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MC-15-1296 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-235714 Permit Number: MC-5-15-1296 Scheduled Inspection Date: July 27, 2015 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: KIMBERLY KRAUSE,JACK EFROMSON Work Classification: A/C Replacement Job Address: 290 NE 100 Street Miami Shores, FL Phone Number Parcel Number 1132060134440 Project: <NONE> Contractor: AMI AIR CONDITIONING Phone: (954)966-2380 Building Department Comments A/C CHANGE OUT Infractio Passed Comments INSPECTOR COMMENTS False V t Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 27,2015 For Inspections please call: (305)762-4949 Page 7 of 30 Miami Shores Village :;cly .- �' Building Department MAY 2A zoic 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 �Z) BUILDING Master Permit No.JACI �-�7.� � PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING 0 MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 290 NE 100 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-4440 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):JACK EFROMSON KIMBERLY KRAUSE Phone#: 305-915-4110 Address:290 NE 100 STREET City: MIAMI SHORES State: FL Zip:33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: AMI AIR CONDITIONING Phone#: 954-966-2380 Address: 4717 ORANGE DRIVE City: DAVIE State: FL Zip: 33314 Qualifier Name: DFNNIS MIN I INS Phone#:954-966-2380 State Certification or Registration#: CAC1814995 Certificate of Competency#: 6054043 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 8462.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Am rHANGF ouT Specify color of color thru tile: 04 Submittal Fee$ SO IC Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ n TOTAL FEE NOW DUE$ Z (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature — Signature OWNER r GENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this dZ day of CcL 20 1.5 by c,1-�j r day of fq� 20 �s^ by Z-11-4 rFR o M bc1 who is personally known to �� �J>JI /f L�L-�l<J who is personally known to me or who has produced j-Vk-�v-a c . — as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: g Print: Q — Print: ��l itt -N Seal: `�o MY COMMISSION#FF103230 Seal: �:• Q' ! Notary Public-State of Florida 'oma;My Comm.Expires Feb 20,2018 -,''' EXPIRES April 11, 2018 �F dt••' Commission#FF 090296 i407i 3ea-o153 FloridallotaryService.com �$ **************************************** *** **r** ********************************************************* APPROVED BY `Pans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OR S t4c.I Gr l� 1911 110_ ..,..M Miami shores Village ho —ES Building Department ORIDp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONT CTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. L7 COPY OF LOCAL BUSINESS TAX RECEIPT CV— C. — C. COPY OF LIABILITY INSURANCE* CE* 6 � J �S L(�r�J� �f D. COPY OF WORKERS COMPENSATION INSURAN (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ........................................................................................... BUSINESS NAME: AMI AIR CONDITIONING BUSINESS ADDRESS: 4717 ORANGE DRIVE CITY DAVI E STATE FL Zip 33314 BUSINESS PHONE: (_?54 ) 966-2380 FAX NUMBER(-954 ) 985-2645 CELL PHONE(954 ) 410-8533 QUALIFIER'S NAME: DENNIS MULLINS QUALIFIER'S LIC NUMBER: CAC1814995 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION;INDUSTRY LICENSING BOARD CAC1814995 The CLASS AAIR CONDITIONING CONTRACTOR :mm` , Named below IS CERTIFIED ` Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ' MULLINS, DENNIS T a � � �K AMI AIR CONDITIONING --� 4717 ORANGE DR .•. , DAVIE FL3314 ISSUED: 06/18/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1406180000878 007025 Local Business Tax Receipt Miami—Dade County, State of Florida � —THIS IS NOTA BILL — DO NOT PAY \ILBT 5806253 BUSINESS NAME&OCATION `RECEIPT NO. EXPIRES AMI AIR CONDITIONING RENEWAL SEPTEMBER 3O 2015 DOING BUS IN DADE CO 6054043 Must be displayed at place of business Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS FROZEN SOLID CORP 196 GENERAL MECHANICAL CONTRACTOrYMENT RECEIVED CAC1814995 Y TAX COLLECTOR Worker(s) 1 $75.00 07/23/2014 CHECK21-14-031314 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holders qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. I The RECEIPT N0.above must be displayed on all commercial vehicles—MiamV—Dade Code Sec 8a-276. I For more information,visit www.miamidade.gov/taxcollector 05/29/2015 11:14 9549852645 AMI AIR PAGE 01/01 AMIA1-1 OP ID:YIt CERTIFICATE OF LIABILITY INSURANCEDATE(MMrODIYYYYI 06/29!2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMA17VELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT, If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of Such endorsement(s). PRODUCER CONTACT Brown&Brown of Florida,Inc, NAME: 1201 W CyCrook Rd 0130 PHONE P.Q.Box 55727 JACC..No,.r:sg954-7T{r-2222._... _ Lac,Np 54.77$-444G Ft,Lauderdale,FL 33310-5727 AOvRESs: Cott H.Buser,CRIS INSURER(!)AFFORDING COVERAGE -• NAIC 9 INSURER A:American States Insurance Co 19704 INSURED Frozen Solid 'Corp, - _ d/b/a AMI Air Conditioning TTTSURER Lma:Associated Industries Ins Co 23140 4717 SW 45th Street Ert c,Old Dom In Ion Ins_.Co 40231 Davie, FL 33314 ER O; E COVERAGES ER F CERTIFICATE NUM6ER: REVISION NUMBER: IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY N IAVE BEEN REDUCED 8Y PAID CLAIMS, NSR TYPE OF INSURANCE GENERAL LIABILITY POLICY NUMBCR17!