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MC-12-1947Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 180133 Permit Number: MC -10 -12 -1947 Scheduled Inspection Date: December 03, 2012 Inspector: Perez, JanPierre Owner: NAVARRO, DAVID Job Address: 54 NE 107 Street Miami Shores, FL 33161- Project: <NONE> Contractor: COOL AIR USA INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1121360070120 Phone: (954)915 -1155 Building Department Comments NC CHANGE OUT TONS SEER RHEEM UNIT Infractio Passed Comments INSPECTOR COMMENTS False L) ) ) Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 30, 2012 For Inspections please call: (305)762 -4949 Page 12 of 29 Afikl'144. BUILDING PERMIT APPLICATION 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 Permit Type: MECHANICAL HANICAL � / JOB ADDRESS: ./`�1 GCI1.r'�m2 \ID FBC 20 Permit No. / f 2 I T4:l Master Permit No. City: Miami Shores County: Miami Dade Folio/Parcel #: 1 l 13(®' 001° 01 Is the Building Historically Designated: Yes 1 i NO OWNER: N ame (Fee S' le Titleholder): Address:5L1 intin Dauid iJOV JW Zip: ,33/ (P l Flood Zone: 2- r �,�/ Phone#: 30 1 �.�4 — % 1 City: Pi l Gu r✓t. '51/ O Tenant/Lessee Name: 5 2%%n-e Email: State: b't 3 t-'2 Tap: °3 3 RP Phone#: 340 s— Z 1 CONTRACTOR: Company Name: eeD / r Lt S Phone#: (9) Cif r—' I1 TS-- Address: L 15 / 81d.) IJ1 �!t, __itC, cif City: r� nfit state: zi 3/33 /Li Qualifier Name: 0 V L a 5/-0 Phone#: "'"! 15J �% 56 State Certificatio or'jRegistratio/n #: Contact Phonell��l ��f�U� DESIGNER Architect/Engineer: Certificate of Competency [D? Email Address: 1 kQI /'q02 ' Admai J at-7- Phone#: ear Footage of Work: ~ / f Value of Work for this Permit: $ 3, m ootage Type of Work: ©Address ClAllteration LINew a Description of Work: Marl (0 -ion i SJ f2h Wtt-4- . tZepair/Replace ODemolition Submittal Fee $ Permit Fee $ Aelf Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ t ' K Bonding Company's Name (if applicable) • Bonding Company's Address 10 f 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, 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 ect to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first i' ec n which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection l not ', ' approved reinspection fee will be charged. po W.1-14) Owner or Agent The foregoing instrument was acknoowledged�b form e e day of 19 , 2012 by 04 V C! A r i /' f r who is personally known to me or who has prod Contractor foregoing instrument was acknowledged be yof (5 ,2019, by 14/! V wkro, is personally known to me or who has KI)U WO as identification and who did NOT P L C: IIIA ortY, vf * * *** * * ** ** *** ** *** **** ** * *** * * * * **** *** * APPROVED BY Examiner Structurai Review Revised 3/12 2012)(Revised 07 /1W 07)( Revised 06/10/2009)(Rerised 3/15/09) ssion Zoning Clerk wag *Mb COOL MR U.S.A. Meanie* is Mr &Id Chuthet 41$1 SW 47th Art tWo 28 +Woo RA 33314 Ton Frac 147746S-155 vie nerrime is mote rn mono eol* 'Ho* Li lieserorc :At ti A. tbf i../IIFT111104,figibrealtifTIErr-MY 7 - • PROPOSAL Alt sit R42 AIMIOA ,s•••■•••••■•■•••■••••■••••■.- X8 # 1.114-WM1111111111411131iing , ••• r- „fir411#'4?;ii .141.■1■110-■ 010 Proud DheAlskel 0 Wiese Wm 0 Recomod *Mae Ow &nolo Odscam 0 OW Ste Ihrit chop 0/ 0 Mr Hock fi feconauctErking OAddlonitiuotrork 4.10 R e oo Oak V trihralor Ode ftwonnoct Resoll CI Ripen Cart MOO and Pow- tI5 51061117 --IV-- M troillio” Is Os re "doting WOK Rubio Dela Um Y49 °MON ft ig =YAM 101 1111111111111111111 121=11111 =11111111111111111111111111111M We Pee Nat Prim ▪ Vanenty War Pato War craeremar pule Wor taws Mew CintleXOt aqui 12 ewe ear MEI Het Kw 6 II 16 7.6 HP Flom E=11111111111111111111111111 L=11•111111111111111111 MI= C;C::::::11111111•11=11111111 E:=M11.111•1111111111 Sol No vainamey Wit Yaw Comprogoor Pots Wor Lam OuHoor COO I bundtv aillotga COMM USA et ColviOnee one flo IWO asdood wet Pale, 0 IFIrryw 0Ciclisc11 JftLoviii 0110 OAHU a* ONO -. Et Ore CCM Aut _ Wier 13Eskoliodlemnyi CI Me, Pone 0 Wages Pods Kl1fruia jt 0 Mo. Owe not116120.188ffieee 1 Q2ai 0 Wee* 13 411W* U5 