accordance with ASTM 01761 -88 test standards per test report(s) #TEL 01970387A and #TEL 01970387B by Testing Eval tion,Laboratories, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Unit Wind Pressures 2. Minimum Allowable Unit Width 3. Maximum Allowable Unit Height 4. Minimum Unit Weight 5. Maximum Allowable Unit Surface Area 6. Clip Configuration and Anchor Spacing 7. Anchor Capacity for Various Substrates 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 - 354 -0660 FAX: 954 -354 -0443 WWW,ENGEXP,COM ENGINEERING EXPRESS' BMP INTERNATIONAL — SLOTTED STEEL 'I'It ,DOWN CLIPS 1"/2" November 4, 2011 Page 2 of 2 8. Maximum Allowable Additional Uplift per Clip in Combination with Lateral Forces (For Use with Rooftop Applications) No 33% increase in allowable stress has been used in the design of this product Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s) on the Product Evaluation Document (Le. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (Le. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (Le. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this products respective anchor schedule shall be designed for on a site - specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 -354 -0660 FAX: 954- 354 -0443 WWW.ENGEXP.COM BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CUP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS tCENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE MECHANICAL UNIT. MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES. 1501.8 MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, VP. SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CUPS. SEE DETAIL 1/4 B 2(4 IN ADDITION TO TIE -DOWN SCHEDULE FOR CLIP INFORMATION, TYP. 3° MAX ... TYP. HOST STRUCTURE DESIGN BY OTHERS. SEE TIE-DOWN SCHEDULES FOR ALLOWABLE SUBSTRATES. NOM WOOD MEMBERS MAY NOT BE USED FOR ROOFTOP APPLICATIONS PER PBC 1522. DOUBLE CLIP OPTION: (2) TOTAL CUPS MAY BE USED AT EACH CORNER (ONE EACH ON OPPOSING CORNER FAGS, 3° FROM CORNER APEX, TOTAL OF (8) CUPS PER UNIT FOR THIS OPTION). EACH CLIP SHALL NOT EXCEED 3° MAX OFFSET FROM END OF MECHANICAL UNIT AS DETAILED HEREIN. DO NOT SPACE CONCRETE ANCHORS CLOSER THAN THE ALLOWED SPACING LISTED IN THE TIE -DOWN ANCHOR SCHEDULES. SEE SHEETS 2&3 FOR MORE INFORMATION. MECHANICAL UNIT TIE - DOWN ISOMETRIC „ 1•_D° ISOMETRIC .FOR CLARDY, THIS ISOMETRIC ONLY SHOWS 1° CUPS. THE ISOMETRIC LAYOUT IS TYPICAL FOR BOTH r AND 2' CUP APPLICATIONS. 2° CUPS ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE TIE -DOWN CLIP DIRECTIVE EXAMPLE L RESTRICTIONS ING2XRESTRICTIONS LISTED HEREIN. THE SHEETS 289 ED TO DETER/ SE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL. mar WITH THE FOLLOWING CRRERIA= 36' TALL x 36° DEEP 24' WIDE, 150 LB WEIGHT AS VERIFIED BY OTHERS, INSTALLED TO 31921(SI NUM. CONCRETE AT GRAPE AS VERIFIED BY OTHERS. PROCEDURE: PRocEDURE 8TBP LOCATE THE AT GRADE TIE -DOWN SCHEDULE ON SHEET 2 AND SELECT WP TYPE DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTAL ED CHECK MAXIMUM UNIT HEIGHT RESTRICTION CHECK MINIMUM UNIT WIDTH RESTRICTION DETERMINE THE NUMBER OP CUPS TO Be USED AT EACH CORNER OF THE MECHAPRCAI. UNIT R&4ULT CO1310181° STEEL CLIP 36°‘36 ° <9PI' UNIT HEIGHT IS 36° WHICH IS LE55 Tf Ali M MAXIMUM ALLOWABLE HEIGHT OF 40' I�+ CONSIDER (1) CLIP AT A CORN IN5TAILED TO CUFCRETE 5085785 CONCLUSION: MAXUIUM ALLOWABLE LATERAL DESIGN PRESSURE. 140PSPJ (COMPARE MI5 VALUE TO THE SEPARATE SITE SPECIFIC REQUIRED 655188 WINO PRESSURE PLOWED BY LICENSED ENGINEER OR REGISTERED ARCNtttt.t; NOT INCLUDED IN 7815 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING 2. CODE 33 ZONE. 1/3% INCREASE 8i ALLOWABLE STRESS HAS BEEN USED IN THE N DESIGN OF THIS SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS OTEL 01970387A, OTEL.01970387B BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 4, ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED HEREIN ARE DETERMINED THROUGH DES 11NG REPORT DATA AND RATIONALLY CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. 5. REQUIRED LATERAL AND /OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 6. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIPICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHAD. BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 7. FASTENERS TO BE 012 X i6° OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE TAPCONS REFERRED TO HEREIN SHALL 8517W 81111.DEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3192 KSI MIN CONCRETE. SEE ANO10R SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 8. ALL STEEL CLIPS SHALL BE ASIPH A283 STEEL (GRADE D) WITH Fy = 33 KSI OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT ENAMEL OR OTHER APPROVED PROTECTION IN ACCORDANCE WITH THE 2010 HLC SECTIONS 2203.2 AND 2220.690 -RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THI5 CERTIFICATION. AS A 81811UM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4° MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI, MESS NOTED OTHERWISE. 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW P188 GRADE 02 WITH SPECIFIC GRAVITY G = 0.55 OR GREATER. DIRECT CONNECTION TO WOOD MEMBERS /SI EEPERS IS NOT 888841 TIED FOR ROOFTOP APPLICATIONS PER FBC SECTION 1522. 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MFRS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.B.C. 2003.8.4. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ON51TE DESIGN PROFESSIONAL AND 15 NOT INCLUDED IN THIS CERTIPICATION.EXCWT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 14. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE COMMONS DIFFEREMT FROM THE CONDITIONS DETAILED HEREIN, A UCEMSED ENGINEER OR REGISTERED ARCIHIIRa.I SHA1. PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN C 08i1UNCTION WITH THIS DOCUMENT. 