�j YY LHI(TS C X COMMERCIALGENERg6LIABILITY MPp76188 CHOCCURRENCE y� E 9Es�Eeoeculrence) 3 600,00 VA QETQRr;N1t:D CLAIMS-MADE IK OCCURD EXP(Any onn person 3 10,00 RSONAL R ADV INJURY 1 1,000,00 OEMLAGGREGATE LIMITAPpLIES PER: GENERALACIOREGATE S 2,000,00 POLICY O' LOC PRODUCTS.COMP/OP AGG $ 2,000,000 AUTOMOBILE LIABILITY $ E. IINEU 'NGLE LIMIT A X ANVAUTO 01CI7911461 Feacclaenl_, S 1,000,00 ALL OWNED SCHEDULED 01/03!2015 01/03/2016 BODILY INJURY(Por person) S AUTO$ AUTOS BODILY INJURY(Per aCCJaont) 5 x Hf RED AUTOS X NON OWNED AUTOS NROFE MAGE •• P ACCIDENT)_ 3 UMBRELLA LIAR 3 OCCUR EXCUS LIAR CLAIMS-MADE EACH OCCURRENCE $ DED RETENTI N, AGGREGATE WORK AS COMPENSATION AND EMPLOYRAT LIABILITY S B ANY PROPAWTOR/PARTNER1EXECU1rvF YIN WC STATU- OTI-L- OFFICr�R?MEMBERRxCLUDE69 - ❑ NrA AWC1030181 02/01/2015 07/01/2016 -OR'(•Llmllg (Aurldatory In NH) E.L.EACH ACCIDENT S 1,000,00 I} aelfGtON ur)aer El.DISEASE_EA EMPLOYEE 5 1,000,00() ONOP ERATION bellow S,L.DISEASE-POLICY LIMIT 3 1,000,000 OESCAIPTION OF OPERATIONS/LOCATIONS!VEHICLES IAtta6h ACORD 101,AadiNonot Remark.Scheaub,II mu re spa In repUlrod) Praof Of Insurance; IIVAC CAC #1131.4995 CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULd ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELL$D BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Attn:Building Dept. ACCORDANCE WITH TI4E POLICY PROVISIONS. 10060 NE 2nd Avenue Miami shor®s,FL 33138 AUTNOrR,aEDwREPREgENTATVg ACORD 25(2010/05) The ACORD name and logo are registered mUGC-,EVA ORD D CORPORATION. All rights reserved, PROPOSAL f F A.M.I. Air Conditioning ' FACIORY A . M.I . AUTHORM and Refrigeration :1 DEALER FROZEN SOLID CORP. 4717 Orange Drive— Davie, FL 33314 Broward: (954) 966-2380 Dade: (305) 625-8332 Toll Free: 1-800-966-2389 turn to the expertsl� Proposal submitted to: (�4ag Street Gi C ® � Date 0 /JAdd, ssi Street (Job location, if differe t) City, stat z' Gode / City, state, zip code Phone Home W rk Phone Location We hereby propose to:Fumish,install and seri the equipment and materials listed below with the conditions and specifications set forth in this proposal. NEW EQUIPMENT System#1 $ c' System#2$ SJO E! System#3$6 Manufacturer 'I �i� Cond. Unit o Cif i � � y Air Handler s Furnace Coil Package Unit Thermostat , Heat Strip Other Capacity +�n — }-o Seer _ l� �- Piping N/E jr t Condensate in)ft„ Warranties Labor Yr. Parts 0 Yc Lab Yr. Parts Yr. Labor Yr. Parts Yr. Compressor Yrs. Compressor ka S. Compressor Yrs. ELTRICAL MI ELLANEOUS ITEMS �" Connect to existing circuits ❑ New inside/outside disconnect or breaker cessary mechanical permits Elamps New electrical wiring to new a/c units including proper ove existing equipment from premises breakers, piping and switches ❑ Increase electrical service toamps Provide new concrete slab ❑ Change fuse panel to circuit breakers ❑ Health Smart Air Filter Location 0,WWORK AND GRILLES ❑ Reinsulate attic with R- Z Connect to existing supply and/or return ❑ Flexible R-6 duct system ❑ New supply outlets in Kit—D.R.—L.R.—B.R.— ❑ Insulated sheet metal platform Bath FL.R. Other ❑ P Ined Se is Program ❑ New return air grille ❑Ceiling Wall Other Total Price..................... $ .00 �Z $ S�a`� .00 $ ( .00 0 S I 1 -1 1 FP&L Discount.............. $ — .00 �C�.S $ — 2f� 00 $ — �(o�. .00 Other............................. $ — �� .00 $ — 00 Net Payable.................. 0 .00 0 00 �}. } 00 We propose hereby to install tem # as above specified for the sum of: $ 00 Deposit $ lj y Q �.00 dollars Balance .00 due upon completion Signature: It is agreed and understood by the parties that all equipment and parts which are sold pursuant hereto shall not become fixtures or part of the real estate where they are placed.Said parts and equipment shall at all times remain personal property and the title thereto shall remain in the seller Signature: ate: g until payment in full is received. Buyer hereby agrees that all parts and equipment may be (Custo repossessed in the event of non-payment. i/gnature: I have authority to order the work as outlined above. I agree to pay all costs and reasonable i7ate: attorney's fees if this proposal is placed in the hands of an attorney for collection. (Customer) 'his proposal subject to approval by A.M.I. Estimating, Installation and Credit Departments. If rejected,any payment made hereunder shall e refunded to the customer and this proposal shall be null and void and of no effect. ES ,SA 932 Miami Shores Village Flt� �n t Building Department ,.,..