aorrimaoll !KUM IIIIIIIIIIIIIIIIII Ifitntkal 1 oreolon 0 1 =101aw. ammals=c1Ippadcara"Lates Imo voides am paiftrmel. GEM. imbipmets Mil Nis at BIWA** onen 1014*Itmo 46.Adkin wit *Mb on litLitm 1040 OVII*40000 fed onto wig &Whoa 11.111101elem vat wrIghiPpOr Mama Wass atilholudbyetlimrevirftpais unkroiammarculit View* nopenWitett wino Woman ream& exporalint war mem mg Owe FORIMMUFACTUIVIV inweiwwwwwisTNEACtirelasiv101100iXPIVOCSINV111111115MAIMIESIICOMRSIEDICINIANNIVCrialt ONION41441711418' From:Stephanie Astrella H'axID: (S'Sol4520450 Date:10 /24 /2011 10 :54 AM Page: 8 Of 10 A » CERTIFICATE OF LIABILITY INSURANCE lonai2a12D ) 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 mama: Andrea Lopez at 314 PHONE Extr.954 452 -4900 (ac, No1:954 -452 -0450 , AIL ADDRESS:AndreaObbimi.com INSURER(S) AFFORDING COVERAGE NAIL* INSURER A :Atlantic Casualty Ins Co 42846 INSURED COOLA -1 Cool Air USA, Inc. 4151 SW 47th Ave. Ste. 2B Davie FL 33314 INSURER E ployers Preferred 10346 INSURER c: INSURER D : EACH OCCURRENCE INSURER E : DAMAGE TO RENTED PREMISES (E� ccurrence) INSURER F : MED EXP (Any one person) GES ERTIFICATE NUMBER: REVISION 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 - TYPE OF INSURANCE ADDL 1 - SUER . POLICY NUMBER POLICY EFF . tau POLICY EX? MIDDNYYY LIMITS A GEPERALLIABIUTY COMMERCIAL GENERAL LIABILITY 31328 10/21/2012 14121/2013 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED PREMISES (E� ccurrence) $100,000 MED EXP (Any one person) $5,000 CLAIMS -MADE IX OCCUR PERSONAL &ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000000 PRODUCTS - COMP/OP AGO 82,000,000 GEN'L AGGREGATE Lima/APPLIES PER: POLICY O- LOC r $ AUTOMOBILE — LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS — — _ SCHEDULED NON- -OWNED AUTOS COMBINE1Su1NGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident) $ UMBRELLA UAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ g WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE 0 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If yes describe under DESCRIPTION OF OPERATIONS below N 1 A EIG 1316785-0 3/21/2012 .3/21/2013 X WC STATU- I 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 t LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remake Schedule, H more apace le required) AC Service, Repair & Installation operations CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NO1ICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ACORD 26 (2010105) AUTHORIZEDR ESENrATIVE @7198E -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 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 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): Ne IMO Cil'ce-A- County: Miami Dade Zip Code: ' (0/ City: i'M ami Shores �Ila 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 D NO Er ARHI Sheet Attached: YESE. NO Contract Attached: YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER , y- A ; U AHU or PKG. UNIT MODEL # Ti.41*- 0 ' ` ,I a COND. UNIT MODEL # c‘.‘6 KW HEAT NOM TONS DP a . AHU CU PKG 1) M.C.A AHU CU AO PKG Api AHU CU PKG 2) M.O.P AHU CU 7,5PKG 19/14 AHU CU PKG 3) VOLTS AHU CU QA' PKG UNIT / / _- PKG UNIT 4 EER/SEER) 6 L �^ YES NO REPLACING DUCTS Y_ES NO YES NO REPLACING THERMOSTAT YES (NO ) YES NO NEW 4 °CONCRETE SLAB YES C NO ) YES NO NEW ROOF STAND YES Oi YES NO NEW RETURN PLENUM BOX YES N 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circuit (208/2401480):' "�`"�� /g`30 4. Size Disconnecting Means: Qj 35 Qom, Contractor's Company Name: t,: , 01 � (( It S A State Certificate or Registration N. 4 0 11'15(6(e Certificate of Competency N. Phone(g) 15 5 Signature (Qualiflenature only) Date: 101 li 1� 261 id- Miami-Dade My Home My Home Show Me: Property Information Search By: Select Item .PrT.,,Dertv AnDraser rirx trnator Summary Details: Folio No.: 11-213E007-0120 Property: 54 NE 107 ST Mailing DAVID E NAVARRO Address: MARIA SENIOR Floors: 54 NE 107 ST MIAMI Living Units: SHORES FL Adj Sq Footage: 33161- Propertv Information: Primary Zone: 1000 SGL FAMILY - 2101-2300 SQ 2011 0001 RESIDENTIAL - CLOD: SINGLE FAMILY Beds/Baths: 2/1 Floors: Market Value: Living Units: 1 Adj Sq Footage: 1,414 Lot Size: 9,225 SQ FT Year Built: 1940 •...74417417rtn" 1111r•W4KllM 36 52 41 PB 42-33 ;to 3•4•49440 DUNNINGS MIAMI SHORES EXT NO 3 LOT Legal 4 BLK 207 LOT SIZE Description. 