15. WATER TIGHTIESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL E45URE THAT ANY REMOVED OR ALTERED WATERPROOFING NEMBRA1E IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER - TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 11- BMP -0001 scwu H.T.B. 101 PAGE 8®(818716 �9" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM ALLOWABLE LATERAL wimp rNesnur® Inna:nun ,v raw, s.sa,... a., 510(5141114 SURFACE (1) CUP AT EACH CORNER (TOTAL OF4(21P8 PER UNIT) (2) CLIPS AT EACH CORNER (TOTAL OF 8 CUPS PER UNIT) AREA OF UNITS IE1I UNIT WIOTIi 000081'7 SHEET METAL SCREW SHEET METAL SCREW WOOD SCREW TO 7881105 TO SHEET SHEET METAL 91000 SCREW TO LARGEST FACE 7881185 TO CONCRETE TOALUMINUM TO STEEL WORD CONCRETE INUMO SCREW TO STEEL WOOD 4 P1' 91 P8F 91 P8F 91 P8F 91 P8 190 PS 190 PSF IODPSF 100 PSF 8 PT' 01 PSF 01 P8F 81 PSF 81 P8 100 P8F 100 PSF IOOPB 190 PSF ... _. -. ._..._.T - .,0811. 40 PSF ... 40P8F . ..77 PSP 77 PSF ' 7 P$F 77 Pb"f ....�.�. QS °NBC ?A °695 �ly.� 12 FT' 30 PSF 34 PSF 30 PSF 30 P8 58 F5F SB P8 68 P8 68 PS `�. 16 PT' 22 PSF 22 P8F 22 P8 22 P8 43 P8 43 PSI' 43 P8 43 P8F 20 PT' 28 P8F 28 P8F 26 P8 ; 49 49 P8 49 PSF 47 PEW 28 FT' CO MAX 48' MIN % O% % %�� % % % % % /� %` %f % 33 33 33 P8 31 PSP 38 Ear %%/%%%/ %/ %� %/ 27 21 27 PEF 28 1. TIE-DOWN CUPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -812 SAE GRADE 5 SHEET METAL SCREWS. ((S)-SHEET METAL SCREWS REQUIRED POR LONG CUPS, SEE 0ETA112/4.) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 21. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MM. ALUMINUM SHEET WITH 711740 KW, 0.125• MIN. TIUQWESS. 2.2. STEEL HOUSING UNITS SHAD. BE 331(51 MIS. STEM., GRADE 33, 22GA MIN. (1=0.0299"). 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LASTING CAPACITY OF THE 1' CUP. 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSI' HAS B�1 UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. AN(`HfP SCHEDULE: ... _. • _' SUBSTRATE - - -"-- *110508 CONCRETE: (1)-W61 CARBON $,o51 ITN BUILDS( 7141105,1!4° FULL EMBED TO CONL81418. 213' MIN. (4° 701115 MI5, 3192550 MIN.) EDGE DISTANCE, 3' MI5.5881110070 ANYAD)ACENTANCMOR ALUMHN )5; (1)414 509 GRADE 5 511807 METAL SCREW 70 ALUMINUM, PROVIDE (5) PINCHES MI5. (0.125° MIN. THICK, 6061 -T6 MI5. ALUMINUM) PAST THREAD PLANE P08 SHEET MEIN. SCREW. 91550 (1)•814 540 GRADE 5 55587 METAL SCREW 11)51881, PROVIDE (5) P1511589 MI5. PAST (8.125' 11114. THICK, 331(91 MIN. STEEL) THREAD 811419E P014 511807 METAL SCREW. SEALED WOOD: (1)414 SAE GRADE 5 VA70D 500871 TO 91000 MEMBER. P8011100113' MIN. 7115891) (50117055(4 YELLOW FINE, 6=0.55 OR 9E71E6) PENETRATION, 1' MIN. 0316E DISTANCP,1 MIN. 8100 D157ANCE. 12" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: - DENOTES VALUES NOT APPROVED FOR USE OF SHEET METAL 014X041114 *110914618 LATERAL WIND PRESSURE (ANCHOR 10 005 STRUCTURE) MAXIMUM SURFACE UNIT UNIT (1) 015' AT EACH 0X145115 (7'0741 OF 4 0189 PER UNIT) (2) CLIPS 11700115 CORNER (TOTAL OF 0 CUPS PER 11511'1 AREA 11Ni'TS 1TFIGHT WIDTH 511887 METAL SCREW SHEET METAL SCREW WOOD SCREW TO SHEET METAL WOOD SCREW 70 080'1105'7 FACE TO ALUMINUM TO 51081 91006 AWMIWSM 5018917087551. 