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MC-15-1987 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240876 Permit Number: MC-8-15-1987 Scheduled Inspection Date: August 12, 2015 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: FOLEY, DAVID & REBECCA THOMSON Work Classification: A/C Replacement Job Address: 175 NW 98 Street Miami Shores, FL Phone Number (765)404-4745 Parcel Number 1131010240120 Project: <NONE> Contractor: AMI AIR CONDITIONING Phone: (954)966-2380 Building Department Comments A/C CHANGE OUT Infractio Passed Comments INSPECTOR COMMENTS False Cz � Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 11,2015 For Inspections please call: (305)762-4949 Page 26 of 36 � � R i 1 00 P&"* Miami Shores Village '' P&"*T' 10050 N.E.2nd Avenue NW - Miami Shores, FL 33138-0000Z. � 3 ,"A,,'Pp Phone: (305)795-2204 Expiration: 0210712016 j Project Address Parcel Number Applicant 175 NW 98 Street 1131010240120 DAVID&REBECCA THOMSON F Miami Shores, FL Block: Lot: Owner Information Address Phone Cell DAVID&REBECCA THOMSON FOLEY 175 NW 98 Street (765)404-4745 MIAMI SHORES FL 33150- 175 NW 98 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 4,146.00 AMI AIR CONDITIONING (954)966-2380 Total Sq Feet: 0 Tons:3 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 $3.00 Invoice# MC-8-15-56639 DBPR Fee $2.18 DCA Fee $2 18 08/07/2015 Check#:3042 $50.00 $ 116.47 Education Surcharge $1.00 08/11/2015 Check#:3047 $ 116.47 $0.00 Permit Fee $145.11 Scanning Fee $9.00 Technology Fee $4.00 Total: $166.47 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 ork will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to d thew stated. JA6g ✓ t� August 11, 2015 Authorized Signature:Owner / Applicant / Contractor / Agenf Date Building Department Copy August 11,2015 1 i Miami Shores Village AUG 0 Z 2015 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20+ BUILDING Master Permit No. � PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [--]RENEWAL ❑PLUMBING FE—] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 175 NW 98 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3101-024-0120 Is the Building Historically Designated:Yes NO Occupancy Type: 0800 Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):DAVID J FOLEY REBECCA THOMSON FOLEY Phone#:765-404-4745 Address: 175 NW 98 ST City: MIAMI SHORES State: FL Zip: 33150 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: DENNIS MULLINS 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:$4146.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ElAlteration 1:1New Q Repair/Replace ❑ Demolition Description of Work: A/C CHANGE OUT Specify color of�lcolor thru tile: Submittal Fee$ Sy ` (DO Permit Fee$ ` CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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 a proved and a spectipn fee will be charged. Signature Signature77 / OWNER rAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 7 day of (T 20 1 S by /ti day of 20 by Ayt l� Fc,L— y _ ,who is personally known to who is personally known me or who has produced 2 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: I i Sig • b (L� Sign: Prin 'N !:• r r, Print: Jt ? °s • '`= Notary Ic-State of Florida J. �° • Seal: s. , or_ MY COMMISSION#FF103230 Seal: My Coinm.Expires Feb 20,2018 `'•'�oFno"•` EXPIRES April 11, 2018 %;E �d;�� Commission#FF 090296 (407)398.0163 Floridallotaryservice.com (\�JAPPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ,SNoREs Miami Shores Village Building Department „� Pall ,,,,,m 10050 N.E.2nd Avenue Miami Shores, Florida 33138 OR1Dp' 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): 175 NW 98 ST City: Miami Shores Village County: Miami Dade Zip Code: 33150 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 0 ARHI Sheet Attached:YES ❑■ NO ❑ Contract Attached:YES ❑■ UNIT BEING REPLACED DATA NEW UNIT GOODMAN/RUDD MANUFACTURER CARRIER ARUF3616BA AHU or PKG. UNIT MODEL# FV4CNF003L00 UALB036JAZ COND. UNIT MODEL# CA16NA03600 8 KW HEAT 8 3 NOM TONS 3 AHU CU PKG 1) M.C.A AHU 48.5CU 18.1 PKG AHU CU PKG 2) M.O.P AHU50 CU 30 PKG AHU 240 CU 230 PKG 3)VOLTS AHU240 CU 230 PKG PKG UNIT / / PKG UNIT EER/SEER 16 YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT Y NO YES NO NEW 4"CONCRETE SLAB ES NO YES NO NEW ROOF STAND YES NO f� YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 8 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 50 3. Voltage of Circuit(208/240/480): 240 4. Size Disconnecting Means: Contractor's Company Name: 'T R Phone: State Certificate or Regi -r 1814995 Certificate of Competency No. 6054043 Signature ' " Date: u 7 hl (Qualifier's signature) (Revised02/24/2014) ................ PROPOSALRE S ,o :��ACTORY�?', A.M.I. Air Conditioning AUMORM A * mole and Refrigeration 's DSR FROZEN SOLID CORP. 4717 Orange Drive • Davie, FL 33314 Broward: (954) 966-2380 Dade: (305) 625-8332 Toll Free: 1-8.00-966-2389 turn to the expert_W Proposal submitted to: Dat L�36�z _2�sk-,-/ f Street (Billing Addres4 Street (Job location, if different) City, state,zip code City, state,zip code 1 i Phone Home Work 1 Phone Location s- We hereby propose to:Furnish,install and service the equipment and materials listed below, ith the co ditions and specifications set forth in this proposal. NEW EQUIPMENT System#1 $ Z Sy m#2$ System#3$ Manufacturer\ I n . n I t Rki AtP7MnrtlerC U CA Furnace Coil Package Unit Thermostat 92 feax_7 Heat Strip Other Capacity ? Seer fe Piping N/E Condensate Warranties Labor J Yr. Parts l� Yr. Lab Yr. Parts��Yr. Labor Yr. Parts Yr. Compressor_�Yrs. C pressor " _Yrs. Compressor Yrs. ELECTRICAL MISCELLANEOUS ITEMS T_J Connect to existing circuitsLJI cessary mechanical permits ElNew inside/outside disconnect or breaker amps ❑ New electrical wiring to new a/c units including proper ❑ Remove existing equipment from premises breakers, piping and switches EProvide new concrete slab ❑ Increase electrical service to amps ❑ Change fuse panel to circuit breakers ❑ Health Smart Air Filter Location 01ICTWORK AND GRILLES ❑ Reinsulate attic with R- Connect to existing supply and/or return ❑ Flexible R-6 duct system ❑ New supply outlets in Kit D.R.