75.000 X 123 OR 19391- 4547 11 2000 1 OR 27946-0020 1211 01 Assessment Information: Year: 2012 2011 Land Value: $75,421 $83,801 Budding Value: $137,602 $138,429 Market Value: $213,023 $222,230 Assessed Value: $213,023 $222,230 Taxable Value Information: Sale Information: Sale Date: 2092 2011 thority: axing Authority: Applied axable Applied Exemption/ Taxable Sales Value: Value: of examination of the Description: deed Era111.111111 tagianutt; , iiiialliaqi El I IIIIIIIIIII MOE ate-tar& •...74417417rtn" 1111r•W4KllM ;to 3•4•49440 Sale Information: Sale Date: 12/2011 Sale Amount: $295,000 Sale 0/R: 279115-0O20 Sales Sales qualified as a result Qualification of examination of the Description: deed View Aciditiona Safes Additional Information: Lom272-timiinthi DevelnnmEwit nistria ACTIVE TOOL: SELECT 1 1101 . ICiTN Aerial Photography - 2009 0 112 ft My Home I Prc22,,elty information I Property jaxel I Mdc1111)pitiog!..-4 1 prjaperty Hom,t 1 UsinOur Site Phone Directory I PrivaL4 I Disclaimer 1 if you experience technical difficulties with the Property information application, or wish to send us your comments, questions or suggestions please email us at VVebmaster. VVeb Site 2002 Miarril-Dade County. All rights resented. http://gisims2.miamidade.gov/myhorne/propmap.asP Page 1 of 2 MIAMI-DADE 111111 Legend Property Boundary .04 Selected Property Street el Highway Miami-Dade County Water 10/16/2012 Certificate of Product Ratings AHRI Certified Reference Number: 38AO$3 Date: 9/6/2012 Product Split System: Air - Cooled Condensing Unit, Coll with Btower Outdoor Unit Model Number: 14A IMM1 indoor Unit Model Number: RHLL- HY3$21 +RCSL.w3821 Marwdaaturer. RHEEM MANUFACTURING COMPANY TradelBrand name: RHEEM 14AJM SERIES Manufachrrer responsible for the rating of tide system combination is RHEEM MANUFACTURING COMPANY Rated as follows In accordance with AHRI Standard 21W240 -20N for Unarm AirConditioning and AN ace Neat �y Pump Equipment and subject to verification Orating stay by AHRI'sporrsored, independent, third Confine Capacity (Bich) 37600 EER Rating (Coo g): 100 SEER Rating (Copan& 16.00 • Wend Ge en a II Moab a venom nub pconausty NAM ON, Wass neeenberfne NN Wee. wNch ledeatea an avennemy femme. INECLAINIER ARM bane cvt weleIro a) NNW mtlu# WNW. NW nab* no sepeenWANnee, ** telivorai outworn! msna reependay abe Men e)ebedenrli ceNtffnmejksm wee* d sel ►tor desengegerany lnd ebbe Meta Wear pedennenne des inadat .arrra uneuthesind altedetko efiistittlotetleu COItherkt.certretel 1~ ay mod eat for ►mnReleand confingentkthe SEWN the &WNW sit TERMS AND common Ibe ornAeedsaft�tte teRemeyMt, j orb' pot he a =Med�a Coto Mad, in ar UM Or mew* Orpyany mum moot ear thett % ballebbelmesond and canfleadlel oNren e. CERTIFICATE VERIFICATION itm Infenaellen faiths made Mod en Me eadeineler con la Mad at weintineMbeentyme, Alr-Oomailarting, Scabs I dick en %AV elellleete" link and etEartt to ARM WHIM Mebaneetlumber� he don as AA1111111% and Raidsnandan um immwenitgawa .Imoim Wad ab000, and theaRgl a4alfa.W r" TO MN dim ©2012 Air - Cordoning, Heating, and Refrigeration Institute CERTIFICATE NO.; 127314186855909571 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, Ga Iv /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 f) Departner5 aas norrm Busines r?1 Professibbal Regulation Product Approval USSR: Pubic User 44 PM SSDndt Surcharge I Stem & Facts I Publications ' PSC Start I eas site nap 1 Links search 1 product Annrovst menu 2,sity,zajapissiostoth 5 Avocation lit 5 AppnmUen Detail FL * FL14239 -R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived €_I Product Manufacturer BMP International Inc Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 (727) 458-0544 benmeng8@yahoo.com Authorized Signature Xianbin Meng benmeng8@yahoo.