91000 4 FT' 100 PSF 108 P 100 PSF 100 PSF 100 PSF 100 PSF 0 P7' 100 851' 100 P5F 100 P5F 100 (5P 100 851' 100 D5P 9 P7' 48' MAX 24' MIN 67 PSF 67 851' 67 PSF 100 558 100 851' 100 PSF 12 PT' 50 851' 50 PSF SO PSP 99 P&P 09 881' 99157 18 PT' 38 858 38 887 38 PSP 74151' 74 PSF 74 PSF 501`r 41881' 41 P5F 41 P51' 80 P8F 00 P.'.R 90 P5F 25 PT' �. MAX 48' MIN 33 ME 33 P5F 33 851' 64 851' 64 PSP 64 851' 27 851' 27 851' 27 P5F 53 53 851' 53 858 38 FP //�/ � / / /l / / / % / % / % / / / / / / / / /� /// 44 PS 44 851' 44 858 1. TIE-DOWN CUPS SHALL BE FASTENED TO MECHNRCAL HOUSING LINO MIN MY sl<>JK want. a',.s..� -„w. �.........,. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE F(ILOWING: 2.1. ALUMINUM 1000SING UNITS SHALL BE 6063.76 MTN. ALUMINUM SHEET wart FLy =30 051, 0.125' MIN. THICKNESS, 2.2. STEEL HOUSING UNITS SHALL BE 33X50 MIN. STEEL, GRADE 33, 2204 MI5. (1=0.0299 °). 3. A MAXIMUM ALLOWABLE VALUE OP 100 PSF HAS BEEN UT112ED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING ANCHOR SCHEDULE_ .... _. • - • SUBSTRATE *50808 *1184155114: (2) -814 SAE GRADE 5 514887 METAL SCREW TO ALUMINUM, PROVIDE (5) 8150485 MIN. P (0425' MIS. 701115, 6061 -76 MI5. ALUMINUM) THREAD P145E P08 50817 METAL SCREW. 578011 (2)414 508 118881)8 5 SHEET METAL SCREW 71) STEEL, 8801110E (5) 81500£5 MSS. PAST (0.125' MIN. 10511X, 33 XSI MDD. STEEL) THREAD PLANE FOR SHEET METAL 904891. SEALED W4MD. 1 -Ij2' MIS THICKNESS: (2)414 508 GRADE 5 WOOD SCREW TO WOOD 5134898, PROVIDE Sr MIN. THREAD (SOUTHERN YELLOW PINE 04.55 0Q 807098} PENETRATION, I' MIS. EDGE DISTANCE, 3' MIN. END 018T4N11E. - DENOTES VALUES NOT APPROVED FOR USE METAL 1. TIE-DOWN CUPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -812 SAE GRADE 5 SHEET METAL SCREWS. ((S)-SHEET METAL SCREWS REQUIRED POR LONG CUPS, SEE 0ETA112/4.) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 21. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MM. ALUMINUM SHEET WITH 711740 KW, 0.125• MIN. TIUQWESS. 2.2. STEEL HOUSING UNITS SHAD. BE 331(51 MIS. STEM., GRADE 33, 22GA MIN. (1=0.0299"). 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LASTING CAPACITY OF THE 1' CUP. 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSI' HAS B�1 UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. AN(`HfP SCHEDULE: ... _. • _' SUBSTRATE - - -"-- *110508 CONCRETE: (1)-W61 CARBON $,o51 ITN BUILDS( 7141105,1!4° FULL EMBED TO CONL81418. 213' MIN. (4° 701115 MI5, 3192550 MIN.) EDGE DISTANCE, 3' MI5.5881110070 ANYAD)ACENTANCMOR ALUMHN )5; (1)414 509 GRADE 5 511807 METAL SCREW 70 ALUMINUM, PROVIDE (5) PINCHES MI5. (0.125° MIN. THICK, 6061 -T6 MI5. ALUMINUM) PAST THREAD PLANE P08 SHEET MEIN. SCREW. 