—L.R.—B.R. 1:1 insulated sheet metal platform Bath FL.R. Other El Planned Service Program El New return air grille ❑ Ceiling Wall ❑ Other _97Total Price..................... $ = .00 $ .00 $ .00 FP&L Discount.............. $ - 0 00 $ — 00 $ — 00 Other............................. $ — .00 $ — .00 $ — .00 Net Payable................... $ f .00 $ .00 $ .00 We propose hereby to install system# as above Net Due $, � .00 Deposit .00 specified for the sum of dollars Balance $ X23 .00 due upon completion It is agreed and understood by the parties that all equipment and parts which are sold pursuant Signature: hereto shall not become fixtures or part of the real estate where they are placed.Said parts and ny) equipment shall at all times remain personal property and the title thereto shall remain in the seller j�7 / until payment in full is received. Buyer hereby agrees that all parts and equipment may be (Customer) Signature: Date: repossessed in the event of non-payment. I have authority to order the work as outlined above. I agree to pay all costs and reasonable Signature: Date: _ attorney's fees if this proposal is placed in the hands of an attorney for collection. (Customer) This proposal subject to approval by A.M.I. Estimating,Installation and Credit Departments.If rejected,any payment made hereunder shall be refunded to the customer and this proposal shall be null and void and of no effect. `SNVIC-1.93 oREs G1t NINE [� ..,..� Miami shores Village Building Department ORIDp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (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 DAVIE STATE FL Zip 33314 BUSINESS PHONE: (954 ) 966-2380 FAX NUMBER(_954 1 985-2645 CELL PHONE9( 54 ) 410-8533 QUALIFIER'S NAME: DENNIS MULLINS QUALIFIER'S LIC NUMBER: CAC1814995 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY • STATE OF FLORIDA M DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD �CAC1814995 The CLASS AAIR CONDITIONING CONTRACTOR;-­---,7-11,_,;_ Named below IS CERTIFIED "^D we Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2016 MULLINS, DENNIS T" w ;.K AMI AIR CONDITIONING 4:717 ORANGE D ' DAVIE FL3°:3314 m 4 4 0 7 r 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 LBT 1 5806253 i BUSINESS NAME/LOCATION RECEIPT NO. . .EXPIRES AMI AIR CONDITIONING RENEWAL SEPTEMBER 30, 2015 DOING BUS IN DADE CO 6054043 Must be displayed at place of business 1I Pursuant to County Code Chapter 8A—Art.9&10 OWNER SEC.TYPE OF BUSINESS F�AYMENT RECEIVED FROZEN SOLID CORP 196 GENERAL MECHANICAL CONTRALTO CAC1814995 Y TAX COLLECTOR Worker(s) 1 $75.00 07/23/2014 CHECK21-14-031314 I 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 holder's qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miamf Dade Code Sec 8a-276. For more information,visit www.miamidade.gov/taxcollector e �--� AMIAW OP ID:YK ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/2015DD1YYYY) 05/29/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS 7ERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES "LOW. 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 NAME: Brown&Brown of Florida,Inc. PHONE FAX 1201 W Cypress Creek Rd#130 aC No E111):954-776-2222 A/c No):954-776-4446 P.O.Box 5727 E-MAIL Ft.Lauderdale,FL 33310-5727 ADDRESS: Scott H.Buser,CRIS INSURERS AFFORDING COVERAGE NAIC# INSURER A:American States Insurance Co 19704 INSURED Frozen Solid Corp. INSURER B:Associated Industries Ins Co 23140 d/b/a AMI Air Conditioning INSURERC:01d Dominion Ins.Co 40231 4717 SW 45th Street Davie,FL 33314 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE 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. ?NSR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP POLICY NUMBER MMIDDM(YY MM DD/YYYY LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 C X COMMERCIAL GENERAL LIABILITY MPG76188 01/03/2015. 01/03/2016 PRA EMISESEa occu ante $ 500,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea acc , $ A- X ANY AUTO 01017911461 01/03/2015 01/03/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X $ AUTOS PER ACCIDENT UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY L M ITS I ER B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN AWC1030181 02/01/2015 02/01/2016 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Proof of Insurance; HVAC CAC #1814995 CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g ACCORDANCE WITH THE POLICY PROVISIONS. Attn:Building Dept. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE - Miami Shores,FL 33138 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD t !" www.ahri(Iirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 7019419 Date: 8/1/2015 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: CA16NA036****A Indoor Unit Model Number: FV4CN(B,F)003L Manufacturer: CARRIER AIR CONDITIONING Trade/Brand name: CARRIER COPY Region: Southeast and North (AL,AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC,TN,TX,VA AK,CO,CT, ID, IL,IA, IN, KS, MA, ME, MI, MN, MO, MT, ND, NE, NH, NJ, NY,OH, OR, PA, RI, SD, UT,VT,WA,WV,WI,WY, U.S.Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015,are eligible to be installed in all regions until June 30,2016. Beginning July 1,2016, central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. Series name: 16 SEER PURON AC Manufacturer responsible for the rating of this system combination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity(Btuh): 33600 • EER Rating(Cooling): 12.50* •• SEER Rating (Cooling): 16.00 • IEER Rating (Cooling): ..• •• AUG 0 ° 15 :..... "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.ahridirectory.