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address /Phone/Emall 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 1. King, P.E. Validation Checklist - Hardcopy Received Certlflcate of Independence }114239 R1 COI COLDdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard year ASTM D1761 -06 2006 ASTM D1761 -88 2000 Florida Licensed Professional Engineer or Architect FL14239 RI Eouiv Eauly od( 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 Tle -Down Gip 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. Kasha nation Instructions FL14239 RI II Dwo.odf Verified By: Frank L Bennardo, P.E. 0046549 Created by Independent Third Party: Yes Evaluation Reports FL14239 RI A0 Evalodf Created by Independent Third Party: Yes http:// wow. floridabuilding .org /pr /pr_app_dtL aspic? Durum= vGEVXQwtDquDGErtOSCeIRuPIHlQlCos01P02g2fF0Qoz1 HiUwyA%3dfed 2/27/12 12:44 AM Page 1 of 2 El c�►FI` EE ING EXPRESS® Product Evaluation Report November 4, 2011 Application Number: FL #14239 FLB Project Number: 11 -BMP -0001 -01 Product Manufacturer: BMP International 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 Community 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 D1761 -88 test standards per test report(s) #TEL 01970387A and #TEL 01970387B by Testing Eval gtion,Laboratories, Inc. Rased figin jes • 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 Fratt` # PE664 91...' 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 '1'1EDOWN 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 (i.e_ 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 (i.e. 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 product's 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 L BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS *CENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE MECHANICAL UNIT. MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES. 1SOLB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TIP. STEEL TIE -DOWN CUPS. SEE DETAIL 1/4 & 2/4114 ADDITION TO TIE -DOWN SCHEDULE FOR CUP INFORMATION, TIP. HOST STRUCTURE DESIGN BY OTHERS. SEE TIE-DOWN SCHEDULES FOR ALLOWABLE SUBSTRATES. NOTE: WOOD MEMBERS MAY NOT BE USE) FOR ROOF -TOP APPLICATIONS PER FBC 1522. DOUBLE CLIP OPTION: (2) TOTAL CUPS MAY BE USED AT EACH CORNER (ONE EACH ON OPPOSING CORNER FACES, 3' FROM CORNER APEX, TOTAL OF (8) CLIPS PER UNIT FOR THIS OPTION). EACH CUP SHALL NOT EXCEED 3° MAX O11-SEI FROM END OF MECHANICAL UNIT AS DETAILED HEREIN. DO NOT SPACE CONCRETE ANCHORS CLOSER THAN THE ALLOWED SPACING Us ltl1 IN THE TIE -DOWN ANCHOR SCHEDULES. SEE SHEETS 2&3 FOR MORE INFORMATION. MECHANICAL UNIT TIE -DOWN ISOMETRIC ISOMETRIC FOR CLARITY, THIS ISOMETRIC ONLY SHOWS 1° CLIPS. THE ISOMETRIC LAYOUT IS TYPICAL FOR BOTH 1° AND 2' CLIP APPLICATIONS. 2° CUPS ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE. TIE -DOWN CLIP DIRECTIVE EXAMPLE (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GWEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS LISTED HEREIN, SEE SHEETS 283 FOR TIEDOWN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA= 36" TALL 36" DEEP 6 24' WIDE, 150 LB WEIGHT AS VERIFIED BY OTHERS, INSTALLED TO 3192 KSI MIN. CONCRETE AT GRADR AS VERIFIED BY OTHERS. x PROCEDURE: PROCEDURE STEP RESULT 1 LOCATE THE AT GRADE T1E -DOWN SCHEDULE ON SHEET 2 AND SELECT CUP TYPE CONSIDER 1° STEEL CUP 2 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 36`x36 °.9Fi' 3 CHECK MAXIMUM UNIT HEIGHT RFSTRICTION UNIT HEIGHT IS 36' WHICH 15 -C .. E .. + .. M ALLOWABLE (HEIGHT OF 48' UNIT W101615 24' WHICH IS EQUIVALENT TO ME MINIMUM ALLOWABLE WIDTH OF 24 CONSIDER (1) CLIP AT EACH CORNER, INSTALLED TO CONCRETE SUBSTPATE 4 CHECK MINIMUM UNIT WIDTH RESTRICTION 5 DETERMINE THE NI84BER OF CUPS TO BE USED AT EACH CORNER OF THE MECHANICAL UNIT CONCLUSION: MAXIMUM ALLOWABLE 1ATERAL DESIGN PRESSURE= 3QPSFi • (COMPARE THIS VALUE TO THE SEPARATE SITE SPECIFIC REQUIRED DESIGN WINO PRESSURE PROVIDED 615 LICENSED ENGINEER OR REGISTERED ARCM tt t; NOT INCLUDED IN THIS CERTIFICATION) GENERAL NOTES: 1. nu PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN A140 OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE 0151G14 OF THIS SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS *TEL 019703875, 6TEL 019703878 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 TESTING REPORT DATA AND RATIONALLY CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. 