�+ : 10050 N.E.2nd Avenue �. Miami Shores, Florida 33138 Tel: (305)795.2204 OR Fax:(305)756.8972 AIR CONDI LA ENT DATA PERMIT NUMBER: MC r— 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):290 NE 100 ST City: Miami Shores Village County: Miami Dade Zip Code: 33138 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED ••• Change disconnecting means:YES❑ NO❑■ ARHI Sheet Attached:YES ❑■ NO ❑ CorrtractDAttactrec;Y€S ■❑ •• 4106... UNIT BEING REPLACED DATA • UNIT :0060: RHEEM MANUFACTURER • AItRIER • • • • • 641 00:00 RBMA-24J11NFBAA AHU or PKG. UNIT MODEL# .,f q4o y OOKOq, 641 *0000 RAKA-048JA7 COND. UNIT MODEL# •1,41 4948AO03 6••• •••••• 10 KW HEAT ••••• 0 6 4 NOM TONS ' 04 .64141.6 41••06• AHU CU PKG 1) M.C.A AHU60 41 CU6 • PKG •••••• AHU CU PKG 2) M.O.P AHU58.8CU36.6PKG'.0' • AHU CU PKG 3)VOLTS AHU240CU230 PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YE NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES N YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 6 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 60 3. Voltage of Circuit(208/240/480): 240 4. Size Disconnecting Means: Contractor's Company Name: AMI AIR CONDITIONING Phone: 954-966-2380 State Certificate or i tion No. Certificate of Competency No. 6n54n43 Signature Date: (Qualifier's signature) (Revised02/24/2014) ■I I® e ■ Uen ficate of Product Ratingb AHRI Certified Reference Number: 7161149 Date: 5/28/2015 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 24VNA948A'30 Indoor Unit Model Number: FE4AN(B,F)005L+UI Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: CARRIER Region: Series name: Infinity 19VS Air Conditioner Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING 0000 Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Copditigning anP.WSourgg• Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsered, independent third • party testing i ••l i. .. .... 0000 ' • •♦'. 0000 • 0000•• • ii'. 0000 ♦• ♦• •!•• 0000 Cooling Capacity(Btuh): 45500 •••••• • • EER Rating(Cooling): 11.00 •...•• SEER Rating(Cooling): 18.50 •• ... IEER Rating(Cooling): 'Ratings followed by an asterisk(*)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.abridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,In whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, AM, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link we male life better- and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. ©2014 Air-Conditioning,Heating,and Refrigeration Institute [CERTIFICATE NO.: 13077310772368457& Product Evaluation Report November 4 '2011 Application Number.. FL##14239 FLB Project.Number, 11-BMP-0001-01 Product Manufacturer: BMP International Manufacturer Address: 4.710 28th Street North St. Petersburg, FL 33.714 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:he,0:4ida • Department.of Comm:unity.Affairs(Florida Building Commission).:Rule.Chapter 9N-3.0.05,0Q.A.C.,for• •0 • statewide acceptance per Method 1(d). The product noted above has been tested and/b?&VItiated as 4' •• surrimarized herein to show-compliance with the 2010 Florida Building Code andis,for ffVpdibose :....: intended.,at least equivalent to that required by the Code..Re-evaluation of this producf,Sltd V requtA4 following pertinent.Florida Building Code'rnodifications or revisions. •••• •• ••;" Substantiating Data: •• PRODUCT EVALUATION DOCUMENTS • •.• FLB drawing#11-BMP-0001-01 titled"Mechanical Unit'Steel Tie-DownGlip.Capacities:AT trade 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 Evaluation.,Laboratories, Inc. ..'tom?•' - N. _ • STRUCTURAL ENGINEERING CALCULATIONS Ratedin `�f�eF for Structural engineering calculations have'been prepared which: wes throu. `i 2� evaluate the product based on comparative and/or rational' d analysis to qualify the following design criteria:. 1.. :Maximum Allowable Unit Wind Pressures 2. Miraimum.Allowable Unit Width 3. .Maximum Allowable Unit-Height Fray� ea � 4. Minimum Unit Wei ht #P �. 5. Maximum Allowable Unit:Surface Area 6. Clip Configuration and Anchor Spacing 7.. .Anchor Capaotty for Various Substrates i 3 160 SW' 12T" AVE-Nvt k106-DEE&FtELb E�EACi', FL 33442 Plio,ME: 954:-35.4-0650 FAX,. 95'4-354-0443 WV}Y*:,ENGEXP.OP.M — -- --1 ENiGIIlE1=R1NG ` ..