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MC-18-2188�stjOs L,� Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 �ORTO Project Address 9140 NE 8 Avenue Number: 3H Miami Shores, FL Permit No. C-8-18-2188 tPermit Type: Mechanical - Commercial er Work Classification.• A/C Replacement Permit Status: APPROVED issue oate:8/23/2018 1 Expiration:02/19/2019 Parcel Number 1132060440340 Block: Lot: Applicant SUSANA LOOR Owner Information Address Phone Cell SUSANA LOOR 55 NW 85 Street MIAMI FL 33150- 55 NW 85 Street MIAMI FL 33150- Contractor(s) Phone Cell Phone BEST AIR SOLUTIONS (786)251-5463 Tons: 2 Additional Info: A/C REPLACEMENT EXACT CHANGE OUT Classification: Commercial roved: In Review e Denied: nning: 3 Fees Due Amount CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $112.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $131.40 Valuation: $ 3,200.00 Total Sq Feet: 0 Date Approved:: In Review Type of Work: A/C REPLACEMENT EXACT CHANGE Pay Date Pay Type Amt Paid Amt Due I Invoice # MC-8-18-68580 08/17/2018 Check #: 007357 $ 50.00 $ 81.40 08/23/2018 Check #: 007390 $ 81.40 $ 0.00 Available Inspections: Inspection Type: Final Review Mechanical In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. August 23, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date 'ding Department Copy 23, 2018 0�k �t r\0 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village RECEIVE Building Department AUG 17 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 60 FBC 201:4 Master Permit No. M C Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING RdMECHANICAL ❑PUBLICWORKS [:]CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: y/ yv Iti�c a D au t 14 City: Miami Shores County: Miami Dade Zip: 33/ Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address:: 9 / /�l0 A '1'e ? ✓e City: /u -i_ c lM 'q A-Q f-t'6 State: Tenant/Lessee Name: /00 rL Phone#: 3©5-- 9W 990 9 one#: p: 33/ 3,f Email: Q CONTRACTOR: Company Name: {D %� �' �� hA Phone#: 3DS" z23 ` 16 98 Address: 6 2-L- h 4u 4 v City: ©�-'- / /) state: � Qualifier Name: /`� a L-e.2 ! /L �c��� State Certification or Registration #: �, AC (R (y 6 5 Ll DESIGNER: Architect/Engineer: Zip: 33/.� 2 Phone#: Y-E ` Z ?-1 - S y6 3 Certificate of Competency #: Address: City: State Value of Work for this Permit: $ �2 Qi , �� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑Alteration ❑ New 14 Repair/Replace p Description of Work: KIC 6� e-a (A c P L,n a K1 4 ( le,l AG4 QLG , ,,o fry i Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ 1 � ! r/� Radon Fee $ 2' - Training/Education Fee $ CCF S Zip: ❑ Demolition CO/CC $ DBPR $ 2 C� Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lenders Address City State Zip Zi 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 i' Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 v`5 A P 4 �- 00 ►2 who,is- ersonally kn o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrdment was acknowledged before me this 1tD�� p day of 20 1 by O�c etahNLSD o is personally known to me or who has produced as identification and who did take an oath. NOTARY P L118� Sign: r " " " Sign: Print: Print: C OW 0% Seal: ,p 4• Notary Public State of Florida Lazaro G Ismael Seal: My Commission GG 237447 Expires07/1112022 :p ] ora Notary Public State of Florida Lazaro G Ismael My Ex Commission GG 237447 p ires 07/11/2022 APPROVED BY v M Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. �� a ' 1 Job Address w rk is being done): 01 k o O AIJ e- City: Miami Shores Village County: Miami Dade Zip Code: 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 [jS NO ❑ Contract Attached: YES UNIT BEING REPLACED DATA NEW UNIT prate '& q MANUFACTURER 1 (LA 00 Q. AHU or PKG. UNIT MODEL # i M AA q A Z i tL( COND. UNIT MODEL# 7 (40 2L4. vJ KW HEAT 1{ (k) ' q- -T 0 u.) NOM TONS 2 AHU CU PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT 1 C( EER/SEER Y 0 REPLACING DUCTS YES 0 E NO REPLACING THERMOSTAT S NO E NO NEW 4"CONCRETE SLABS J((fE NO YES NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): S 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3 O A -L P - 3. Voltage of Circuit (208/240/480) i 4. Size Disconnecting Means: 0 'L.