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.ahrldirectory.org,click on"Verify Certificate"link Nv,make.lite LICUO_" 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. –" ---- —– ----2 ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: 13082933933493342031422 CARRIER CUBE UNIT BASED ON A REVIEW AND ANALYSIS THE FOLLOWING UNITS CONFORMS TO THE 2014 FLORIDA BUILDING CODE AND THE ASCE 7-10 WIND ANALYSIS CODE. SEE ENCLOSED ANCHORING DETAIL REQUIREMENT AS SPECIFIED IN SECTION 1620 FOR MAX WIND SPEED OF 180 MPH'AND A 3 -SECOND GUST , MAX HEIGHT OF 60 FEET. CARRIER AIR CONDITIONER MODEL LIST FOR UTC"CUBE STYLE BASE PAN UNITS" UNITS UP TO 39"HIGH FOR UNITS OVER 39"HIGH TO UNITS OVER 44"HIGH TO 180 MPH WIND VELOCITY 44"HIGH FOR 180 MPH WIND 48"HIGH FOR 160 MPH WIND WITH A MAXIMUM BUILDING VELOCITY WITH A MAXIMUM VELOCITY WITH A MAXIMUM HEIGHT OF 60' BUILDING HEIGHT OF 60' BUILDING HEIGHT OF 60' EXPOSURE"D" EXPOSURE"D" EXPOSURE"C" PA13NR(1.5-3.5 ton,5 ton) PA13NR(4 ton) CA13(all tonnages) CAI(1.5-4 Ton) CA16(5-Ton) 24ABB3(all tonnages) 24ABB3C(all tonnages) 24ABC6(1.5 thru 4Ton) 24ABC6(5 Ton) 24ACB3(all tonnages) 24ACC6(1.5-4 Ton) 24ACC6(5 Ton) 24ACB7(2-4 Ton) 24ACB7(5 Ton) 24ANB6(1.5-3 Ton) 24ANB6(3.5-4 Ton) 24ANB6(5 Ton) 24ANB7(4 Ton) 24ANB7(2-3 Ton) 24ANB7(5 Ton,series 1) 24ANB7(5 Ton,series 0) 24ANB1(2 Ton,series 1) 24ANB1(2 Ton,series 0) CARRIER HEAT PUMP MODEL LIST FOR UTC"CUBE STYLE BASE PAN UNITS" UNITS UP TO 39"HIGH FOR UNITS OVER 39"HIGH TO UNITS OVER 44"HIGH TO 160 MPH WIND VELOCITY 44"HIGH FOR 180 MPH WIND 48"HIGH FOR"180 MPH WIND WITH A MAXIMUM BUILDING VELOCITY WITH A MAXIMUM VELOCITY WITH A MAXIMUM HEIGHT OF 60' BUILDING HEIGHT OF 50' BUILDING HEIGHT OF 60' EXPOSURE"D" EXPOSURE"D" EXPOSURE"C" PH13NR(1.5-4 ton) PHI 3NR.(5 ton) CH13(all tonnages) 25HBB3(all tonnages) • 25HBB3C(all tonnages) • .00000 25HBC3(aII tonnages) '•••• •• 25HBC5(all tonnages) •• •• • •• 24HCD3(all tonnages) ' • • • • ••••' 24HCD4(all tonnages) '• •• ' • • 25HCC5(all tonnages) •••�" • ••••' 25HCB6(all tonnages) 25HCBS(5 ton) •••••' •• ' •• ••••• 25HN85(1.5-4 fon) 25HN65(5 tong • 000• • • • • 25HNH5(2-3.5 ton) 25HNH5(4 ton) • • ••' 00000 25HNB6(2-4 ton) 25HNB6(5 ton) ••" ••• • •0 25HNB9(2 ton series 0) 00.000 ••• "0000•• 25HNB9(2 ton series 1) 25HNB9(3-5 ton) • ' • 25VNAO(all tonnages) •' •• • 000000 NOTE: ALL OF THE WIND RESISTING EXTERIOR PANELS, INDIVIDUALLY MEETbR EXCEEC10 :•••'0 THEIR CAPACITY TO.RESIST THE DESIGN WIND LOADS AS STATED IN THE CALCULAOIONS • • As ocn ,t cE, v urs c, .Z�e�e� c-�wr� E�� �r�,� r n ,� n„s T`�THE .`�v= G. i i==wr o • r.L �1 :RED' B: T: =1 . A� A BUI1 DING DE 117:E-. Eaves Lr E E�f;L:fi'�r�a: NATURE OF THESE UNITS DISTORTION AND DEFLECTION CANNOT BE ACCURATELY EVALUATED, BUT WITH DIAPHRAGM ACTION OF EXTERNAL COMPONENTS AND INTERNAL STIFFENERS, THE BASE UNIT HAS THE CAPACITY TO WITHSTAND THESE FORCES WITH INDIVIDUAL EXTERNAL PARTS BEING CONTAINED. YEARLY INSPECTIONS OR DURING' . EQUIPMENT MAINTENANCE,ALL TECH SCREWS, CABINET COMPONENTS, CLIPS AND ANCHOR BOLTS ARE TO BE VERIFIED BY THE AIC CONTRACTOR. ALL DAMAGED CABINET COMPONENTS, LOOSE, CORRODED, BROKEN TECH SCREWS OR ANCHOR BOLTS SHALL BE REPLACED TO ENSURE STRUCTURAL INTEGRITY FOR HURRICANE WIND FORCES Job No: 15=18 X10, ROBERT E.SAMARA P.E.,PA emDO:$a gvppsengUlo.=- Consulting.Engineers Date: 06-30-2015 CARRIER CUBE UNIT Structural PE#19649 S-1 c:wd Br. R.Samara Drawn BK Tial; MO.DELS..LIST 4675 PONCE de LEON BLVD,#303 A Bamet CORAL=FL 33146 Ph:305.662-1916 F—3DS-662-2491 -------------- . ___ _w--...._...._..__.._.. GENERAL NOTE5 - . - ~ f I. 51=GTION PROPERTIE5.WERE N DERIVED BY THE MANUPAGTURER 5EE COMPONENT (PARTS) n ' DRAWIN65 BY UTC. 2. MAXIMUM UNIT WIND DESIGN BY • VISUAL GOMPARI5ON5 OF MODELS IN EACH GROUP 15 U5ED FOR THE ANAL i 515. . " 5. ALL UNIT COMPONENT (PARTS) t` x ATTACHMENT TO EACH OTHER - HAVE A MINIMUM OF 3 I O 16 ( ) TECH SCREWS PROVIDING A GAPAGITY OF 2,5r-f5 LS5 IN SHEAR (5.F.=3) USE TD -042 2"X4", IS aa. \ #` "STEEL TIE DOWN GLIP5, 3Y BMP INT. INC (G-GO r.-ALV) A5 5H01^N. PRODUCT APROVAL - - PL�1423QR3 ' ' ° ' SEE DETAIL . (2) #12-14 x I" LG (HWH#3) .HILTI Kl�I>:' LEX..•••• BASE PAN SELF DRILLING STEEL•5GREW w/•W7�'SHERS •� • .• .... (.045f1 MIN THICK.) OR EQUIVALENT. ••• ••• ••• FOR CONCRETE FOUNDATIQK H.TTAGHM&T USE:- (2) 4"IPX 24" LG HEX HEAD BUIL-EW - o p ° -Q _ TAPGON STEEL SCREWS (54*214) ANS. . "••• z Y- -t J",P 5TAINLE55 STEEL WA51iv-VbR ••' •• •'• OO OO u? (2) 4`41X 24" LG HEX HEAD 50,-50, 5UJLDEX.. .-- -- O O _ ty N TAPCON SCREWS (HW4-214I• tlD '� .. . . . ' STEEL WASHERS OR • • ;II I II (2) 4",P X 31' LG POWERS WEi%f 5bLT i • t-iEA` J -1 1-7 i i G�sivGtRc`- nNGHO-RB. 1811 CONCRETE�/ CLIP DETAIL Job Na 15-18 -K10A1 ROBERT E.SAMARA P.E..P.A. emat samara@ppsenglnc=m date; Consulting Engineers 06-30-2015 CARRIER- CUBE BASE PAN Structural PE 619649 R.Samara m1E: CLIP AND ATTACHMENT LOCATION PLAN 4675 PONCE LE.FL;tBLVD,6309 Drawn A.Barnet CORAL GABLES,PL 99146 Ph:305-662-1916 Fmc 906-662-2491 WIND ANALYSIS AND ANCHOR DESIGN FOR CARRIER "Cube Style Base Pan Units", FOR RESIDENTIAL OCCUPANCY, WITH BASE PAN SIZE NO GREATER THAN 35 INCHES SQUARE(CATEGORYII)(FOR BUILDINGS OF 60 FEET OR LESS IN HEIGHT AND MAXIMUM WIND VELOCITY OF 980 MPH)(MAXIMUM HEIGHT OF UNIT 47.44 UNCHES) References: ASCE 7-10 " Minimum Design Loads for Buildings and Other Structures" Florida Building Code 2014 Design Criteria: Paragraph 6.5.15 "Design Wind Loads on Open Buildings and Other Structures" Note that 2 sides of these units are open and the other 2 sides are partially open) Wind Analysis (For heights up to 60 feet and 180 mph velocity) Risk Factor m 1.0 Wind design velocity V:= 180 (Figure 1609A) Wind speed conversion Vasd:= V' Vasd= 139.427 Structure Category II (Table 1604.5 Risk Factor I:= 1.0 (Table 6-1) Height above groundHu:= 60 ft , Height of structure h:= 48 in Dimension of unit D:= 35 in _ h•D Area resisting wind forces 144 Af 11.667 ft2 Gust effect factor GC f:= 1.9 (29.5-3) • . • '.• • 000;0• • :•• ': Velocity Exposure Coefficient KZ:= 1.13 (Table 27.3-1) . 00,j00 ••0 • •• 000 Topographic multipliers K1 0 (Figure6-4) o•••' .. , •� . *,*•• K2:= 0 (Figure 6-4) � �•• •• • • 0.00 K3 := 0 (Figure 6-4) • • Topographic Factor Kms:= (1 + Kl•K2•K3) 0�g••: g' :• • I K.,,.