__ i.. - EX,=IRESSO BMP INTERNATIONAL—SLOTTED STEEL TIEDOWN CLIPS 1'/2" 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. .. ..... ..... ......._... .... .... ..... .... .... .. _... .. . . i 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(i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Documen o.e!' 0009:0 • engineering drawing),along with all components noted therein. '..' ... . . The product components shall be of the material specified in the Product Evaluation DbMeht(i.e. •• •�' engineering drawing). •••'•• :....: Limitations 6r Conditions of Use: 6666" '*see" 0669' Use of this product shall be in strict accordance with the Product Evaluation DocumenC: A:l36gineering' �. drawing)as noted herein. • • • 0066" All supporting host structures shall be designed to resist all superimposed loads and sM4IL5e Df a materiel. :"'•:r listed in this product's respective anchor schedule. Host structure conditions which are not accountd&dt* ; in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. i All components which are permanently installed shall be protected against corrosion,contamination, and i other such damage at all times. This product has been designed for use within the High Velocity Hurricane Zone(HVHZ). 160 SW 12T AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM I SMP TNTERNATINAL, INC 1GE , MECHANICAL UNIT STEEL TIE-DOWN CLIP CAPACITIES: AT GRADE &ROOF-TOP MOUNTED APPLICATIONS k. >~ ,,• 150LBMIN WEIGHT, GENERAL NOTES �A E C I IANI CAL UNIT. PE,R SEPARAI E 1 THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED YN TYP. A ORG JI `( R Q IRE"P 5 C T 2U O F 0 3 0 BIIILQING Z; CODE;FOR USI WITHIN ANU OUTSIDE THE HIGH VELOGtT(NURRICANE 20NE. +CENTER OF GRAVITY '} i ) 2 NO 33.1/3%INCREASE IN ALLOWABLE STRESS.HAS BEEN USED IN THE g. tf I ASSUMED TO ACT ATTHE I - d GEOMETRICCENTj:R OFTHE \ DESIGN OF TI4I5 SYSTEM. i � w 3, DESIGN IS OASE0 ON CLIENT PROVIDED PRODUCTAND DIE SHEETS FROM TEST 'l MECHANICAL UNIT. °'] REPORTS 9TE�Q,97387A ATEL 019703828-BYTESTING EVALUATION Q�:Dr. 'U' ��nn fTf1 I .ECHANICAL UNIT MUST BE o 1 tJ s•L 7_w , M 1 -SEE DESIGN LABORATORIES,INC:,NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY z m$U1 P I SQUARE OR RECTANGULAR, l7 i +CEMTER OF SCHEDULE FOR THIS CNGLNEER SHALL BE PERMITTED, - :'� I:i 0 0 NO IRREGULAR SHAPES, 5i IR '••,,.. I GRAVITY. '> _ - PRESSURES d�+C T I I NIAXIMUM:SUAFACC 4, ALLOWABLE DESIGN :TO QUALIFY:CAPACITY OF CLIPS AS LISTED �'•�� 'J /i'' /•/ j AREA AND DESIGN HEREINARE DETERtAINED THROUGH TESTING REPORT DATA AND RATIONALLY 'a p ( �ryl ✓ - ' PRESSURE,TYP. CHECKED FOR CONSISTENCY WITH EACH TEST PERFORt4FD. VI c m 5. REQLIIREO LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE WITH SYSTEM SHALL BE DETERMINED BY.071-IERS ON A SITE-SPECIFIC .,�-,0 s i STEEL TIE-DOWN CLIPS. BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SEE DETAIL 1/4&2/4 IN 6, MAXIMUM&MINIMUM DIMENSIONS ANO MINIMUM WEIGHT OF MECHANICAL 1,2 ADDITION TO TIE-DOWN UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN,ALL.MECHANICAL .I l SCHEDULE FOR CLIP SPECIFICATIONS(CLEAR SPACE;TONNAGE,ETC)SHALL BE AS PER INFORMATION,IYP. MANGFIiCTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPUNS[BILITY U 'I I OFT HE CONTRACTOR FASTENERS TD BE 912 X Y,"OR GREATER SAE GRADES UNLESS NOTED Z dV ! I 3^MAX-) OTHERWISE.7APCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, h STMAX ,:{r�1d' �•TYP. CARBON STECL ONCV INSTALLED TO 3192 KSI MIN CONCRETE.SEE ANCHOR �✓' i � r�' SCf DULE FOR ANCHOR REQUIREMENTS:ALL FASTENERS SHALL HAVE J < 1 c - •., - APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS, Q zh I HOST STRUCTURE DESIGN BY-01 HERS \ ' 8 ALL STEEL L SHALL BE ASTM A283 STEEL(GRADE D)WITH Fy m.33 KSI OR HOZ•In SEB TIE-DOWN SCHEDULES FOR gq s y i ALLOWABLE SUBSTRATES NOTE:WOOD I 8 BETTER.ALL STEEL'MEMBERS SHALL BE PROTECTED AGAINST CORROSION VJITH EMBERS MAY NOT BE USEQ FUR M�,I, \ 11Yjsr,(.1VOt FyJ��y AN APPROVED COATOFPAINT,ENAMEL OR OTHER APPROVED PROTECTION IN r-•1 w& ROOF TOP APPLICATIONS PER FBC 1522. J- 3 I• Je, 5 ACCORDANCE WITH THE 201U FEW SECTIONS 2203,2.AND 2220,G90-RATED 'T!p -`�1�`.(J� COATINC REQUIRED FOR ALL COASTAL]NSTALIATLON$. DOUBLE CLIP OPTION' MAX tA��00 9. ALLCONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION.ASA \JTYP MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE A"MIN.THICK AND " z {zas SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI,UNLESS NOTED (L o n o >Y (2)TOTAI,CUPS MAY BE USED AT EACH CORNER(ONE EACH ON: /� R _ _ OTHERWISE, OPPOSING CORNER FACES,3°FROM CORNER APEX,TOTAL OF ,..•`� rUTILIZE(1)CLIP#.AT TACH CORNER 10.ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE z v Gi n I ((8)fL[Pfr PER UNIT FOR THIS OPTION).EACH CLIP SHALL NOT 1AS SHOWN WITH3"MAX OFFSET GRADE F2 WITH SPECIFIC GRAVITY G=0.55 OR GREATER.DIRECT EKCEED 3'MAX OFFSET FROM END OF MECHANICAL UNIT AST.. CONNECTION T0.WOOD MEMBERS/SLECPERS IS NOT PERMITTED FOR ROOF-TOP .lTi DETAILED HEREIN UO NO'TSPACE CONCRETE ANCHORS CL05ER Rq i��IT TT APPLICATIONS PER FBC SECTION 1522. - M w ' gc THAN THE ALLOWED SPACING LISTED IN THE TIE-DOWN- MECHANICAL U,NIT 11,THE CONTRACTOR IS.RESPONSIBLC TO INSULATE ALL MEMBERS FROM _m 8 ANCHOR 5CHEDUL.ES,SEE SHEETS 2&3 FOR MORE 1 TI E'DC•W N ISOMETRIC DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,I.E.ALUMINUM PER F.B.C. INFORMATION. . _.. - ELECT.4. 4 ____._ _. ISOMETRIC 12 ELECTRICAL GROUND,WHEN REQUIRL-D,TO BE DESIGNED&INSTALLED BY OTHERS', Eg 13.THE ADEQUACY OF ANY EXISTING TO WITHSTAND SUPERIMPOSED r 'FORGlARITI',.THfS ISOMETRIC ONLY SHOWG 1 CLIP$.THE;ISOMETRIC COAbS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT LAYOUT 15 TYPICAL FOR BOTH 1 AND 2°CLIP APPUCAT[ON5-2'CLIPS - e i ARE NOT CERTIFIED FOR ANCI IDRAGE TO CONCRETE. INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDEDHEREIN, NO ADDITIONAL CERTIFICATIONS OR AFPIRMATIbNS ARE7NTENDED F� I-�r�`tI I •7•• �/�L p 14.THF.SYSTEMS DETAILED HEREIN IS.GENERIC AND DOES NOT PROVIDE I&DOWN CLIP DIRECTIVE EXAMPLE _ INFORMATION,FORA SPFCYFICSITE• FOR SITE,CONDITIONS DIFFERENT.FROM m 4 ;_ - ---- - - - -- THE.CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLCWIND PRESSURE FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS'TO THE ARCHITECT SI TALL PREPARE SITE'SPEC]FIC DOCUMENTS FOR USE IN DIMENSION RESIAidiDNS LISTED HEREIN,SEE SHEETS 2&3 FOR TIE-DOWN SCHEDULES:) CON)UNCTION WITH THIS bOCUMENT. A y MECHANICAL UNIT CRITRRIR: • 000 • • • • • •• 1S,WATER-YIGHTNESS OF EXISTING MOST SUBSTRATE SHALL BE THE !i€€ '[ONSIDERTHE INSTALLATION OF(11 MECHANICAL UNIT WITH THE FOLLONf1NG NtITEfIA • • • • •. • • • RESPONSIBILITY OF THF.INSTALLING CONTRACTOR.CONTRACTOR SHALL yr 36 TALLx36 DEEPx29 Wlb@,150.LB WEIGHT AS VERIFIED BY OTHERS,INSTJLLED TO 319yCSI MW fONQSEiS@LT WAD&ASyERIF1ED BY OTHERS. ENSURETHAT ANY REMOVED OR ALTERED WATERP OFSTRU F]95RANEt$ ° • •• • • • • ••• • RESTORED APER FABRICATION SHALL ANDINSTALLATIONEPOOFSTRUCTURE PROPOSED g . PRQCEDUh [ • • • • • • • • HEREIN..TIi[S ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY &i + WATERPROOFING OR 1 EAKAGE ISSUES WHICH MAY OCCUR AS .. •• •••.:... �.• .•. ,...•.:..• .•-•: ..RESULT .. .. ... ...... cavrlamFPA7fl Ee�PFOnPR PROCEDURE STEP _- _^ WATER-TIGHTNESS SHALL SE THE FULL RESPONS1811]TY OF THE)N5TALLLNG 1 LOCIITE'THE A7 GRADE TIE DOWN SCHEDUI UN SHEET2 AND SELECT 0.IP TYPE CONo1DER1 STEEL CLIP --__ CONTRACTOR, 11 BMP,000S' ' _. .. ..2 DETERMINE LARGEST AR[A.OF..MECHANICAL,UNR TO.BE:INSTAlLEO..._: ._...... ..:._B6 7y 9FP. - CTHECK MAXIMU. UNIT HEIGHT RESTRICTION _- UNIT HEIGHT IS 36°WHICH 15 LEI; AN THE MAXIMUM ALLOWABLE HEIGHT OFAB' SCALE NTs' I)1 A- BECK-M[NWUMUNIT WIDTH RESTRICTION- • •'•• 6fTs1 pga�0g@cwgnON: �IZTt t-EQIT)VALC�R'YD7HCM- 1 T1%TALiOWABt€W.LGTH1^ i r 5 DETERMINE THE UMBER OF CLIPS TO BE USED AT EACH CORNER OF jllE Vr:CMA1fCAL UNIT • -Cb(SIOER�IfLY �RRSE�,INSY D 0 CUI CR€_CRETE ' CONCLUSION:MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE' 40P5F • • • • • • • •• • • ,S (COMPaREiNf3 VALUE TO 5EPARATESIFE SPECIFIC REQUIRED DESIGN W14b PRE000 :AIE,pROY1SEb.AWi&.tIWQEPAGf.EEROROGISWREDARCNJTECF,•NOTINCIUDED IN THIS C&UIRCAtION) - —..._.. 000 0 � ' i i TSTEEL CLIP TIE-DOWN SCHEDULE AT GRADE INSTALLATIONS: -�- - MAXIMUM�ALLOWABLE LATERAL WIND PRESSURE ANCHOR TO HO6T STRUCjURE). '- - - - _ .._ 1 CLIP AT EACH CORNER TOTAL OF 4 CLIPS PER UNIT 2 CLIPS AT EACH CORNER TOTAL OF 0 CURB PER DMT,(.._ MAXINIUM'SIIRFACE UNIT ... - ..-_-_SJ _ ... ).-_ - .(T. -.. .__... AREAOFUNITS UNIT WIDTH - SHEETMETAL HEIGHT ,SHEET METAL SCREW SHEET METAL SCREW WOOD SCREW TO TAPCON TO SHEET METAL WOOD SCREW TO i LARGEST FACE TAPCON TO CONCRETI: - SCREW TO TO ALUMINUM TO STEEL WOOD - CONCRETE SCREW I06TEEL WOOD ItV 4 fT' - 8 PSF' "81 PSP B PSF Bi PSF" 1DO PSF: A10Q P6FM 190 PSF ilXl PST' ..S pSF..... at PSF C' EP __ 61°S too PSF 100 120 tUOPIF ..46`!MAX �24"R11h1 Of.:S .: _..:.40 PSP. ..':'. - 40 P9`F '. '40 PSF.. "" 71 PSF:: 77 PSF __77 PSP:"' "i7 i . 12FT' :._ - _ 35PSF -' 30 PSF'... - 30 PSF-_ 3OPSF ED PSF - ..58 PSF_..__ 58PBF .._ _..58'PSF jYi U .).. 3: 18 FT• --.-_ 22 PSP 22 PSF 22 PSF 22 PSF 43 PSF 43 PBF 43 PSF 43.PSF _WW7W _.._ C.. m U'LL 2Q FP - 20PSF. 20 PSF 26 PSF 49PSF _ 49PRF __ 4A P5F 47 PSF W 26 FT' ' 39 PSF 30 PSF 39 PSF 37 PSF 414� Q - Z'..x g i ED MAX 48^MIN .. _ ..._ .... I (,1 N m§p 5 3 30 FP _ 33 pSF _ 33 pSF 33 PSF W PSF -_Z(Wu 30 FT'. ... 27 PSF ) 27 PS 27 PSf 28,P^uF W •+9, z 1. TIE DOW N CL[PS SHALLBE FASTENED TO MECHANICAL HOU5[NG UNIT WITH(3)-812 SAE'GRADE 5 SHEET METAL SCREWS-((S)-SHEET METAL SCREWS REQUIRED FDR LONG CLIPS,SEE DETAIL Y/4.) U1 3 J 2. I k*MICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.4. ALUMINUM HOUSING UNITS SMALL 13B 6063-T6 MSN.ALUMINUM SHEET WITH:Fty=3DK91,0.125"MIN.THICKNESS. 