5. REQUIRED IATERAL 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 SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 7, FASTENERS TO BE *12 X 9,' OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE TAPCONS REFERRED TO HEREIN SHALL BE ITW BULLDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 31921CSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROT EL. l ION TO PREVENT ELECTROLYSIS. 8. ALL STEEL CUPS SHALL BE ASTM A283 STEEL (GRADE 0) WITH Fy = 33 XSI OR BE) t ER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION IN ACCORDANCE WITH THE 2010 FIX SECTIONS 2203.2 AND 2220. G90 -RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 9. ALL CONCRETE SPECIFIED HEREIN I5 NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI, UNLESS NOTED OTHERWISE. 10. AU. WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE GRADE *2 WITH SPECIFIC GRAVITY G - 0.55 OR GREATER. DIRECT CONNECTION TO WOOD MEMBERS /SLEEPERS 1S NOT PERMITTED FOR ROOF -TOP APPLICATIONS PER FBC SECTION 1522. 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.B.C. 2003.8.4. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & TNSTAI.LE0 BY OTHERS. 13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 14. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR 517E 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. 15. WATER - TIGHTNESS OF EXISTING 105T SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE 15 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. J/ COMM 11- BMP -0001 ECAItp KT& 101 914906CRIPRDNt 6 5 . ........ . 1" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: ;' \\ MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO HOST STRUCTURE) Sa... S * $ ,,, �,','., V,1 IIII M (1) CUP AT EACH CORNER (TOTAL OF 4 CUPS PER UN - (2) CUPS AT EACH CORNER (TOTAL OF 8 CUPS PER UNIT) TAPCON TO CONCRETE SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL WOOD SCREW TO W000 TAPCON TO CONCRETE SHEET ME SHTAL SCREW TO ALUMINUM O SHEET METAL SCREW TO STEEL WOOD SCREW TO WOOD 2 3�4. 4 FT' .48° MAX 24 ° MIN 91 PSF 91 PSF 91 050 91 PSF 100 PSF 100 080 100 PSF 100 PSF B FP 61 PSF 81 PSF 61 PSF 61 PSF 1001180 100 PSF 100 PSF 100 PSF i uhf 1,i ... 30 PSF 40PSF - ... - 40 PEF 40 PSF' - .. 77 PSF - 77 PSF ... 77 PSP 77 PSP 12 FT' 3008F 30 PSF 30 PSF 58 PSF - 68 PSF 68 PSF 58 PSF 16 FT' 22 PSF 22 PSF 22 PSF 22 PSF 43 PSF 43 PSF 43 PSF 43 PSF _ 20 FT' _. _.._._.30 FAT ..... SIT °MAX 48 `MIN 28 PSF % / / /� /�� /� 26 P8F 26 PSF /%f %� / 49 PSF 48 PSF 49 PSF 47 PSF /� 39 PSF 37 PSF / / / / / /�//,d /� ///�����/�//// ' �� / /�. 33 PSF ��� �� 33 PS 33 PSF 31 PSF .......__. 28 PSF 27 PSF 27 PSF 27 P5F 1. T1E-DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -512 SAE GRADE 5 SHEET METAL SCREWS. ((5) -SHEET METAL SCREWS REQUIRED FOR tONG CUPS, SEE DETAIL 1/4.) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM H01181NG UNITS SHALL BE 6063_T6 MIN. ALUMINUM SHEEP WITH Fty=30 ICS1, 0.125° MIN. THIOCNESS. 2.2. STEEL NOUSING UNITS SHALL BE 33451 MIN. STEEL, GRADE 33, 22CA MIN. (1=0.0289°). 3. MAXIMUM AU.OWABLE WINO PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE UNITING CAPACITY OF THE 1° CUP. 4, A MAXIMUM ALLOWABLE VALUE OF 100 PSP HAS SEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ANCHOR ANCHOR SCHEDULE NOTES: CONCRETE: (4° THICK PUN, 3182451 MIL) ALUMINUM: (0.123° MIN. THICK, 6061-T6 MIN. ALUMINUM) (1)45'0 CARBON STEEL ITW BUILD EX TAPCON, 1555' FULL EMBED TO CONCRETE, 2)5° MIN. EDGE DISTANCE, 3° MIN. SPACING TO ANY ADIACENTANCHOR. (1) - #I4 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF 0 EDUL.11. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE TABLE LFGENO; () -DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE y -001107ES VALUES NOT APPROVED FOR USE STEEL: (0.125° MIN. THICK, 33 451 MIN. STEEL) (1) -514 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. SEALED WOOD: YELLOW PINE, 00.55 OR BETTER) (1)- #14 SAE GRADE 5 WOOD SCREW TO 51000 MEMBER, PROVIDE 155° MIN. THREAD PENETRATION, 1° MIN. EDGE DISTANCE, 1' MIN. END DISTANCE. (SOUTHERN "2" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WIND PRESSURE_(ANCHOR TO HOS STRUCTURE) (1) CLIP AT EACH CORNER (TOTAL OF 4 CLIPS PER UNIT) (2) CLIPS AT EACH CORNER (TOTALOF 8 CUPS PER UNITE WOOD SCREW TO WOOD SHEET METAL SCREW 70 ALUMINUM SHEET METAL SCREW TO STEEL WOOD SCREW TO WOOD SHEET METAL SCREW �U I1T0 SHEET METAL SCREW TO STEEL 4 Fla 24 " MIN 160 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 6 FP 100 PSF 100 PSF ISO PSF 100 PSF 100 PSF 100 PSF 9 FT' 48 " MAX — 67 P511 67 PSF 67 PSF 100 PSF 100 PSF 100 PSF 1 ,- q 12 FP SD P5F 50 PSF 50 PSF 99 PSF 99 PSF 99 PSF . 16 FI' 38 PSF 381.511 38 PSF 79 PSF 15 74 50 741.511 20 0'1' 48 " MIN 41 PSF 41 PSF 41 PSF 80 PSF 80 PSF 80 PSF IF iii 1 111 p q $ 0 25 FT' 33 P50 33 PSF 33 PSF 641.011 64 1'511 64 PSF 60 " MAX 271.511 //� / 27 PSF / .. .. 271.511 / / / / //� 53 PSF 53 PSF 031.511 _ __ 39 _..._ 44 PSF 44 PSF 44 PSF 1. TIE-DOWN CLIPS SHALL BE FASTENED TO MECHANICAL MOUSING UNIT WITH (3) -512 SAE GRADE 5 SHEET METAL SCREWS. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITH Fty'30 KSI, 0.125' MIN. THICKNES5. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (1=0.0299°). 3. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN U TIUZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITESPECIFTC ENGINEERING. ANCHOR SCHEDULE: , ... CORTIorrnwaLeaDDIDOPP. 11 -BMP -0001 SUBSTRATE ANCHOR ANCHOR SCHEDULE NOTES: ALUMINUM: (0.125° MIN. THICK, 6061 46 MIN. ALUMINUM) (3) -914 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. P THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE, 2, ENSURE MW IMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 6C'AI.10 N.TS 101 PAGE DESCRIPTION: STEEL: (0.125° MIN. THICK, 33 KSI MIN. STEEL) (2) -#14 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCRREW. TABLE LEGEND: /-1 505110 WOOD, 1 -1/2° MIN THICKNESS: (501111-IERN YELLOW PINE, G.0.55 OR BETTER) (2)-914 SAE GRADE 5 WOOD SCREW TO WOOD MEMBER, PROVIDE 154° MIN. THREAD PENETRATION, 1' MIL EDGE DISTANCE, 1' MIN. END DISTANCE j - DENOTES VALUES NOT APPROVED FOR USE l /+ —IJLJ L� d 1" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS : MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT. HEIGHT UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WINO PRESSURE (ANCHOR TO HOST STRUCTURE) (1) CLIP AT EACH CORNER (TOTAL OF 4 CLIPS PER UNIT) (2) CUPS AT EACH CORNER (TOTAL OF 8 SHEET METAL CUPS PER UNIT) UNIT WIDTH TAPCON TO CONCRETE SHEET METAL SCRE W TO ALUMINUM SHEET METAL SCREW TAPCON TO TO STEEL CONCRETE SHEET METAL SCREW TO STEEL 4 FT' 48 °MAX 24' MIN 82 PSF 62 ASP 62 PSF 100 PSF 100 PSF 100 PSF 6 FT' 41 PSF 41 888 41 PSF 77 PSF 77 ME 77 PSF 9 FT' 27 PSF 27 PSF 27 PSF 61 PSF 61 PSF 61 P8' 12 F' %z'.'4' . % ////%/%%%//// O/////%/ % %////%%// / / / % / / / / / / / / / / / i / / % �i 38 PSF 38 PSF - 38 P8F 18 FT' %/% / / % / % / %/% %G 29 PSF 29828 29 P8F 20 FT' 60 ° MAX 48° MIN %%/%/1//%/////%/%//// //� /�� / / % / / % / / / / / / //% �/ j / / / /i// % / / % / //% ��i 33 PSF 33 PSF 33 PSF 27 PSF //�}f / ////� /� / / / / / / / / /// / / / / / / / / / / / / / / /e_ /% /� %/// / / / j i�i�� /2ti %// ��i ii /i' 38 : -� _- .::.::... 1. TIE -bOWN LLItS $FULLI BE FASTENED TO MECHANICAL HOUSING UNIT WITH {3) -012 SAE GRAOE 5 SHEET METAL SCREWS. ((5) -SHEET METAL SCREWS REQUIRED FOR LONG CLIPS, SEE DETAIL 1/4.) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063 -76 MIN. ALUMINUM SHEET W1T11 Fty=30 KM, 0.125' MIN. THICKNESS. 2.2. STEEL HOUSING UNITS 5HALL. BE 331(51 MIN. STEEL, GRADE 33, 22GA MIN. (1=0.02891. 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE 70 THE LIPI TLNG CAPACITY OF THE 1' CLIP. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. /NOrF: ROOM,., STALL RONS sA1l COMM 'ZAORIOAS WL441 COOP MOWN 1509(A,0 1521 FOR 1 127 MUCHRIOIRRES71.07 ROOF NOWTE014R HAHICAL 1RDS BF MRAYOD ON ORBS PAOREO A POND D1 UN OF R MOWS ABOVE 'ME ROOFSWI1YE OR WHEW RDOFATP1Amma1N5 (01EHD86VEATN 7115 UNIT; ON RAISED EOUIPPOINT SUPPORTS PROVIDING a 14ROMUIR r1E&lN/51 AND/OR KM SECTION 80885ED /OR 1522 ORME MONO COM 8W.N TO MOUT REPAIRS.. REPLACEMENT, ADD/OR MAI MEN /ACE OF THE;WORM5 01021 . 511110 R OR WPM)* 477 MO WITH 7115 OF51GI SWNI HAVE SUMMAIF DOCUMENTATION VERONNO INTEGRITY AID IS WTSN@ THE SCOPE OF THIS i FRTOYCanax .1 ADDITIONAL ALLOWABLE UPLIFT: 90 LBS /CLIP ANCHOR SCHEDULE: SUBSTRATE ANCHOR CONCRETE: (4° THICK MIN, 3192591 MIN.) (1)x•0 CARBON STEEL IOW 8UILDEX 748005, 135' FULL EMBED TO CONCRETE, 211" MIN. EDGE DISTANCE, 3° MIN. SPACING TO ANY ADIACENT ANCHOR. ALUMINUM: (0.525" MIN. THICK, 6061.06 MIN. ALUMINUM) STEEL: (0.125° MIN. THICK, 33 KS( PUN. STEEL) (I) -1714 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCPIE5 MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. (1) -914 SAE GRADE 5 SHEET METAL SCREW TO STEED., PROVIDE (5) PINCHES MW. PAST THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. Q. ENSURE M114015M EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. (DESIGN TABLE ACCOMMODATES MAX 90L8/CUP AS ADDITIONAL UPLIFT IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL FORCES. SEE ASCE 7 -10 SECTION 29.5 FOR MORE INFORMATION.) ALLOWABLE UPLIFT PER UNIT IS BASED ON THE NUMBER. OF CUPS UTILIZED x 90L8/CLIP EXAMPLE: 4 CLIPS x 90 LB/CUP =36018 (REDDENS) DRIFT MIAMI SHALL BE DETERMINED ON A SITE SPECIFIC BASIS BY LICENSED ENGINEER OR REGISTERED ARCHITECT; NOT INCLUDED AV MS Lt1c1IPICATION) - -...._ TABLE LEGEND: Ma VALUES NOT APPROVED FOR USE f2 STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS: MAXIMUM SURFACE LARGE37 FACE LARGEST S UNITS A FACE UNIT HEIGHT UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR To HOST STRUCTURE) (1) CLIP AT EACH CORNER (TOTAL 084 CLIPS PER UNLIT) (2) CLIPS AT (TOTAL OF 8 SHEET METAL SCREVf TO gLUMWUM EACH CORNER CLIPS PER UNIT) SHEET METAL SCREW TO STEEL SH£ET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL 4 FT' 48 ' MAX 24 " MIN 100 PSF 100 PSF I00 PSF 100 PSF — _...._.. 6 FT' _...__.._ 84 PSF 84 PSF 100 PSF IQO PSF __......__8FT ,__. _.__.. -- la 12 FT' _. 18 F7' 56 PSF.......... _ 56 PSF 100 PSF 100 PSF 42 PSF 42 PSF 82 PSF 82 PSF 31 PSF 31 PSF 61 PSP 61 PSF 20 FT' 6D "MAX AB "MIN 34 PSF 34 PSF 67 PSF 67 PSF 25 F17 27 PSF ///////// / / / / / / ,�/.� 27 PSF //�}f / ////� /� / / / / / / / / /// / / / / / / / / / / / / / / /e_ 53 858 44858 53 PSF 3O F7' 44 PSF 38 FT' —... 37 PSF .__.. .___.... 37 PSF__..._.. . 71E -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -812 SAE GRADE 5 SHEET METAL SCREWS. 2. MECHANICAL PIOUS NG UNIT SHALL CONFOIRE, TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 606376 MIN. ALUMINUM SHEET WITH FRy =30 K5(, 0.125° MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (1=0.0299 ") 3. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIG11515 DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ANCHOR ALUMINUM: (0.125° MIN. 70101, 6061.76 MIN. ALUMINUM) (2) -014 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL: (0.120' MIN. THICK, 33 KSI MIN. STEEL) (2 )-014 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MUII84IM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. "lore: ROOF1OPIS7ACIANOAS SWl COMMO \ 70 AMOR BO10288 COVE MORONISM OVA 1572 FOR HW71) WMCH AE4WRES MO ROOF NOUNr1A MRTA87041 LOOTS 858OINTEO OR CURBS ;WSW ANIMMWI OP E IN OARS ROME TIE ROOF 5RRPAC, OR MERE ROOMS aura 555470 ne 015 ON RAISED EQUIPMENT SUPHFOS PROVIDING A NR4Nff4+1 C'1EVIMXE RETORT IN ACCORDANCE WITN SECTION ISM AR0/OR 1522 OF THE WHAM CODE IDPIEBDrREPAIRS, REPLACEMENT, AR17108 MAIMEN8NCE OF O& 97570* ANY 01413 OR SUPPORT UiiU2EO Wf1)17101OESION SHALL 1147E SEPAR417110CUMEMA77OM 1041711= INTTE0AIIYAHD IS OUTSIDE TNE%QPEOF IHS ADDITIONAL ALLOWABLE UPLIFT: 90 LBS /CLIP (DESIGN TABLE ACCOMMODATES MAX 9018 /CUP AS ADDITIONAL UPLIFT IN COMBINATION WITH UPL87 CAUSED BY OVERTURNING FROM LATERAL. FORCES. SEE ASCE 7 -10 SECTION 29.5 FOR MORE INFORMATION.) ALLOWABLE UPLIFT PER UNIT IS BASED ON 7NE NUMBER OF CLIPS UTILIZE x 9018/CUP EXAMPLE; 4 CLIPS x 90 LB/CLIP =360RB (REQUIRED DPW"T DENNY0 SNAIL BE DETERMINED ON SITE SPECIFIC BASIS BY LICENSED ENGINEER OR REGISTERED ARCHITECT; NOT INCLUDED INTHI5 CERTIFICATION) TABLES.._E,fi_EN_L): - DENOTES VALUES NOT APPROVED FOR USE a t� i 2 EEMIDIMERNEELEENNEOPE 11 -BMP -0001 SCALE: MI.O. 101 PAGE OBEMEES2 {). 