= i (Para.. 6-5.7.2) .. i Wind Directionality Factor Kd:= 1.0 (Table 26.6-1) Velocity pressure qh:= 0.00256•KZ Kzt•Kd•Vasd•I qh= 56.236 psf (29.3-1) Design Wind Force ,= gh'GCf F= 106.848 psf (Eq. 29.5-2) F — = 0.742 ksi 144 Robert E.Samara,P.E.P.A. FILE NAME: CARRIER-35 X 35 Wind Analysis and Anchor Design for Carrier 4675 Ponce de Leon Blvd. #303Cube Style Units 180 mph wind and max 60ft Coral Gables. FL 33146 _CUBE WIND.xrncd height Florida State Building Code 2014 DATE: 6/30/2015 Atttachment of the"35"X 35" Base Cube" units are designed to resist 180 mph wind forces for use up to heights of 60 feet with Uplift Clips as described below. Design Criteria: Width (feet) Height(feet) Area (square feet) Moment arm (feet) D h D W:= 12 hl •= 12 Afl := whl al := — 2.12 w= 2.917 h1 = 4 Afl = 11.667 a1 = 1.458 Maximum wind moments and overturning reaction forces on each unit Mhl 1 := Afl• i F M1 2 M1 = 2.493 x 10(ftlbs) F1 a1 Fl = 1.71 x 103 (pounds) Anchor design of base pan to support pad Screw Design (Vertical Attachment to Base Pan)(Shear capacity of(4) 12-14 screws Vs`.= 4.526 V = 2,104 x 103 lbs. VS Number/Screws/Clip (2) Use (2) No. 12-14 x 1" HWH Hilti Self Driling screws at each clip with a shear capacity of 526 lbs. per screw(working stress)(See page 124 of reference catalogue). Note that vertical Unit Panels are attached to Base Pans with at least(3) S-MD 10-16 Screws , each side, with a shear capacity of 865 pounds each, with a safety factor of(3) and a total capacity of 2595 pounds Anchor design (Base Pan attachment to Concrete Bearing Pad )with (2) anchors per clip Tensile capacity of(2) 1/4"stainless anchor devises per Uplift Clip. (4) anchors per side •... go go Fkb:= 505.4 lbs. Fkb=2.02 x 103 lbs Number7j��;s/Clip'•�2) �• ..: Try,(2) Uplift Clips at each corner with minimum capacity of 826 lbs. (Controlled by 4M8R ordevice6j•' • •. .•• T := 2.0.826 T = 1.652 lbs. '"• ••••" • ••• s s NumbeNCllpsl�Jt�it (8) 00 0 Use 2' X 41,, 15 guage, "Steel Tie-Down Clips, by BMP International, Inc." Attach (2) Clips at each* ••. side as close to each corner as possible. Use(2) No. 12-14 x 1".(HWH) Hlld Self Drillirlg%feet screvv•g• i ins an-dv n'\ a 'i- .-i' . i. .. .. ..- _ Wil= �e•et•E?t each lr lift Clip with shed _ acity es_ 9r_ _ _ ss'! ice__ ' "=, -reference p ,'3 ... � a..os�:r cwp�.,.., ... .,LS iuS per Sc.redi/(vJt"3rlv�cy's`u`cssr toll page 124 of reference catalogue). For Clip to foundatlon.attachment use 1/4"x 2 1/4" hex head stainless steel "Buildex"Tapcon Steel Screws (SHW4-214)and 5/16"stainless steel washer with an uplift capacity of 505 lbs. per anchor, or 1/4"x 2 1/4" hex head blue coated "Buildex"Tapcon Screws (HW4-214)and 5/16"stainless steel washer, or use (2) 1/4'.'x 3".long "Powers Wedge Bolt" heavy duty anchors and 5/16" stainless steel washer, with uplift capacity of 900 lbs per anchor in 2500 psi concrete Stainless steel assembly parts are required for units placed within (1)mile distance from the coastline. (See attached drawing ) Robert E.Samara,P.E.P.A. FILE NAME:. CARRIER-35 X 35 Wind Analysis and Anchor Design for Carrier 4675 Ponce de Leon Blvd. #303 Cube Style Units 180 mph wind and max 60ft Coral Gables. FL 33146 _GUBE_WIND.xmcd height Florida State Building Code 2014 DATE: 6/30/2015 CARRIER 35"X35" BASE CUBE HP UNITS DESIGN FOR BUIDINGS 60 FEET OR LESS IN HEIGHT References: Florida State Building Code (2014) ASCE 7-10-"Minimum Design Loads for Buildings and Other Structures" Design criteria: Individual exterior and wind exposed panels are evaluated for their capacity to resist wind forces for 180 mph velocity and 60 feet in height. Stress analysis is based on drawings, dimensions and section properties provided by UTC for their Cube Units. Wind force: Z:= 0.742 psi Steel pan yield stress : ft:= 30 ksi Steel pan ultimate stress: fu := 43 ksi Part Height Eff Width Moment Sect. Mod. in Resisting Moment Capacity No. (in) (in) (in kips) (in kips) SERVICE sl := 41.3 wl := 14.63 . 0.125•wl•P•sl2 PANEL M1 := 1000 M1 2.315 Slx:= 0.007788 Sly:= 9.3773 Mrl := ft•(Slx+ S1y) M. = 281.553 M1.1 CNTR BOX s2:= 18.02 w2 := 11.47 0.125•w2•P•s22 COVE R M2:= M2= 0.345 S2x:= 0.003443 Sty:= 0.6209 Mr2:= ft•ft-( + S2y) M. = 18.73 1000 i2 LOUVER s3 ;= 40.78 w3 := 20.27 0.125w3.17•s32 PANEL 1 M3 M3 = 3.127 Sx3 0.0020911 Say:= 0.69759 Mr3 '= ft'(Sx3 + S3y) Mr3 = 20.99 1000 LOUVER s4:= 40.78 w4 := 17.14 0.125-w4-F-s42 PANEL 2 M4 1000 M4= 2.644 Sx4:= 0.021 S4y:= 0.30364 Mr4 fu'(Sx4+ S4y) Mr4= 13.96 SHEET s5 40.78 w5 := 17.14 M5 := 1.976 x 103.12 Sx5 i:= 6.7116 M.5 :— ft•S TUBE 1000 MS = 23.712 — x5 Mr5 = 201.348 000 000 ... . . . . . .. . . . . . . . Robert E.Samara, P.E.P.A. ... .FILF.NA.Mf:•gjRRIER-35X35_CUBE_PARTS.xmcd Design calculations for Carrier 35"x35'Cube Units to 4675 Ponce de Leon Blvd.#303 ; :DATf: •7 /+/20*5 withstand wind loads with 180 mph velocity. In Coral Gables, FI.33146 :PA•• 4 3 : ••• accordance with State of Florida Buiding Code 2014 71- ENGINEERING --� g �-�s E7XProduct Evaluation Report November 4 '2011 _.. ....... _... Application Number. FL#14239 FLB'Pkoject Number: 11-BMP-0001-01 Product Manufacturer: BMP International Manufacturer Address: 4710 28th . re St et North St. Petersburg, FL 33714 Product,Name;. Slotted Steel Tie-Dawn 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 re irements of the.Florida q 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'rtiodif:ications or revisions. •••••• Substantiating Data: •••.•. .. . ...... • PRODUCT EVALUATION DOCUMENTSeoVe •••••• •••••• • FLB drawing#1I-BMP-0001 01 titled"Mechanical Un t'Steel Tie-Down Clip Capacities.At-tirade and Roof-.Top Mounted Applications',sheets 1-4,prepared by Engineering Express, signed eared by�rar�lt� ••••• L.Bennardo;P.E.is an integral,part of this Evaluation Report:. • TEST REPORTS V e e s e Ultimate test loading structural performance has been tested in accordance,with AST(11.03741-88 teat ... :" standards per test:report{s).