2.2: STEEL HUUSING:VNITS SHALL BE 53X5[NTN.STEEL,GRADE 33,22GA MIN.(t=0.0299°); 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE:EQUIVALENTOUE TO THE LIMITING CAPACITY OFTHF.1°CLIP. c 4. A MAXIMUM ALLOWABLE VALUE OF 1.00 PSF HAS BEEN UTILIZED;FOR HIGHER.DEMAND CAPACITIES CONTACTIMIS ENGINEER FOA SITE-SPECIFIC ENGINEERING. I ANCHOR SCHEDULE _ •�.-SUBSTRATE'- :ANCHOR d CONCRETE: (1)•%O CARBON STEEL))W BUILDEX TAPCON I%"FULL EMBED TO CONCRETE,2I4 MIN. Z �� (4"THICK MIN,3192KS1 MIN.) EDGE DIMNCE 3 MIN..SPACINGT,O ANY ADSACENTANCHOR. ANCHOR SCHEDULE NOTES: P-4 ALUMINUM:. (1)-014 571E GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN 1. EMBEDMENTANO EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. U (0125"MIN.THICK;6081-T6 MIN.ALUMINUM) PASTTHREAD PLANE FOR SHEET METAL SCREW. 3. ENSURE MINIMUM EDGE DISTANCE A5 NOTED IN ANCHOR SCHEDULE. .. .. .. — _— ._5 SHE STEEL: (I)814 SAE GRADE SSHEET METAL.SCREW TO STEEL,PROVIDE(5)PINCHES MIN.PAST .TABLE LEGEND: - 1 m m g (%125"MIN.THICK 33 KSI MIN,STEEL) THREAD-PIAN8 FOR SHEET METAL SCREW. -DENOTESCOVER �'�" PAGE DIRECTIVE .. ... ___ -LIEN EXAMPLE VALUE FOR USE WITH -y .SEALED W000: (1)-814 SAE GRADE ll WOOD DISTANCE, E,WOOD MEMBER,PROVIDE.134"MIN.THREAD v ru I - -DEMOTES VALVES NOT APPROVED FOR USE '(SOUTHERN YELLOW PINE G=O 55 OR BETTER) PENETRATION,1"MtN:EDGE D[SrnNC6;3°MIN:END DISTANCE. 5C1 I Z'!;TEEL CLIP TIE-DOWN SCHEDULE: AT GRADE TNS ALLATION8: w a o - - FMXIMUM ALLOWABLE LATERAL WIND PRESSURE(ANCHOR TQ HOST STRUCTURE) MAXIMUM SURFACE 1 CUP AT EACH CORNER TOTAL OF 4 CLIPS PER UNIT) 2 CLIPS AT.EACH CORNER TOTAL OF 8 CLIPS PER UNIT uNlr uw)r L �. S AREA OF UNITS SHEET METAL HEIGHT WIDTH SHEET METAL SCREW SHEET METAL S[REW WOOD SCREW TO 511EET METAL WOOD SCREW 70 0. LARGEST FACE TO ALUMINUM TO STEEL; WOOD EW To ALUM NUM SCREW TO STEEL WOOD —..1...0_0 pSF 10_0-PSF.... SOU PSF 100 PSF b _ 6 FP 300 PSF 110 PSF 100 PSF 100 PSF tOtl PSF _ 100.PSF B FTF 48-"MAX 24"MIN 67 PSF 67 PSF _.,.__97 PSF 100 PSF 160 PSF 100 PSFr-- i ( 50 PSF SO P$F. 50P F 99 PSE 99 PSF - 18FT' '.___ ., 38 PSF ..-: 38PSF 3B:PSF 74 ,a 74 PSF 74 PSFPSF �k �E 20 FT -- 41 PSF 41 PSF —�1 PSF _ -80 PSF 00 PSF BO PSF E6 FT' _...,_ b0. MAX 48 MIN 33 PSF- 33 THS 33 PSF 64 PSF 64 P5F 6.4 F 6 j 30 FT. 27 PSF .27rSF 27 PSF 53 PSF 53 PSF ._ 53 PSF -- -t .. .... r18 FT' ..... ..- �� 44 PSp �4 FSF 44 PSF ?f 1, TtE DO`,YN CLIPS SHAH BE FASTENED TO MECHANICAL HOUSING UNIT WITH.(3)-C12 SAE GRADES SHEET METAL SCREWS; - R ' 2. MECHANICAL HOUSING UNIT SMALL.CONFORM TO THE FOLLOWING:' 2.1. ALUMINUM HOUSING UNITS SMALL BE 6063-T6 MIN,ALUMINUM SHEET WITH My-30 KSI,0.125"MIN,THICKNESS, 6"- 2.2. STEEL HOUSING UNITS SHALL BE 130SI MIN,STEEL,.GRADE 331 22GA W1k(typ412 j9');• • •....... • • •• ' 3. A MAXIMUM ALLOWABLE VALUE OF TOO PSFHAS BEEN UTIISZED;;FOR HI`HER.DEMAND FAPVITIT•9.CgFTAGj FOR 511Y-SPECIFIC ENGINEERING. • • •• • • • • • W d ANCHOR SCHEDULE: .. ... .. .. CPY1tlRfI RUKK L6EIPUGhDP.E -_-- it BMP 0 0 _- 0 U85TRA`fE ANCHOR _ ANCHOR SCHEDULE NOTES: EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. 1 ALUMINUM: (2)-814 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN.PAST 2. ENSURE MINIMUM EDGE DISI'ANCE.AS NOTED IN ANCHOR SCHEDULE. SCALe& NIS..' Ol ¢. (01125 MIN.THICK;6061-T6 MIN:ALUMINUM) THREAD PLANE FOR SHEET METAL SCREW. - PACE nesCMPTIONI STEEL (2)S14 SAE GAADE 5�Hk MET�SCREW Tonm,PROVID�(5)P[NCjES tjM.QST• (0 125 MIN THICK 33 KSI MIN.STEEL) THREAD PLANE FORS ET 4ETAL Yt[W •• • • • • TABLE IEGENO:' e SEALED WOOD I-Ijr MIN THICKNESS: (2)414 SAE GRADE-5 WAIS SLRES'76 SMDOtIEMfER,*OVIOE 101"MINA ROIKEA(• • SAS (SOUTHERN YELLOW PINE,G=0:5.S.OR:BETTER)PENETRATIOM t MIN.EDA O15TA}�,.1"MIN•E1404157ANCM • • • -��-DENOTES VALUES NOT APPROVED FOR USE /1 t ( I ••• • • • • ••• • • 51ii 1"STEEL CLIP TIE DOWN SCHEDULE 000E TOP WIOUNTGD INSTALLATIONSAXIMU A1.O A L TER L WID PRESSURE. NC OR TO HOST STRUC USE)MAMMUM SURFACE Y CUP AT EACH CORNER TOTAL OF 4 CLIPS PER UNIT 2 CLIPS AT EACH CORNIER(TOTAL OFCLIP$PCRARF_A OF UNITS UTI1MIT WIDTH SHEET MEIN.IGSREETME'TALSCREW SHEETMETALSCREW TAPCON TO SHEETMETAL. rn IDRIDABUIlDINfi COBESECOONI509IANn 'LARGESTFACE TAPOONTCI CONCRETE TO ALUMINUTA TOSTEEL CONCRETE SCREW TO SCREW T08TEEL V )WI9CH RE UIRFS nMIROOFALUMINUM lIpUVl[D FIILHANIGIL UNIGiSBE ........................ _. -..___.__ —__.._- _ ,.. ..__ ._.__..._.... ._..:._._...._..___._._._ .. CVA6S RAISEPAMINIMfNI pF'd IHCINB ABWETH[ _-- .. - 4.PT' .-- 62 PSF B7 PS`K.__ 67 PGF 100 PGF -_._ 100 PSF _ 1Q0 PST I �B�t:rvrarlorilrf lriH rxonrunlst[i rrRwLs.. Z�$� 41,PSF - 41 P$F:..' 4Y PSF -_...FT PSF _.__ _T7 PSC_,- _..._.77 PSF _ o.r A '4. 1 r.m. `r .. "' _. _, EEVfPNEvYY$UNn T PoQI... �v `e'FT' 40 A MAX '24 MIN ?7 P$. 