0.058° THICK.... ASTM A283 5TEEL, TYP. 0.19' TYP (3) -#12 SAE GRADE 5 SHEET METAL SCREWS AT TOP OP SLOT, TYP. 0.75' "`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 CLIP) TYP. Ya °0 HOLE, WITH ANCHOR FROM 1° CLIP ANCHOR �.— SCHEDULE, TYP. 136 °0.375 " —' \h 0 q 1" CLIP ISOMETRIC DETAIL N.T.S. r r 0.125° 0.113' THICK ASTM A283. STEEL, TYP. (OTHER DIMENSIONS SIMILAR) (3)412 SAE GRADE 5 SHEET METAL SCREWS AT TOP OP SLOT, TYP. 'b°0 HOLES, NOT TO BE USED FOR ANCHORS, TYP. 375° 0.75° 00° FACTORY-MILLED W0 HOLES; UTILIZE ANCHORS FROM 2° CLIP ANCHOR SCHEDULE, TYP. V o.so° 2" CLIP ISOMETRIC DETAIL C) N.T.S. ISOMETRIC 0.50° 0.50° ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM -- HOUSING UNITS SHALL BE 6063 -16 MIN. ALUMINUM SHEET WITH Ftym30 KSI, 0.125° MIN. THICKNESS, STEEL HOUSING UNITS SI TALL BE 331(5I MIN. STEEL, GRADE 33, 22GA MTN. (L.0.0299'), 0.088° THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT 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 5MS, TYP. ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE (VARIES) 1" TIE - DOWN CLIP ANCHOR DETAIL 3° n 1'-0° MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063 46 MIN. ALUMINUM SHEET WITH fty =30 1(51, 0.125° MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE 331(51 MIN. STEEL, GRADE 33, 22GA MW. (1.0.0299'). 0.113° THICK ASTM A283 Si ttl. CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMMEO, TYP. DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, 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 5MS, TYP. 2" TIE -DOWN CLIP ANCHOR DETAIL (2) ANCHORS PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE (VARIES) 3° = 1'-0° DETAIL CUP I5 DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT TYP. Street Address Latitude, Longitude House Square Footage: Name: Phone: Ernail: SHR Number of residents Ceiling height Wall U -value R-value Lamborn 54 ne 107 street, Miami, FL 33161 25.7791 , -80.1978° 1414 sq. ft. DAVID NAVARl O 786-306-8891 Floor U -value I R -value Ceiling U- value R -value .75 4 9 0.09 11 0.215 0.053 ( 19 Window U- value 0.5 Window SHGF 0.85 Moisture grains 58 Duct loss % 10 Duct gain % 10 Cooling infiltraction (ACH) 0.6 Heating infiltration (ACH) 0.8 Winter ventilation 0 .................. Summer ventilation 0 Outdo r Dry bulb ( °F) Daily range Relative humidity Moisture difference Ind or Indoor temperature ( °F) Design temperature difference( °F) 50 He ting Co [ling 90 L 5 ©% 58 Heating C• Wing 70 75 20 15 r a Wail Floor Ceiling Windows Infiltration tuh % of load 1512 11.4 3564 26.8 1499 11.3 2030 15.3 3472 26.1 System Efficiency Loss 1208 9.1 Total: 13284 Heating Loads System Efficiency Loss rea Sthh �� f Wall 1134 3.6 Ceiling 1124 3.6 Windows 16361 52.5 Sensible Infi ltration 1953 6.3 Latent Infiltration 4668 15 System Efficiency Gain 2524 8.1 Internal Sensible People Load Latent People Load Total Sensible load Latent load SHR Capacity at .75 SHR 1587 5.1 920 2.9 920 2.9! Windows — — Cool i ncg Loads 5588 0.82 2.84 Tons r Sensible People Load Latent People Load Ceiling f -Wall Internal s r- Sensible lniltrratic System Efficiency Latent Infiltration 20000 110000 AED Graph Sam gam 1 gam 1 lam 12 pm ipm 3p:n 4Pir, 5 pill 6pm 7pm 8prn 0 — Hourty Loads — Average Summer Outdoor Summer Wet Bulb Summer Indoor Summer Design Grains 90 °F 77°F 75°F 50% Winter Outdoor 50°F Winter Indoor 70°F Sensible Cooling 25,603 Btuh Latent Cooling 5,588 Btuh Required Cooling Airflow 1,164 CFM Sensible Heating 13,284 Btuh Required Heaing Airflow 173 CFM aons are based upo n. appro\-nt nvoc :nciustry stenr,.4,-:irds en.d pmc,F...r..-ures, end Comp !si wi'th stgte anc'. cede requirements. A0 con-,puted7',:!sults steS Pracict vicied b ne;-gr..7' 7)esieg Sys-ems ant!, ide.a 0r9e