#TEL 01970387A and#TEL 019703878 by Testing Evaluation Laboratdri%?, ; trip. • STRUCTURAL ENGINEERIN43 CALCULATIONS. RaftedF� nfor ales throuti _. Structural engineering calculations have'been prepared which - evaluate the a product based on comparative and/or rational. 4 analysis to qualify the following:design criteria:. 1 Maximum Allowable Unit Wind Pressures: 2 MinimurnAllowable Unit Width 3, Maximum.Allowable Unit Height Frau l_. 4. Minimum Unit 1111eight # 5, Maximum Allowablellnit Surface Area =4,. 6. Clip Configuration and Anchor Spacing 7.. .Anchor Capacity fo.r 1/adous Substrates i 160 .8W, SZT" ANEN E #10 6 D.-mr, ELD BEACH-,: FL 33442 PHONE, 954:-354-0:560 FAX,' 95'4-354-0443 ,W Y¢<VC!:,:E:N G EX P.GO.j+i _ 4949. .. .'1 ENGINE7=RINC,:.:.:,., 4949:. , {4949 EX,QRESS�' BMP INTER]VATIONAL—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) i -No 33%increase in allowable stress has been used in the design of this product. p i _ 4949 ... .... ... .... .... ............... . i Impact Resistance: Not applicable to this product. t... 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). i 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). I 4900. 0000 *0000* ; Limitations 6'. Conditions of Use: '4949• : • 4949 4949 . ; Use of this product shall be in strict accordance with the Product Evaluation Documen0�i.,a.4949e.ngineering sees: . 4949.. drawing)as noised herein. 49 49 49 49•• :**so: All supporting host structures shall be designed to resist all superimposed loads and shalldai'of a rriatQval' 0 0*0 listed in this product's respective anchor schedule. Host structure conditions which araaW accouriV for 49 08:966 in this product's respective anchor schedule shall be designed for on a site-specific basis byla registered.: see*:* 49 professional engineer. j All components which are permanently installed shall be protected against corrosion, �ontantinatiorjqra 49 *sees* I other such damage at all times. : s :0000: 4949 4949. This product has been designed for use within the High Velocity Hurricane Zone(HVHZ). • 4949 i f i I 160 SW 12T" AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WW W.ENGEXP.COM I BMP INTERNATIONAL/ INC. �� � I � : MECHANICAL UNIT STEEL TIE-DOWN CLIP CAPACITIES: AT GRA p.E ROOF-TOP MOUNTED APPLICATIONS > I. i50LB MIN.WEIGHT GENERAL NOTES,. t ` L"J Sl' 'Y MECHANICAL UNIT. - �5 *`•.,, PER SEPARAt E 1 THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IM Ib \� . / CERTIFICATION,TiP, Ono J! R Q 11' 1 P S O Tut 2 SO F O�2 A BUI DI CODE;FOR USE YY]THIN AND OUTSIDE_'HE HIGH VELOCrTY HURRICANE ZONE 10ENTER OF GRAVITY ) �..• 2 NO 33.1/3,4 INCREASE IN ALLOWABLE 5TRE$S.HAS BEEN USED IN THE. ��qq�� U u ., ASSUMED TO ACT ATTHE DESIGN OF 71 BS SYSTEM: rW 'E'' GEOMETRtC�CENTER OF THE �, , 3. DESIGN 19 BASED CLIENT PROVIDED PRODUCT ANO DIE SHEETS FROM TEST MECHANICAL tmlj, ROD TS 0197O387A;'IFTEL 039703878_'BYTEST(NG EVALUATIONo MECHANICAL UNIT MUST BE i - T ';.> - -SEE DESIGN - LABORATORIES;INC=,NO SUBSTITUTIONS NRTI{OUT WRITTEN APPROVAL OY SQUARE OR RECTA LAR, x I I #CENTER OF SCHEDULE FOR THIS-ENGINEERSHALL BE PERMITTED, NO IRREGULAR SHAPES. u`I N ( GRAVITY / I PIAXIMUM,suRFACE 4. ALLOWABLE DESIGN PRESSURES TO 4UALTFY CAPACITY OF CLIPS AS LISTED •---- - =Z ' '' AREA AND DESIGN HEREIN ARE DETERMINED THROUGH TESTING REPORT.DATA AND RATIONALLY .NrL 3 PRESSURE,TYP. CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMFO - o m a 3 �/ i S. REQUIRED LATERAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE m,. WITH:HIS SYSTEM SHALL BE DETERMINED BY OT IERS ON A SITE-SPECIFIC P 1 �' i `•�.,•� STEEL TIE-DOWN CUPS. BAS151N ACCORDANCE WITH THE GOVERNING CODE a w j 1 ••. SEE DETAIL 114&2/4 IN 6. MAXIMUM&MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL ADDITION TO TIE-DOWN UNIT SHALL CONFORM T O SPECIFICATIONS STATED HEREIN.A,LL,MECHANICAL_ , y'I 1 4 SCHEDULE FOR CLIP SPECIFICATIONS(CLEAR SPACE;TONNAG,,ETC.)SHALL BE AS PER ' t INFORMATION,IYP. MANUFACTURER RECOMMENDATIONS AND ARE HE EXPRESS RESPONSIBILITY U V OF THE CONTRACTOR _ 1 h •� 7, FASTENERS TO BE #12X3; OR GREAT ER SAE GRADE 5 UNLESS NOTED 2 a OHERWISE TAPCONS REFERRED TO HEREIN SHALL 8E ITW BUILDER BRAND, S"MAX u IYP, CARBON STEEL ONLY,INSTALLED TO 3192 KSI MIN CONf_RETE.SEE ANCHOR ~ - P. '� '� :C f SCHEDULE FOR ANCHOR REQUIREMENTS:ALL FASTENERS SHALL HAVE '—I= > ! y\ I APPROPRIATE CORROSION PROTECTION TO PREVEN-LEC HOST STRUCTURE DESIGN BY OTHERS. TROLYSIS. Q M g a 1 ,r=� �,i '= 8. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL(GRADE D)WITH Fy-33 KSI OR $EF.Tie-pOWN SCHEOULES FOR 18 A71 ! I BETTER.ALL STEEL MEMBERS$HALL SE PROTECTED AGAINST•CORROSION WITH A z ALLOWABLE,SUBSTRATES.NOTE:WOOD '��, �N• -:h a�1 %;L ,r ,O �J�.�y AN�APPROVED C9AT OF PAINT,ENAMEL OR OTHER APPROVED PROTECTION IN O. MEMB8I,S MAY NOT BE USED FOR •; I 3 tMX' ,J JTp 5 HE 2010 FBC ECTIONS 2203.7.AND 2220-G90- .ROOF IDP APPLICATIONS PER POC 1522. `N`� ly AOATIN ANTE WITH T D RATED M ryp, .i3 COATING REQUIRED FOR ALL COASTAL INSTALLATIONS- _ `.�� l •I- �'O° 9. ALL CONCRETE SPECIFIED.HEREIN IS NOT PART OF THIS CERTIFICATION.AS AMINIUM,ALL - DOU BL CLLP-OPTION: SHALL HAVE MINIMUM ECOMPRESSIVE ST0.NG H OFTE SHALL BE STRUCTURAL 92 PSI,UNLESS NOTED NCRETE 4'141% NO tL M . � o (2)TOTA4 CLIPS MAY BE USED AT EACH CORNER(ONE EACH ON: `Fly I OTHERWISE. OPPQSING CORNER FACES,3"FROM CORNER APEX,TOTAL OF i 11TILIZE(i)CLIPF AT TACH CORNER 10.0.LL WOOD MEF78ER5 SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE ((B�)fLIPS'pER UNIT FORTHIS OPTION).EACH CLIP SHALL NOT "" AS SHOWN W1H3"MAX OFFSET GRADE A2 WITH SPECIFIC GRAVITY G=0.55 OR GREATER.DIRECT EXCEED 3°MAX,OFFSET FROM END OF MECHANICAL UNIT AS IFROM.END OF MECRAtJICAL UNIT.. CONNECTION TO.W000 MEMBERS/SLEEPERS 25 NOT PERF9ITTED FOR ROOFTOP DETAILED.HEREIN DO NOT5PACEQONCRETEANCHORS CLOSER �L APPLICATIONS PER F8C SECTION 1522. - CL E j ge THAN THE ALLOWED SPACXNG LISTED IN THE TIE DOWN M ECL 1ANICAL U-.N IT 11,THE CONTRACTOR IS.RESPOF1518LC TO INSULATE ALL MEMBERS FROM m S ANCHOR SCHEOULES,SEE SHEETS 283 FOR MORE DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,6E.ALUMINUM PER F.B;C. 1NFDRnunDN, 1 1ZE DOWN ISOMETRIC 2003.0.4. y 1 IID* 19014ETRIC 12.F CT SICAL GROUND,WHENREQUIRED,TO SE DESIGNED 8 INSTALLED BY s a tFOR CLARffY,THIS ISOMETRIC ONLY SNOWS 1 CLIPS.HE ISOMETRIC 13.THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED g33 LAYOUT lS TYPICAL FOR BOTH 1 AND 2'CLIP APPLICAT10N5.2°LLIPS LOADS SHALL NE VERIFIED BY THE ONSITE-DESIGN PROFESSIONAL AND IS NOT ,6 "r NOT GFR7IFlEq FOR ANCHORAGE TO CONCRETE. INCLUDED INTI us CERTIFICATION EXCEPT AS EXPRESSLY PROVIDED HEREIN, 8 _ NO ADDITIONAL CERTIFICATIONS OR AfTIRMATIONS ARE INTENDED. c �//L F•� 14.THE$YSTEM DETAILED HEREIN 1$GENERIC AND DOES NOT PROVIDE �+4 IE,DOWN CLII�j�.DIRECTIVE EXAMPLE INFORMATION FOR A SPECIFIC SITE FOR S.