91550 (1)•814 540 GRADE 5 55587 METAL SCREW 11)51881, PROVIDE (5) P1511589 MI5. PAST (8.125' 11114. THICK, 331(91 MIN. STEEL) THREAD 811419E P014 511807 METAL SCREW. SEALED WOOD: (1)414 SAE GRADE 5 VA70D 500871 TO 91000 MEMBER. P8011100113' MIN. 7115891) (50117055(4 YELLOW FINE, 6=0.55 OR 9E71E6) PENETRATION, 1' MIN. 0316E DISTANCP,1 MIN. 8100 D157ANCE. 12" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: - DENOTES VALUES NOT APPROVED FOR USE OF SHEET METAL 014X041114 *110914618 LATERAL WIND PRESSURE (ANCHOR 10 005 STRUCTURE) MAXIMUM SURFACE UNIT UNIT (1) 015' AT EACH 0X145115 (7'0741 OF 4 0189 PER UNIT) (2) CLIPS 11700115 CORNER (TOTAL OF 0 CUPS PER 11511'1 AREA 11Ni'TS 1TFIGHT WIDTH 511887 METAL SCREW SHEET METAL SCREW WOOD SCREW TO SHEET METAL WOOD SCREW 70 080'1105'7 FACE TO ALUMINUM TO 51081 91006 AWMIWSM 5018917087551. 91000 4 FT' 100 PSF 108 P 100 PSF 100 PSF 100 PSF 100 PSF 0 P7' 100 851' 100 P5F 100 P5F 100 (5P 100 851' 100 D5P 9 P7' 48' MAX 24' MIN 67 PSF 67 851' 67 PSF 100 558 100 851' 100 PSF 12 PT' 50 851' 50 PSF SO PSP 99 P&P 09 881' 99157 18 PT' 38 858 38 887 38 PSP 74151' 74 PSF 74 PSF 501`r 41881' 41 P5F 41 P51' 80 P8F 00 P.'.R 90 P5F 25 PT' �. MAX 48' MIN 33 ME 33 P5F 33 851' 64 851' 64 PSP 64 851' 27 851' 27 851' 27 P5F 53 53 851' 53 858 38 FP //�/ � / / /l / / / % / % / % / / / / / / / / /� /// 44 PS 44 851' 44 858 1. TIE-DOWN CUPS SHALL BE FASTENED TO MECHNRCAL HOUSING LINO MIN MY sl<>JK want. a',.s..� -„w. �.........,. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE F(ILOWING: 2.1. ALUMINUM 1000SING UNITS SHALL BE 6063.76 MTN. ALUMINUM SHEET wart FLy =30 051, 0.125' MIN. THICKNESS, 2.2. STEEL HOUSING UNITS SHALL BE 33X50 MIN. STEEL, GRADE 33, 2204 MI5. (1=0.0299 °). 3. A MAXIMUM ALLOWABLE VALUE OP 100 PSF HAS BEEN UT112ED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING ANCHOR SCHEDULE_ .... _. • - • SUBSTRATE *50808 *1184155114: (2) -814 SAE GRADE 5 514887 METAL SCREW TO ALUMINUM, PROVIDE (5) 8150485 MIN. P (0425' MIS. 701115, 6061 -76 MI5. ALUMINUM) THREAD P145E P08 50817 METAL SCREW. 578011 (2)414 508 118881)8 5 SHEET METAL SCREW 71) STEEL, 8801110E (5) 81500£5 MSS. PAST (0.125' MIN. 10511X, 33 XSI MDD. STEEL) THREAD PLANE FOR SHEET METAL 904891. SEALED W4MD. 1 -Ij2' MIS THICKNESS: (2)414 508 GRADE 5 WOOD SCREW TO WOOD 5134898, PROVIDE Sr MIN. THREAD (SOUTHERN YELLOW PINE 04.55 0Q 807098} PENETRATION, I' MIS. EDGE DISTANCE, 3' MIN. END 018T4N11E. - DENOTES VALUES NOT APPROVED FOR USE 014X041114 *110914618 LATERAL WIND PRESSURE (ANCHOR 10 005 STRUCTURE) MAXIMUM SURFACE UNIT UNIT (1) 015' AT EACH 0X145115 (7'0741 OF 4 0189 PER UNIT) (2) CLIPS 11700115 CORNER (TOTAL OF 0 CUPS PER 11511'1 AREA 11Ni'TS 1TFIGHT WIDTH 511887 METAL SCREW SHEET METAL SCREW WOOD SCREW TO SHEET METAL WOOD SCREW 70 080'1105'7 FACE TO ALUMINUM TO 51081 91006 AWMIWSM 5018917087551. 91000 4 FT' 100 PSF 108 P 100 PSF 100 PSF 100 PSF 100 PSF 0 P7' 100 851' 100 P5F 100 P5F 100 (5P 100 851' 100 D5P 9 P7' 48' MAX 24' MIN 67 PSF 67 851' 67 PSF 100 558 100 851' 100 PSF 12 PT' 50 851' 50 PSF SO PSP 99 P&P 09 881' 99157 18 PT' 38 858 38 887 38 PSP 74151' 74 PSF 74 PSF 501`r 41881' 41 P5F 41 P51' 80 P8F 00 P.'