27 PSF .. �i PSF 51 PSF.. -'S1 PSF AF+Ixc4 ilrfGNl lrvAccxiRawc.ryml 12.FT' .. _ f i —. . s0cnav fsbs Ar oN lssx ixror '' ..Md ....... .._.. lHHNG ,. s..[ 36 PSF 38 PSF .38 PSF ' CODE AI PEAHnn�P MS MFLACE rEW,,Amnon >y, U� 16 F7' 20 PSF 20 PSP 20 PSF NaxrexANtr oP nrr aooFlA'ys srEH.AnYcpRB _,_,U I pn suPFORrurarfn wmr nrls nF rsx SxAu. 5- w 20 FP- 33 PSF 33 PSF ImvrsEPAAnrcopcunENr4TroN vsl)Fmm� � U�u� 25.FT' i 26 PSF 26 PSF 76 PSF nnEGRnrnnuspuTsloE nce scWE[t lius /� O FT' BO MAX 48 MIN / nFfunnN. l./-• z m. o 1 TIE-GOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNITV)ITM(3)-012 SAE GRADE 5 SHEET METAL SCREWS.((S)-SHEET METAL 'R W 9 3 u SCREWS REQUIRED FOR LONG CLIPS,SEE DETAU Atj.) t,� A p El -N 3. MECHANICAL AILMINUM USING HOUSING If UNITS SHALL BE RM 6070THEFOLLOWING: ADDITIONAL ALLOWABLE;UPLIFT 9O LBS/CLIP -�� . 2.2. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN..ALUMINUM SHEET WITH fly-30 K51,0.125"143N.THICKNESS. 2.2: STEECHOUSINO UNITS SHALL BE 33KSI MINS STEEL,GRADE 33,22GA Mk(Em0;0299"). (DESIGN TABLE ACCOMMODATES MAX 90LB/CI IP AS ADDITIONAL UPLIFT IN 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE 1"CLIP. COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL. - a A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED;FOR HIGHER DEMAND CAPACITIES:CONTACT THIS ENGINEER FOR SITE-SPECIFIC FORCES SEE ASCE 7-30 SECTION 29.5 FDR MORE.INFORMATION.) ENGINEERING. .:l!++.11��11 ANCHOR SCHEDULE: ALLOiVABLE UPLIFT PER UNIT IS BASED ON ( I I THE NUPIDER OE CLIPS UTILIZED x 901.0/CLIP , :U SUBSTRATE EXAMPLE: 4 CLIPS x 90 UVCUP -360LB 'Z - a CONCRETE (1)-%10 CARBON STEEL ITW BUILDEX TAPCON IV FULL EMBED TO CONCRETE,2i£MIN,- ly (4"THICK MTM 3192KSI MIN) EDGE DISTANCE 3 MIN SPACING TO,ANY AbJA CNTANCHOR (REQUIREOUPl1FT DEMAND SHALL BEDEIERMINED �yyj ALUMINUM (U 614 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN. OR R 5ITE SPECIFIC/fA3f9 DY LICENSED ENGINEER Z (0125 MIN.tHICK 6061 TO MIN ALUMINUM) PASt"ktAD PIAME FOR SHEET METAL SCREW, OR TIFICA EAEO.ARCHITECT;NOTINCLUOED IN TlfIS CERTIFICATION) €a O STEED (1)414 SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(5).PINCHES MIN.PAST .d ro.�9 �i °• (0 125'MIN THICK,33 ktl MIN.STEEL) THREAD PLANE FOR SHEET METAL SCREW. TABLE LEGEND:, LL,ey 1' 1 EMp.EDMPNT AND EDGE DISTANCE EXCLUDES FINISHES IF APPL]CABLE. � ®-DENOTES VALUES NOT APPROVED FOR USE 0 1 ENSURE MINIMUM EDGE DISTANCE AS NOTED IN.ANCHOR SCHEDULE: ¢ 1 ------------ d 2"STEEL CLIP TIE DOWN SCHEDULE ROOFTOP MOUNTED INSTALLATIONS: W" -MA%I UM CLCIWAeLE LATERAL WIND PRESSURE ANCHOR TO HOST STRUCTURED 7 e n (1)CLIP AT EACH CORNER. (2)CUPS AT EACH CORNER (TOTAL OF 4 CUPS PER UNIT) (TOTAL Or CUPS PER UNIT) NpIB1 RpnFTpPINSTAItArIONS SIML[[UNFORM, W MAXIMUM 5URFACE __. ...._ _ -_: to rlgxruA Bul[PING CoOrsECnON ISP9(Ann S UNIT ONIT '"'--- ----""'-'"" Luz roR NVNzI wNrcH REOIBRE51141TRooF 1 f AREA OF UNITS SHEET METAL HEIGHT WIDTH SHEETMETALSCREW SHEETMETALSCREW SHEET METAL Nomm MECHANICAL Lxl11B dEMoi_qv i LARGEST FACE SCREW TO CURBS RAL4EBAMIN.'M,TrOFB INafES ABOYElNr 7'U ALUMINU14 TO STEEL SCREW TO STEEL ALUMINUM RUQ SVRFACE,ORTNIERERpOF/I/G PIARRIALS SODD F ICO PSF 100 PSF 100 PSF EaTd/p IR'PAW nrcUNn;.avdAlsro 4 - - _ _ EQNPAkNiWIGHTTSPRONGINGA HIDN --84 PSF 84 PSF iBB RSF SDO PSS C[BiAANCE NErGrlTlnpcCd{pancE wmT •. . dmm1N 1SMANlnIM 1i1]runrrdur[nMc S FT' 40"MAX. 24"MIN 56 PSF SS PSF - _ _SCO PSF 100 PSF a.or rli drRrmAerArns,REnArEiIENT AkVOR Q ............. . .. .._ .. _.._. .._._ ' 12 FT•. 42 PSF- 42 PSP 02 PSF 92 PSF HuxrENAGR'E cw lNE aocVlNv srslE'AI.ANYtlIRe- ) 16 FT' ,_ 31 PSF 31 PSF 61 PSF '61 PSF oR SJnnar Orltl IMVE SR4PATl oocuH »on •` 20 FT' B4 PSF 39:PSF __, .__ 67 PSF __ ._ 67 PSP_-__ n fs OUrsrDEn/e sra>E OF nns i e ._.� 25 FT' 2715E 27 PSF 53 PSF 53 PSF R 4 :. .. 60^.MAX 48'MIN PPP / %. �:,,_ ,.....__-. ' I i BOF7' 44_PSF _. -04 PSF.... a� pdvg 38 F7' 37 PSF /� ET FTT� -@pg - 1. TIE-DOWN CLIPS SHALL.BE FASTENED TO MECNANk.AL HOII.SINC UNIT WITH(3)4J2 SAE GRADE 5 SHEET METAE:S("AEWS. ADDITI.QNAL ALLOWABLE UPLIFT. 9U LBS/CLIP 6 ' 2 MECHANICAL 11OUSING'UNIT SHALL CONFORM TO THE fq"WIPP•• • • • • • •• - - ---.--.. ..---..--.-.. rg l; I 2.1. ALUMINUM i4CiUSIHG L1hat5:BHALI.RE 6063 T61`74 ALUMINUM F*F.Er T FTy�30,Y E,1y1.2SfMLN j1HICKNESS, (DESfGN TABLE AGCOMr10DATES MAX 90LWCLIP A5 ADDITIONAL UPUF7IN $ 7 2.2. STEEL HOUSING UNITS SHALL SE.33KS1-MIN.STE%GRADE:33, 'A MILL. 0 99 COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL a i 3. A MAXII4UM AIlOWABLE.VALUE OF 100 PSF HAS BEEN UTjUZEGi F�R4IIGV R( MA�(JA10FJ:ONl�Gi THIS ENGINEER FOR, FORCES SEE ASCE 7 10 SECTION 29.5 FOR MORE INFORMATION.) �Qigg SITE-SRECIFJC ENGJNEER[NG. • • • • • • • • • ALLO�/,YAULE UPL1lT PER LINITIS BASED ON ... •• •••. ••... • • • •• THE NUMBCR OF CLIPS UTIl12ED k 901.8/CLIP a.