[TECONDITIONSDIFFERENTFROM --` THE.CONDITIbN.S DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED g 4 (THEF91. WING EXAMPLE ILWSTRATES THE PROCEDURE I1SED TO OtTERFHNE THE MAXJNUM ALLOWABIL YlIND PRESSURE FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TU'THE ARCHITECT ShIALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN DIMENSIdN RE5'IRI&ONS LISTED HEREIN.SEF.SHEETS 2&3 FOR TIE-DOWN SCHEDULES:) CONIIINCfION WITH THIS DOCUMENT. NiECNANICAI UNIT CRITERIA: •• ••• • • • • • •• 15.WATER-TIGHTNESS OF EXISTING t105Y SUBSTRATE SHALL BE THE FILIAL • • • • • • • • • RESPONSIBILITY OF THF.INSTALLING CONTRACTOR.CONTRACTOR-SHAD. " ' CO,NSIOERTHE INSTALLATION OF(11 MECHANICAL UNIT WITH THE FOLLOWING CRITERIA-' • 'ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE 19 -9 36°TALL x36"'f1EEP X29'WIDE,iSD.LB WEIGHT AS VEIUFIED BY OTHERS,INSTALLED'N 3192 KSI MIN.FONCRETFF,4 GRAMS V:RLFIID Ba:I:RS.•• RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED . • • • • • • • • • _ HEREIN HIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY p 3033 P.R0CEDURE: _ WATERPROOFING'OR i EAKAGE.ISSUES WHICH MAY OCC„UR,AS '•'•"�' —•-'-_.. • .. LQR'FiC11LfWJitLFDYW+00 P.E. . PROCEDURE step.'”`.... .... R UL —� � � � WATER-T1GH'INESS SHALL BE THE FULL RESPONSIBIL27Y OF�THE INSTALLING x _ ,.._.__ CDNSIDERI STEEL CLIP CONTRACTOR. Y P. 3- LOCATE'fHE AT GRADE TIE GOWN SCHEOUI bN SHEET 2 AND SELECT CLIP TYPE -.-._. --- - 36 IC3G 9FT' -BM aoai � 2.'. ., --,.DETERMINE-LARGEST TAG@ ARFA.OF MECHANICAL UNI BE.INSTALLEb ... ... .._. .,.., - 6CnLEe R.TS:• O;l "- - UkI7 HEIGHT IS 36'MM 15 LE'a9 THAN THE MAXIMUM ALLOWABLL HEIGHT OFF 48" �NI!Tt . 3 CHECK MAXIMU UNR.HE[GN7 RESTRICTION �D�- T u ' +- q L fEK!FUNIMUM'UNIT WIDTH RES ON- 9 Y Ib E�UI�ICE T - F UF:1 LOWABL€.W.TDTR UT•'.Ga" �]TTy}6�I �T S, DETERFBNE THE NUMBER OF CURS TO BE USED AT EACH CORNER Of:HEMECHANICAL UN y-cMtoER-"(i)�LIvA9Et�EifCOiNER,7RSTpZT.�fO Z1fJ-`�-EfE SUB TE • • • • CONCLUSION:MAXIMUM ALLOWABLE LATERAL DESRJN PRESSURE- RED •• '• • • • • • • • • - �� • •• (CDMPARE)IfS VALUE 70111E SEPARATE 517E SPECfFYO REQUIRED DESIGN WIHDPRESSUREPAifYCiO.BY Ai IC'EI`J$E0C•I�+�IF�R��EtifSTERFI.I�RT`'IRfECt:O�INCLUDEfI IN TNlS CERRFR31tt" .. ... . • • • • • • • • • • ("STEEL CLIP TIE-DOWN SCHEDULE AT GRADE INSTALLATIONS: _ — – -- . - - MAXIMUM ALLOWABLE LATERAL WIND PRESSURE(ANCHOR TO HOST STRUCTURE) - - - - ..._ _ ..._ .. _.. .. 1 CLIF>AT EACH CORNER TOTAL OF4CLIPSPERUNITJ_ 2j CLIPS AT EACH CORNER(TOTAL OFBCUpS PER UNI MAXIMUM SURFACE UNIT ,. .--.. _._U. - —_ ) .. LARGES UNITS ACE UNIT WIDTH - _ - 6HEETMETAL �. SHEET METAL WOOD SCRFW TO HEIGHT6HEET METAL 9GREW SHEET`MEl'Al6GREW WOQ[)SCREW TO TAPCON TO ' LARGEST FACE TAPCON TO CONCRETE SCREW TO _ TO ALUMINUM TO STEEL WOOD CONCRETE LUMINUM I-SCNEW(O STEEL WOOD - qR+' 91 PST' 91 PSF 8 PSF 81 PSF"" "' 100 PSF I A100 PSF {{ 1Q0 PSF _ . 100 S �\ .. .__ G '1 FbTI _— _ S PS, 0 S _1 P _ 61 PSF ICJ SF. 100 P .C_. JO 6`:- -. - Ft .. .. 44 040 C., OPS ::. ,. '.40 PSF 77 PSF" " 30 PSF 30PSF'' _"' _30 PSF ' '' 30 PSF 60 PSF -_-56 PSF__ -38.p6f -' �B PSF - - j A U q U . .. _ ul W T,.a 16 FT' - 22 PSF 22 PSF 22 PSF 22 PSF 43 PSF _,.43 PSF. 43 PSF 43 PSF IWfr- 4¢LL 20 FP 26 PSF 26 PSF .28 PSF 49 P5F_ 49 PBF ..,__ 4d p$F 47 PSF p�l N w - � 9 0 �Fj+ �� 39 PSF 39 PSF 39 PSf 37 PSF 604 MAX 45'MIN -- L m' 30 FT 33 PSF 33 PSF 33 PSF 31 PSF _Z `�' 38f1' zo 27 PSF T .,27 PSF. 2T PSf 2B.PSF :.W w,N, 1 TIE-DOWN 0.[PS SN AIL BE FASTENED.TO MECHANICAL HOUSINGUNIT WITH(3)412.SAE'GRADES SHEET METAL SCREWS..((5)-5HEETMETALSCREWSREQUIRED FURLONG CLIPS,SEE DETAILI/4,) Vl a'N 3 y 2. MECHJINI4AL HbUSING:UN]T SHALL CONFORM 70 THE FDLLOWING o UT 2A. ALUMINUM HW5l.N6 UNITS SHALL BE 6063-T5 MIDI.ALUMINUM SHEET'WITH Fty.30.KSI,0.125"MIN.THICKNESS. � �p iE � 1 2,2: STEEL HOUSING:UNITS SHALL BE'd3K51 MIN.STEEL,GRADE 33,2ZGA MIN.(t=0.0299 3. MAXIMUM ALLOWABLE WIND PRESSUP,ES FOR EACH INDIVIDUAL SUBSTRATE MAY BE:EQUIVALENTDUE TO THE LIMITING CAPACITY OF THF,I"GRP, < ! 4, A MAXIMUM ALLOWABLE VALUE OF LO0 PSF HAS BEEN UTILIZED;FOR HIGHER UEMAND.CAPACITIES CONTACT THIS ENGINEER FOA SITE-SPECIFIC ENGINEERING. ' ANCHOR SCHEDULE: _ SUBSTRATE- _ ANCHOR U' I CONCRETE: (1)•%"O CARBON STEEL RTW BUILUEX TAPCON,1'/4"FULL CMBED TO CONCRETE,7S4"MIN. Z L1 (4•'IHICKMIN 3192K51 MIN.) EDGE DI5TA,NCE,3'MEN..SPACING TO ANY AD14MNT ANCHOR. ANCHOR SCHEDULE NOTES: I-+I ---- 1. EMBEDMENT AND EDGE'DISTANCE EXCLUDES FINISHES,IF APPLICABLE. + O ALUMINUM:. (1)•!)14 SAE GRACE 5 SHEET METAL SCREW TO ALUMINUM,PROVIDE(5)PINCHES MIN' 2. ENSURE MINIMUM EOGE DISYANC.E AS IIOTED IN ANCHOR SCHEDULE. - —a .,, Z (0115'MIN.THICK;6061-T5 MIN.ALUMINUM) PAST THREAD PLANE POR SHEET METAL SCREW. _ ' STEEL: -(1)414 SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(S)PINCHES MIN.PAST rC ^y (') O (0:125'MIN.THICK,5?KSI MIN,STEEL) THREAD.PLANT FOR SHEET METAL SCREW. .TABLE LEGEND* Z (�,J-DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE.DIRECTIVE (Q ..3 _. :.. _.-- u.ti SEALED WOOD (1).414 SAE{'RADE$WOOD SCREW TO WOOD MEMBER,PROVIDE I%j.MIN THREAD (SOUTHERN Yr V. G=Q 55 OR BETTER) PENETRATION I. MIN.EDGE DISTANCE,1'MIN':END DISTANCE. L//lLliiin -DENOTES VALUES NOT APPROVED FOR USE _..