.R 90 P5F 25 PT' �. MAX 48' MIN 33 ME 33 P5F 33 851' 64 851' 64 PSP 64 851' 27 851' 27 851' 27 P5F 53 53 851' 53 858 38 FP //�/ � / / /l / / / % / % / % / / / / / / / / /� /// 44 PS 44 851' 44 858 1. TIE-DOWN CUPS SHALL BE FASTENED TO MECHNRCAL HOUSING LINO MIN MY sl<>JK want. a',.s..� -„w. �.........,. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE F(ILOWING: 2.1. ALUMINUM 1000SING UNITS SHALL BE 6063.76 MTN. ALUMINUM SHEET wart FLy =30 051, 0.125' MIN. THICKNESS, 2.2. STEEL HOUSING UNITS SHALL BE 33X50 MIN. STEEL, GRADE 33, 2204 MI5. (1=0.0299 °). 3. A MAXIMUM ALLOWABLE VALUE OP 100 PSF HAS BEEN UT112ED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING ANCHOR SCHEDULE_ .... _. • - • SUBSTRATE *50808 *1184155114: (2) -814 SAE GRADE 5 514887 METAL SCREW TO ALUMINUM, PROVIDE (5) 8150485 MIN. P (0425' MIS. 701115, 6061 -76 MI5. ALUMINUM) THREAD P145E P08 50817 METAL SCREW. 578011 (2)414 508 118881)8 5 SHEET METAL SCREW 71) STEEL, 8801110E (5) 81500£5 MSS. PAST (0.125' MIN. 10511X, 33 XSI MDD. STEEL) THREAD PLANE FOR SHEET METAL 904891. SEALED W4MD. 1 -Ij2' MIS THICKNESS: (2)414 508 GRADE 5 WOOD SCREW TO WOOD 5134898, PROVIDE Sr MIN. THREAD (SOUTHERN YELLOW PINE 04.55 0Q 807098} PENETRATION, I' MIS. EDGE DISTANCE, 3' MIN. END 018T4N11E. - DENOTES VALUES NOT APPROVED FOR USE 1" STEEL CLIP TIE -DOWN SCHEDULE: ROOF TOP MOUNTED INSTALLATIONS : (ANCHOR TO HOST STRUCTURE) MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WIND PRE (1) CLIP AT EACH CORNER (TOTAL OF 4 CLIPS PER UNIT) TAPCON TO CONCRETE SHEET METAL SCREW I SHEET METAL SCREW YOALUMIN1.M TO EL (2) CLIPS AT EACH CORNER (TOTAL OF 8 CUPS PER UNIT)..__ SHEET METAL TAPCON TO SCREW TO SHEET METAL CONCRETE ALUMINUM SCREW TOSTEEL 4 F 6 F 9 FT. 48 °MAX 24 "MIN 12 FT' 18 FT. 20 FP 25 FP 60 " 30 FP 38 FP 48.5464 62 PSF 41 PSF 27 PSF 62 PSF 41 PSF 27 PSF 62 PSF 41 PSF 27 PSF // / o //rrr /ffr/ 1 % f /// /, ///// / % / % /// rr / i %/ % 100 PSF 100 PSF 100 PSF 77 PSI. 77 PSF 77 PSF 51 PSF 51 PSF - 51 PSF 't PSF 29 PSF 33 PSF 26 PSF 38 PSF 29 ME 33 PSF 26 PSF 38 PSF PSF 33 PSF 26 PSF NOM ROOPIO 71RTAOANOKSSNALL CONFORM TO NOROA 84OILRm9 CON E 5E000N I509 (AND IS& FOR 1501 ROCNREt G57TWROOF NOIS/ID 1141BCAL 5405 NE NOM= ON CURBS RAISED ANf#BWNOFSNICHES ARM THE ROOF MONA OR N IRA 0 INNERFROO54155 ERFMS 1xIMO TOM 7N1, ME NI RQUIPNENTSUPPONIS PROVIDINGA AMNON CODE 7O 70055t0A1R5 5131AC'EF1EN7, ANWON NA NENNOEO+YMR ROOF= SYSTEM.ANYQPTB OR SORROW' UMIZED WRIT MIS OESIGNSSSAU NAVE SPPARATE 00CUMENDIT1ON VENOMS SEEGROYAND ISOUIVIDE INFSCCNEOFNRS 1. TIE -DOWN CUPS SHALL BE FASTENED 70 MECHANICAL HOUSING UNIT WITH (3)4112 SAE GRADE 5 SHEET METAL SCREWS. ((5 )-SHEET METAL SCREWS REQUIRED FOR LANG CUES, SEE DETAIL 114.) 2, MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: ADDITIONAL ALLOWABLE UPLIFT: 90 LBS /CLIP 2.1. ALUMINUM HOUSING UNITS SHALL BE 606346 MIN. ALUMINUM SHEET WITH Pty.301(51, 0.125' MM. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 331(941141N. STEEL, GRADE 33, 22GA MIN. (1.40.0299 °). (DESIGN TABLE ACCOMMODATES MAX OO1B/CSPAS ADDITIONAL UPLIFT IN 3. MAXIMUM ALLOWABLE WINO PRESSURES FOR EACH INDIVIDUAL. SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE I" CUP. COMBINATION WITH UPLIFT CAUSED BY OVERTURI1m1G FROM LATERAL A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC FORCES. SEE ASCE 7 -10 SECTION 20.5 FOR MORE INFORMATION.) ENGINEERING. aT2nmlasl6 TUTL2Pl' PER UNIT IS BASED QN SUBSTRATE ANCHOR CONCRETE: (4" THICK MIN, 31921061 MIN.) (1)-V4.0 CARSON STEEL ITW BUILDER TAPCON. 1%" FULL EMBED TO CONCRETE, 2)5" MIN. EDGE DISTANCE, 3" PUN. SPAQNG TO ANT AOIACPIi T ANCHOR. AWPBRUM: (0.125' MIN. THICK, 646146 MIN. 1,0151554) (1)-614 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM. PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: (0.125° MIS. THICK, 33 KSI MIN. STEEL) (1).414 SAE GRADE 5 SHEET METAL SCREWED STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. 1. EMBE05EN1 AND EDGE DISTANCE EXCLUDES MARSHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. TABLE 1,56680: ENIA - DENOTES VALUES NOT APPROVED FOR USE 2" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS: MAXIMUM SURFPtl 5 AREA 05 UNITS LARGEST FACE or HEIGHT UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WOOD PRESSURE (ANCHOR TO HOST STRUCTURE) (1)13IP AT 0801 CORNER (TOTAL OF CLIPS PER UNIT) (2) CLIPS AT (TOTAL OF 8 SHEET METAL ALSCREW UMINUM EACH CORNER CUPS PER UNIT) SHEET PETAL SCREW TO STEEL SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL 4 F3* 48" MAX 24' MIN 100 PSF 100 P5F 104 PSF 100 PSF 6 FP — .— 9 FP -- —..... 12 FP _....._, 84 PSF 56 PSF 84 PSF 100 PSF 100 PSF 56 PSF 100 P5F 100 PSF 42 PSF 42 P5F 82 PSF 82 PSF 18 FP 31 PSF 31 PSF 61 PSF 61 151' 20 FT` 60 "MAX 48 ° MIN 34 PSF 34 PSF 67 PSF 67 PSF 25 FP 27 PSF 27 PSF �� �r�� //r����„el - i / / /rr / / / / / / / / / / / / ///i �/ 53 PSF 53 PSF 30 FT' 44 PSF 44 PSF 38 FT. _. . 11E-DOWN CLIPS SHALL BE FASTENED TO OWOMPUCAL HOUSING UNIT WITH (3 )-612 SAE GRADE 5 SHEET PETAL SCREWS. 2. MECHANICAL HOUSING UNIT SHALL CONFORM ID THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 606346 MUG. ALUMINUM SHEET WITH Fty=30 554 0 .125° MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 331151 M64. STE4i, GRADE 33, 22GA MIN. (t=).0290') 3. A MAXIMUM ALLOWABLE VALUE OF SOO PSF HAS BEEN U17LIZEO; FOR HIGHER DEMAND CAPAQTIE4 CONTACT THIS ENGINEER FOR SITE- SPECIFIC ENGINEERING. " •• • ••• II.. • • SUBSTRATE ANCHOR ALUMINUM: (0. 