�s-. ->' ' ANCHOR SCHEDULE: __ G(YTNW RIBNNLOENNMBdP£ ANCHOR ---'---"-' -'- '" EXAMPLE: 4 CUPS x 90 CB/CLIP a3bOL6 _ suesrlvLTE _ _ __ ____ 11-BMP-0001 @ ALUMINUM: (2)-034 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN. (REQUIRED UPLIFTD,EA SHALL LICENSED $[AIEI N.TS Ol f ON A E. SITE SPcafIC CEI EY[ftENSFD ENGINEER r (0:125•MIN.THICK,6061 T6 MIN ALUMINUM PAST Ti AD yp OR SHFFT L$REW PAGE DESCRIPTION. ____ —.___ .• ._ ... ._..g..�.j...__ ------ ._.•. ._-_ _ OR REGISTERED ARCHITECT;NOTINCLUDED IN THIS - - - STEEL. (2)•07/.SItiGRA0�5SHEhT HIVTAL SCREW T457EEL,PI�VIf�(5)�INf�1E5 MIN.PAST CERTIFICATION) (0.]75'NIH.THICT(,33 KSI MIN:STEEL) TFIREl0 PLANE POgjSHEET MEi CREW, • • • • - - - __�. .____�___.._ TABLE LEGEND: a f•' • • • • • •• • • Q 1, EMBEDMENT AND EDGE DISTANCE EXCLUDES FINIBHE"IF APP S�AnBLE:, • •, • • • • • �®-DENOTES VALUES NOT APPROVED FOR USE 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN I(�1a SCH�ULE. • • ••• • �3 i .. r .100 FOR ANY OLTP LONGER THAN 10" - F R esar R 6 UTILIZE(5)812 SAE GRADE 5.. .•�r �/Q - - -- - SHEEP METAL SCREWS(PROVIDE" - 21111N SHEET METAL SCREWS AT: - -- - MECHANICAL UNIT BY OIHERS.ALUMINUM 'THE TOP OF THE CLIP)TYP. HOUSINGUNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH F =30 KSI,0.125"MIN, 0.19" THI,CKNESS,STEEL.HOUSING UNITS SHALL BE TMP' N 2 SAE GRA 3 Al DE 5 SHEET METAL .O m n 331CS1 MIN.STEEL,GRADE$3,22GA MIN, O.- ffnnUGH t�- .... I - •02r . IWS TO 0.060"THICK- MECHANICALHOUSING UN T BYi3 tOJHERSPROV16E 15 P f MIM, w.� ASTM ABS !� uF� d tQQQr ... BE LUSMUYYIEL ICK ASTM— SMs" ASE OF NIT c 0.068`TH c - 83 STEEL CLIP:TYP Z� >V. w L11711 ' SHALL ¢ BASE (r --ANCHOR PER ANCHOR SCHEDULE Q e $ OF CLIP,NO.SPACFm Z � / w 1 - PERMITTED,7YP. �. Z W -N* � w (3)61112 SAS GRADS B— SHEET MEtAL.SOliEW3 - "p HOLE WITH - / � vvv Neu ATT OF SLOT,TYP., ANCHQR FROM 7." DIMENSIONS / w V 50 CLIP ANCHOR / -SUBSTRATE PER ANCHOR. ~ ry SCHEDULE,TYP. SIMILAR) /I a SCHEDULE(VARIES) ..__. 3�0.375' 1" TIE-DOWN CLIP (j ANCHOR DETAIL 1 V CLIP ISOMETRIC DETAIL 4 DETAIL ISOMETRIC CLIP IS DESIGNED FOR FULL CONTACT WITH7HE BASE IIF EACFI� -?✓ - MECHANICAL UNIT,TYP,. J O G9 j 0:125" MECHANICAL UNIT BY OTHERS ALUMINUM :z z 4 - HOUSING UNITS SHALL BE 6063-Td MIN, ALUMINUM SHEET WITH Fty=30 1<5I,0:125 MIN, - Lu o. THICKNESS,STEEL HOUSING UNITS SHALL BE (3)-8.12 SAE GRADES SHEET METAL f-' P 0 113 THICK 33KS1 MIN.STEEL.,GRADE 33;22GA'MIN. SCREWS THROUGH CLIP TO z� ASTM A283 (Le00299). MECHANICAL HOUSING UNIT BY :H T` 'STEEL,TMP. VVV S r rr OTHERS:PROVIDE(5)PINCHES MIN. ,a ` j� PAST THREAD PLANE FOR EACH ,c SM5,TYP. m 0.1131, HICK ASTM A283 STEEL CLIP TYP, } III (3)412 SAE BRADS BA9F OF UNIT SHALL (2)ANCFIORS PER ANCHOR ° VVVIII SSHEETMETAL BEFLUSH WITH LASE \ ../ 3/8 SCHEDULE a� u ll SCREWS ATTOP OF OF CLIP NO SPACE / /� g6� TY Po . SLOT TYPPERMITTEDTP �- l f38 Y'a HOLES,NDr7G ' 9E USED FOR r ANCHORS,TYP, / SUBSTRATE PER ANCHOR •• ••• • ! • • • •• ,, i;s'i / i SCHEDULE(VARIES) 0.75" / 2" TIE-DOWN CLIP • • • • • • • • • � a .. • • . ,. �a1ANCHOR-DETAIL DOWwGx,Hwat.POrPaCDPs. i DVIAIL 11-6MP-0001 FACTORY-MILLED W-0 06 />> - sena: ".is. Dl t UTILIZO ANCHORS FROM 3"_ /SOU. • ••• •• ••• • • CLIP IS DESIGNED.FOR FULL PAGE DESCRIPTION, i - CLIP ANCHOR.SCHEDULE,Tn. /. • • • • • • • • • CONTACT 4Y1TH THE BASE OF EP,CH 1 . • • •• • • • • MECf1AfJICAL UNIT,TYP._J 0.50`- 2fIcCIPIoM 'Itzc.aErAIL•: :- : . . . - 4 N. ,SUI-0E • • //I 1 x AH 14 sW!nts oMiami Shores Village it 7'W scha pa)w R )d6nt N S� 10050 N.E.2nd Avenue NEt .... ^' Miami Shores,FL 33138-0000 a F— Phone: (305)795-2204 y - Cf>? '�8tfPRO� cuRioAr Expiration: 12/06/2015 4ssu 126' Project Address Parcel Number Applicant 290 NE 100 Street 1132060134440 JACK EFROMSON KIMBERLY K Miami Shores, FL Block: Lot: Owner Information Address Phone Cell FJACK EFROMSON KIMBERLY KRAUSE 290 NE 100 Street MIAMI SHORES FL 33138- 290 NE 100 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 8,462.00 _... w. AMI AIR CONDITIONING (954)966-2380 Total Sq Feet: 0 Tons:4 Available Inspections: Additional Info:A/C CHANGE OUT Inspection Type: Classification:Residential Final Approved: In Review Review Mechanical Comments: Date Approved: :In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# MC-5-15-55762 D13PR Fee $4.44 06/09/2015 Check#:3001 $278.45 $50.00 DCA Fee $4.44 Education Surcharge $1.80 05/29/2015 Check#:2992 $50.00 $0.00 Permit Fee $296.17 Scanning Fee $9.00 Technology Fee $7.20 Total: $328.45 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr ' n and zoning. Futher re, I auth Ple the above-named contractor to do the work stated. il June 09, 2015 uthori S gnature: wner(JI Applicant / Contractor / Agent Date B ' ding Department Copy June 09, 2015 1