____.. -- m� ..... .. �_ _ -__ a "STEEL CLIP TIE-DOWN SCHEaULE A`h+GRADE INSTALLATIONS w a o _ - MAXIMUM ALLOWABLE LATERAL WIND PRESSURE(ANCHOR TO MOST STRUCTUPE) v K :� T MAXIMUM SURFACE UNIT UNIT 1 CUP AT EACH CORNER.TOTAL OF 4(UPS PER UNI _ 2 CLIPS AT.EACtI CORNER YOTALOF B CLIPS PFR UNIT F-4 m_ S AREA OF UNITS SHEET METAL (a" HEIGHT WIDTH STREET MCTAL SCREW SHEET METAL SCREW WOOD SCREW TO. 511FET METAL WOOD SCREW TO f' LARGEST FACE 5f,RFW TO ' 1'O ALUMINUM TO STEER: WOOD AWMIHUM SCREW TO STEEL WOOD —_ ._............... m q�a _100 65F 100 PSF 100 PSF_ ;IQd P5F TUU PSF 100 P5F '6 GFT' 100 P5F 100 PSF 100 PSF 100 PEP IOD PST _ 100 PSF 40 MAX 24"MIN 67 PST 67 PSF 10d PST, ICD PSF 300 P5F _ 12 -50 PSF 50 PSF so PSF 99 PST, 99 P5F 90 PSF 1BPPl0 PSF � 38 PSF 3B FSF ; 79(SF 74 PTF 74 P5F :_.._ ....... ._...__ ..—_ �p 20 F7' _41 PSF _ 41 PSF 43.PSF ^80 P5F 60 PSF BO PSF y6, 25 33 PSE 33 PSF _ 33 P5F G4 PSC 64 PSP 64 PSF 60=—B - —"— _ __ 77 PSF 27 P5F 27 P5F 53 PSF 53 PSF _ _ 53 PSF Gf .... :.... .. T' . 44 PST I 7 aff :1. 71E-UUWN CLIPS SHALL BE FASTENED TD MECHANICAL HOUSING UNIT WITH(3j-02 SAE GRADES SHEET METAL SCREWS. J @g 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING:- z 1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 41N ALUMINUM SHEET WITH Fty=36 KSI,0.125"MIN:THICKNESS. 2.21 STEEL HOUSING UNITS SHALL BE 13KSI WN.MITI.,GRADE 33;12GA MIN(t=0.02994): •• ••0. • •. • • • •• - 6 3. A MAXIMUM ALLOWABLE VALUE OF'1QO-eSf HAS BEEN UTIUZED;'FOR HIGHER DEMAND CAPACBYIE5 CONTACTiHIWIGVEE%FOP• • • • 1' t 511E-SPECIFIC ENGIN�R1Nt4a • - • •• • • • •' • _ � 9 �. ' ••• ••• ••• ••• • f •1• - fd'YN�11fAWNL6FNU4fp PE :' i ANCHOR SCHEDULE: --_ UB$TRA`fE ---- ANCHOR -" ANCHOR SCHEDULE NOTES: ]1: BMP=0001 ALUMINUM[ (2)-414 SAE GRADES SHEET METAL SCREW TO ALUMINUM,PROVIDE(S)PINCHES MIN.PAST L, EMBEDMENT RANO EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE, 2, ENSURE MINIMUM EDGE OISTANCE AS NOTED IN ANCHOR SCHEDULE. PAGESCAMO Rus. O1 ,.. (0.125"MiN.TI IIeK,6061 T6 MIN:ALUMtIVUM) THREAD PLANE FOR SHEET METAL SCREW. • PAGE oescalaitow I STEEL (2)$14 SAE GRADE 5 SHEET METAL SCREWTO STEEL.P&DVIDE(5)PDiCKbS MW.PJ#T • • • • . (0.125"MIN.THICK,33 KSI MIN.STEEL) THREAD PLANE FOR SHEET METAL SCREW.• • • •_ 'IKSLkK G.WiU:• + SEALED WOOD, MIN THICKNESST (2)414 SAP GRADES WOOD SCREW Tb 5V00 MRER�ggOYII 1S'RlN.THREAD* • • - /u�)��) C' ' (SOUTHERN YELLOW RINE,G=055 ORBETTER)PENETRATION 1 MIN.EDGE:DISTANCE,.1".MIN.. ODIt�)#7CE, • • :IEN:TES VALUES NOT APPROVED FOR USE • 0 ...... ..._ ... .. .. ..._..�R,liYlyLT'.'DENIIMOD➢E. ....,..... 1, 1"STEEL CLIP TIP-DOWN SCHEpULE ROOF TOP MOUNTED INSTILLATIONS NN ...... ._._ .._. .. WI D PRESSURE( OR TO HOST STRUCTUR)AMMUM ALLOWABLE R L . - rye .....__... 7 CLIP AT EACH COANCR TOTAL.OF 4 CLIPS PER UNIT 2 CLIPS AT EACH CORNER P-OTAL OF B CLIPS MAXIMUM SURFACE . _... TZ UNIT - A'OIF.RWFTOP INSTALLAROPSSNALL[ONFORN 1110. 1 AREA OF UNITS INIII`'V1'IOTII SHEET METAL IO FLwuOA aunan'l.mOEs9rnONlso9 Itl HEIGHT SHEET METALSGREW SHEET METAL SCREW TAPCON TO SHEET METAL. (a+vn LARGEST FACE TA POON.TOCONCRETE SCREW TO zszz riu frnlzl wlurN aEOUJRFs rNAr ROOF f f TOALUMINUM T04 EL CONCRETE SCREW TO STEEL NouvtdRaltZNaNrCALwdnsTIFMOUNTFOON .JI d� COA09aArSEDAHlWHUN O 1NGJtOTa1AE7HE .. q.FFs - - 62 PSF _ _ 81 PSK_ 62 PSF - 100 P6F 100 PSF _700pST AOOFSURFAC$ORWHEFERI)OrfhOJ4J)LRIAlS-- -ST ......_.._— -_ TM1R andstn -Z .. 6FT• .. 41,PSF .Y.: 41 PSF.; 41 PSF �'.: 77 PSF __... ..__77 PSC. LL 77 PSF eCviRHev YU➢Marr 1=11 x A._..N,' ��+:ff 1 1MAX 24"MIN 2TpSF 51 PSF STPSFJRasnrlNAc�EANITAJRCN iYEMi,Al2.FP ..� '� / / ' .'.3B PI>F 38 PSFCOnE1V orArorrttsAfas,a2seweEHEar,AiriyvR.MAJNTowce 0A TH2 flO0rJAG 5n'IEFI AWCVRD' <24 PSF 2B PSF. ca o—vTvr1Imgo wm(TNJsnasfsNSNAu. Z="'33 PSF 33 PBFNAV[sEPAMTC00C-mATION,•�x)Af4NA Q >U7NrRIIYAND 5 OUTSIOC nIE SCO➢a•TRM2p PSF 2p PSFcERnFlCanoN, - U Q u_z a A . OFT' 00'MAX 48't41N / ' z Xgym, w g -W-L NWx S 1. TIE-DOWN CLIPS SHALL BE FASTENED TO FIELHANICAI:HOUSING UNIT WITH(3)-#12 SAE GRADE 5 SHEET METAL SCREWS.((S)-SHEET METAL SCREWS REQUIRED FOR LONG CLIPS SEE DETAIL41/4 J t, !.� 1� TT-- Y f1 -N C Y 1. MECHANICAL HOUSING UNIT SHALL CONFORM 70 THE FOLLOWING- ADDITIONAL ALLOWABLE.UPLIFT:.7,0 LBS/CLIP J o W°= Z 2.1. ALUMINUM HOUSING,UNITS.SHALL BE 6063-T6 M1N..ALUMINUM SHEET WITH-Fty-30 KSI,0.125°MIN.THICKNESS. 2.2, STEEL HOUSING UNITS SHALL BE 33KSI 141W STEEL,GRADE 33;22GA MIM:(E-0.0299'), (DESIGN TABLE ACCOMMODATES MAX 90LB/CI IP AS ADDITIONAL UPLIFT IN � d 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE-EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE 1"CUP, COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL. __ ; A MAXIMUM ALLOWABLE VALUE OF 109 PSF HAS BEEN UTILIZED;FOR HIGHER DEMAND CAPACITIES CONTACTTHM ENGINEER FOR SITE-SPECIFIC FORCES SEE ASEE 7-10 SECTION 29.5 FOR MORE INFORMATION.) I i ENGINEERING. .: _.._ ANCHOR SCHEDULE, eLLOWABLEER UP NUM1LIFT PE0.UNIT IS BASED ON THE OF CLIPS UTILIZED X 90LB/CLIP U I SUBSTRATE ANCHOR -.--- _ EXAMPLE! 4CLIPSx 90 LB/CLIP =3601-8 ..Z a CONCRETE (1)•M 18 CARBON STEEL ITW BUILOEX TAPCON 35' FULL EMBED TO WNCRETE 2i�MIM.- 1-1 ' (4'1H1CK MIN'3742K5[MIN.) EDGE DISTANCE 3'MIN SPACING TD ANY hOSACENTANCHOR' - (REQUIRED UMIFT DEMAND SHALL BE NU..M' -GRA _..___ .. ..-.—_..._. _.._ ... DNA SITESPECIFICBASIS SYLICEN5ED ENGINEER ALUMINUM. (1}714 SAE GRADE 5 SHEET METAL SCREW TO W,ALUMINIJM,PROVIDE(5)PINCHES MIN. ) ' OR REGISTERED ARCINTECT/NDTINCCUOEO IN T/fT5 � ^' 3 � ! (0.138"MIN THICK,6081-TG M1N,ALUMINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. CERTIFICATION) - m,rT a a ' ..,._.-__..—.._ -__ ___ O ' STEEL! (1)-p 14 SAE GRADE 5 SHEET METAL SCREW TO STEEL,PROVIDE(5).PINCHES MIN.PAST .�z m (0.115'MIN'DBCK,33 kSI MIN,STEEL) THREAD PLANE FOR SHEET'METAL SCREW ' TABLE LEGEND,, "O -, µcu ' -DENOTES VALUESid I. EMBFOMF.NT AND EDGE DISTANCE EXCLUDES FINISHES.IFAPPLICANLF t!!/!/J!