125° PAN. THICK, 6061 -T6 MIN. ALIRIPIUM (2)114 SAE GRADE 5 SHEET METAL SCREW TO ALUPffiSIM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: (0.125° MIN. THICK, 33 KIST MIN. STEEL) (2)-514 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXO.UDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. ANTE: R001-177PINSIA1A15LV5 STALL CONION4 TO NOROA S4NOfi56 N46T SECTION UNA WfD 1.522 FOR MO) W 005'4 REQUIRES TONT ROOF MOOED NECI NEON LBWS BE MOWED ON 11001* RAISEDARROWRNOFSUOESABOVETHE ROOF NOMA OR 18161E ROO)AYIPATEWRIS MONO BE ATH N$ VINIG OVRA6'ED CLEARANCENEDINT INW MOWN 1$16ARM05 IMO OPT MOW CODE NIMORTREPR0M RENRCENENT,ANWOR NAM:WNTEOF INR ROGNINGSYSIEN. RAYCION OR SUPPO554751210WLT 77RS DESIGN AYN2 MVP 5444550554700051405016505541300 Ih7EGRNYAND IS OUTS1OE TNESCOPE Of THIS \CFRONCAYMN ADDMONAL ALLOWABLE UPLIFT: 90 LBS/CLIP (DESIGN UPLIFT 1N COMBINATION WITH UUPUFT CAUSED BY OVERTURNING FORCES. SEE ASa 7-10 SECTION 29.5 FOR MORE INFORFA1RRV.) ALLOWABLE UPIIPA PER UNIT IS BASED ON THE NUMBER OF CLIPS UTILIZEO x 9018 /C1IP EXAMPLE: 4 CUPS x90 LB/CLIP '3612.B (REQUIRED LIP UF7OEMAND SHALL OEDETERMINED ON A SITE SPECIFIC OASIS BYLICENSED &TOMER 03 REGISTERED ARCHITECT:• NOTINCL(AED IN THIS CERTIFICATION TAME LEGEND: - DENOTES VALUES NOT APPROVED FOR USE U z Q g N N z 11 -BHP -0001 Nt LQ"'� j At5,6; 1 PA08 oe6cRw�L 0.19' TVP. *FOR ANY CLIP LONGER THAN 10" UTILIZE (5)412 SAE GRADE 5 SHEET METAL SCREWS (PROVIDE 2-MIN. SHEET METAL SCREWS AT THE TOP OF THE CUP) TYP. 0.068° THICK ASTM A283 STEEL, TYP. (3) 412 SAE GRADE 5 SHEET METAL SCREWS AT TOP OP SLOT TYP. v 0.7r- WO HOLE, WITH ANCHOR FROM 1° CLIP ANCHOR SCHEDULE, TYP. 1 1" CLIP ISOMETRIC DETAIL N.T.S. 0.125° 0.1.13' THICK ASTM A283 STEEL, TYP. 0.7 7 (OTHER DIMENSIONS SIMILAR) ISOMETRIC (3) -#12 SAE GRADE 5 SHEET METAL SCREWS AT TOP OF SLOT, TYP. (6'0 HOLES, NOT TO BE USED FOR ANCHORS, TYP. 375° "00. FACTORY -MILLED V'O HOLES; UTILIZE ANCHORS FROM 2° CLIP ANCHOR SCHEDULE, TYP. 0.50° 0.50" 0.50° 2" CLIP ISOMETRIC DETAIL N.TS. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM - HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty.30 KSI, 0.125° MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE 331(51 MIN. STEEL, GRADE 33, RIGA MIN. (t =0.0299 °). 0.068° THICK ASTH A283 STEEL CUP, TYP. BASE OF UNIT SHALL 55 FLUSH WITH BASE OF CUP, NO SPACE PERMITTED, TYP. (3)412 SAE GRADE 5 SHEET METAL SCREWS THROUGH CLIP. TO MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN. .57- THREAD PLANE FOR EACH 5MS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR j SCHEDULE (VARIES) 1" TIE —DOWN CLIP s ANCHOR DETAIL 3° = V-0' DETAIL CUP LS DESIGNED FOR F11.1 CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 606346 MIN. AWMINUN SHEET WITH Fty.30 KSI, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL 55 331(51 MIS. STEEL, GRADE 33, 22GA MIN. (.0.02991. 0.113° THICK ASTM 5283 STEEL CLIP, TYP. BASE OF WET SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. (3)412 SAE GRADE 5 SHEET METAL SCREWS THROUGH CLIP TO MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR EACH sMS, TYP. 2" TIE —DOWN CLIP NCHOR DETAIL (2) ANCHORS PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE (VARIES) CUP 1S DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. C6. 4/FMMLBEINSMOPE 11 -BMP -0001 Sala, Nye. 101 ogee D&'R1QPfl0nt