//E NOT APPROVEFOR USE F v+K 'W 7 ENSURE MINIMUM EDGE DISTANCEAS NOTED IN.ANCHORSCHEDUI E 2"STEEL CLIP TIE DOWN SCHEDULE ROOF=TOP MOUNTED INSTALLATIONS:: w n a I _ ---- .. ----- Mi+X1MUM. LLOWABLE LATERAL WIND PRESSURE CtfOR TO HOSTSTRUCIUR e (1)CLIP EACH CORNER (2)CLIPS AT EACH CORNER - "--'- TAL OF 4 CLIPS PER UNIT) (TOTAL OF 8 CLIPS PER UNIT) H0 c!RCN!➢tNSrnrLlnoNs s NtL cVNJORrd, 3 MAXIMUM SURFACE —_. .._.._.___._ -.._. ___.__._. _ TORO,A/aIBWLPING CODESECROM]509(Ah4, a UNIT UNIT _ tsu ron Nv"zJ WNrcH AEQvfrtEs rHArhooF c^ LARGEST HEIGHT WIDTH SHEET METAL HOUNiI;n HEodANJuilriJTs sEFJPVNien av G t $ SHEET METAL SCREW SHEET METAL SCREW SHEETMETALSTEEL LARGEST FACE SCREW TO nmas aArccna rox.'mbJOrRlnatES AEOYExHE xIT TO ALUMINUi4 dO STEEL SCREW TO STEELm i ALUMINUMRba°sV4FACf 4RWJIEAE;.unla00rM/G M1NrERMIs 6 - 100 PSF 100 PSF 100 PSF 100 P5F PxTnvO eENEnrH nr[ONIiMlsiP r I x _.._. E4Wl➢TIENiSURYORTS PRUVIGJN4AN1NfNUH Il 15 6.FT" 84 PSF 84 PSF 100 PSF 100 PSF AANEEMHEJnNN� Ar.S&wd E w(tNJ .�_ .. . - 9 FT' 48"MAX 14 MIN _ 56 PSF 56 PSF 100 PSF 100 PSF q7T) 9 s 0E- Eau.n Nc gill [(x W,YO AER/dITREYAJRS,RAN.AfFF,fNi AN(UOR 12 FT. 42 PSF 42 PSF p2PSF 82 PST NNNJENAIA.EOF INF AOCYffttd�,YS'11-11 ANrL')m.B _ Ns 16 FT' vR svRM,nrurluzly lYlrH nnsnEs,prsww. E _ 31 PSF 31 PSF GS PSF '61 PSF 11IM4117YAW FS OUNrMTHE4;E-F Of, lip aEA ,. YU FT` 34 PSF' —�34 PSF_. 67 PSF _—61 PS MttOA1T1'AND 150UTSJOETNESrXL°F Of TM p8 1 25 FT.' 27 PSF 27 PSF 53 PSF 53 PS aERnFIUxMN eP"MAX 48 MIN / /• 44.PSF_ 44 PSF 1I11 BB FT' _37 PSF_._ 37 FEF 'B 1 TIE-bOWN CLIPS SHALL BE FASTENED TO I•(ECHANfeAL HOUSINGUNST WITH(,1)442 SAE GRADES SHEET METALSCREWS. ADDITIONAL ALLOWABLE,UPLIFT .70 LBSICLIP 2. MECMAN3CALHOUSING'LNITSHAt.L.CONFOPMTOTliE FOLLOWING, •• 090 • • • • • •• " -- ....__.... 2.1. ALUMINU HOUSING UNITS SHALL NE GD63-TG MIN.ALUMINUM SHEET VdTH;Ftys30 KS`0.1*'I'(Yd.TVICKVSS, • • (DESIGN TARLE AGCOMMOOATES MAX 90L6/CLIP AS ADDITIONAL UPLIFT IN 22. STEEL HOUSWG UNITS SHALL BE.33KS1"MIN.STEEL,GRADE 33,22GAMIJI([0.97.99") Cbl•1BINATION WITH UPLIFT CAUSED B1'()VERTURN1Nfe FROM LATERAL P4 3. A MAXIMUM ALLOWABLE VALUE OF TOO PSF HAS BEEN 11T)L12E[li F00.HIGHER NAND CSP ITi�$ ITA Ttt EI 1 jj1R Fi t• FORCES SEE ASCE 7.10 SECTION 29.5 FOR MORE INFORMATION.) rd p 3 SITE-SPECIFIC ENGINEERING. • • • • • • • • • TFLLOWASL UPLIFT PER UNIT S BASED IE NUMBC � R OF CLIPS UTI 12CPx 90LD/CLOIP a ' ANCHORSCHEDULE:. .._ .. .... ...... ..• - .. . .. •_... ..... .... ... .._. .. .... .. - ----"-----"_'"' tKAMPLE.4 CLIPS x 90 LB/CLIP =3601-0 1K'1'ANInTRVtlt1:CEN0R0?95." -� _ SUBSTwLT> _ ANCHOR _ 11-BMP-0001 I. @ AWMIMUW (2)-414 SAE GMADE 5SHEET METAL SCREW TOALUMINUM,PROVIDE(5)PINCHES MIN. ON UPLIFT DEMAND SFMCESEDETERMINED SCALE, N.TS. 01 f ON A SItE SPECIFIC$ASIS SY LICENSED ENGINEER f (0:125"MIN.THICK,8061.76 MIN.ALUMINUM PAST THREAD PLANE FOR SHE METALS PAGe DeSCR/PT70Nr -_. ••• --- • y OR REGISTERED ARCHITf4T,•NUTIAY(UDED IN TNIS ) !: STEELS ,(2)•FIA SAE GRADE S-SHEh-;ME'I�L SCR�tV TO STEEL,PR*DW Pjpll'HES E1?�!..P/`ST • • CERTIFICATION) (0.125•MIN.THICK,33 KSI MIN.STEEL) THREADPLANEFOR SHEET t�TAL SCREI • '-' _—.__.___�.0 7AB1-F LEGEND, o*� 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE:, •• • • • • • • • • • �/j� _ 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. • •• • • • • • • • y//(((�(/d'UENU7E5 VALUES NOT APPROVED FOR USE 00 f 'FOR ANY CLIP LONGER THAN 10" LLsaP �' E UTILIZE(5)412 SAE GRADES SHEET METAL SCREWS(PROVIDE' 2-MIN.SHEET METALSCROWSAt, - MECHANICAL UNIT BY OI HERS ALUMINUM - - - �t : l4 THE TOP OF THE CLIP)TIP. HOUSING UNITS SHALL BE 60G3 T6 MiN S t "— T' - ALUMINUM SHEET WITH Fty=30 KSI,0.125"MIN. S 0.19• KNES STEELJI SING UNITS HAL ' TP, n `�u HIC33KSI MIN.STEEL,GRADE 33 22GA M N (3)-#12 SAE GRADE 5 SHEET METAL ,A, T � U SCREWS THROUGH CLIP TO ¢ ��� - - .7 A MECHANICAL HOUSING UNIT BY i" ,�r �(%j 7 B'THICK b / 99 0.06 f a_ ._ �T'/ /- Ef- FRS bP0 _.5 h MI1, r- (�A PASTT}TREAD PLANE F,OR EACH �'IL �q1'1 S ;... Vl 1N U .. ., .. M5 lYP °oo Q(j 0 06H THICK ASTPt—LI" `W I,. J -9.19. .T H R A283 STEL-CLfP,TYR. // f. fZ/Op'[L j¢U¢'t w e .4 41 BASE OF UNIT SHALL /✓ �.% ANCHOR PER ANCHOR SCHEDHLE .,LI 4 W LL BE FLUSH WITH BASE 31� .-7 NQ,o W $' i 'v Y OF CLIP,NO.SPACE L PERMITTED,TYP. -(3)4#12 SAE GRADE S•"-"'- �.� SHEET META LI SCREWS ( Ij"0 HOLE,WITH. (OTHER ( / � �; ,gyp 3 AT TOP OF SLOT,TYP., ANCHOR FROM 1° DIMENSIONS /' •+!]a I ` .-✓ CLIP ANCHOR SUBSTRATE PER ANCHOR. d 0.75 �' ,r SCHEDULE,TYP. S[MILARJ [ // _SCHEDULE(VARIES) l 0.375' �• 1" TIE-DOWN CLIP Cj 36•x! �� �ANCHOR DETAIL z 1 1" CLIP ISOMETRIC DETAIL 4 3"=r-0' DETAIL U i N T;S; .. 3SOMET1tIC J r}. CLIP 19 DESIGNED FOS FULL ; r CONTACT WITH:THEBASE OF EACII O-m MECHANICAL UNIT TYP z 0.125• MECHANICAL UNIT BY OTHERS.ALUMINUM HOUSING UNITS:SHALL 8E-6063 T6 MIN, ALUMINUM SHEET WITH Fty 30 KSI,0.125 MIN THICKNESS,STEEL HOUSING UNITS SHALL BE (3)#12 SAE GRADE 5 SHEET METAL '�•a tj o 0.113"11HICK 33KSI MIN,STEEL,GRADE-33,22GA MIN. STREWS THROUGH CLIP TO -.z � 4 ASTM 083 - (tm0.6299"). MECHANICAL HOUSING UNIT BY a-4 'STEEL,TY P. 111111 - _ OTHERS.PROVIDE(5)PINCHES MIN. , PAST THREAD PLANE FOR EACH SMS,TYP. m 115 VVV/// 0,113-k THICK ASTM A293 STEEL CLIP,TYP. Ifl37#12 SAE GRADE BASF.OF UNI T SHALL._ ( / `-' VVJJ (S ! (2)ANCHORS PER ANCHOR B 6'pp 5,SHEET METAL 6EFLUSH WITH BASE. \' '�" �� <s / .... 3/8 SCHEDULE p. i 'a SCREWS AT TOP OF OF CLIP,NO SPACE q./ •+ SLOT TYP. PERMITTED, k"O HOLES:NOT TO //// i�! �m Qgp BE USED FOR /// �/ r ANCHORS,TYP, SUBSTRATE PER A19CHOR Q ✓ •• ••• • • • • • •• f l 1. /✓ ,... SCHEDULE(VARIES) 5g .375" • • ••• • • • • • wR2 '00. •• •ii•i •• 2"TIE-DOWN CLIP g ` _ •• ... . .. a. ANCHORDETAILSo, }�oso' — 11 BMP=000Y i . ~� SGLE. N.TA, Dl f FACTORY-MILLEDA14(jHRE FROM S; IS ppca oascruprfoB, t U71LiXk ANOHOftS FROM,3"" y � ••• • • • • CUP IS DESIGNED.FOR FULL L".L]P ANCHOR SCHEDULE,Tn. CONTACT WITH THE BASE OF EACH - • • • • • • • • • • MECHANICAL UNIT,TYP, � i B.SD• �2" CLIP ISOMtl 'COk"TICh.. • ••• : : age 0ISD • • • I