- -_ P Contractor's Company Name: Q) C'SA > i : a `J tU A t a -')S Phone: $ (P 2 5 1 5 43 State Certificate or Regis Lion No. C )!�)C l'61 t6(PSq Certificate of Competency No. Signature r Date: 06(, t 4 (Qu ifi signature) (Revised02/24/2014) 8/17/2018 Property Search Application - Miami -Dade County PERTY APPRAISER OFFICE OF THE Pflia"" ,M Summary Report Property Information Folio: 11-3206-044-0340 Property Address: 9140 NE 8 AVE UNIT: 3H Miami Shores, FL 33138-3243 Owner SUSANA LOOR Mailing Address 55 NW 85 ST MIAMI, FL 33150 USA PA Primary Zone 5000 HOTELS & MOTELS - GENERAL Primary Land Use 0407 RESIDENTIAL - TOTAL VALUE CONDOMINIUM - RESIDENTIAL Beds/Baths/Half 0/0/0 Floors 0 Living Units 0 Actual Area Sq.Ft Living Area 685 Sq.Ft Adjusted Area 685 Sq.Ft Lot Size 0 Sq.Ft Year Built 1949 Assessment Information Year Land Value 2018 $0 2017 $0 2016 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $101,283 $101,283 $92,075 Assessed Value $92,178 $83,799 $76,181 Benefits Information Benefit Type 2018 20171 2016 Non -Homestead JAssessment Reduction $9,105 $17,484 $15,894 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On : 8/17/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value $92,178 $83,799 $76,181 School Board Exemption Value $0 $0 $0 Taxable Value $101,283 $101,283 $92,075 City Exemption Value $0 $0 $0 Taxable Value $92,178 $83,799 $76,181 Regional Exemption Value $0 $0 $0 Taxable Value $92,178 $83,799 $76,181 Sales Information Previous Price OR Book- E Qualification Description Sale Page 03/07/2013 $85,500 28538 Qual by exam of deed 2990 04/01/2004 $76,000 22270 Sales which are qualified 0818 02/01/1997 $0 00000- Sales which are disqualified as a result of 00000 examination of the deed 10/01/1980 $36,000 10918- Sales which are qualified 1486 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version 8/17/2018 Detail by Entity Name De nment c?F Statr / Di✓inn of t,ca=tions / Search Records / Det- i1_By Datiument Number / Detail by Entity Name Florida Not For Profit Corporation SHORES PLAZA EAST CONDOMINIUM, INC. Filing Information Document Number 726432 FEI/EIN Number 59-0597536 Date Filed 05/17/1973 State FL Status ACTIVE Principal Address 745 N.E. 91ST ST MIAMI SHORES, FL 33138 Changed: 04/26/2012 Mailing Address 745 N.E. 91ST ST MIAMI SHORES, FL 33138 Changed: 04/26/2012 Registered Agent Name & Address ZARAGOZA, OSCAR 745 NE 91ST ST MIAMI SHORES, FL 33138 Name Changed: 04/26/2012 Address Changed: 04/26/2012 Officer/Director Detail Name & Address Title PD DE ROJAS, JORGE 9140 NE 8TH AVE, APT 4H MIAMI SHORES, FL 33138 Title VD I TALAVERA. CARLOS http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetai I?i nqui rytype=EntityN ame&directionType= Initial&searchN ameOrder=SH OR ESPLAZAE... 1/3 7!e S" Alaga E4at eoa4wa t.4adaetat . lice. 745 North East 91 sc Street Miami Shores, FL 33138 305-759-9069/ -- E-MAIL spel23@att.net August 15, 2018 Miami Shores Village Building Dept. 10050 NE 2"d Avenue Miami Shores, FL 33138 Dear Sir / Madam, This letter will serve as your confirmation, that "Best Air Solutions" has been contracted by the owner of unit 3H, at 9140 NE 8th Ave., Miami Shores, Florida, 33138, and it is fully authorized by the Board of Directors of the Shores Plaza East Condominium Asso., to install Central A/C at said unit. Should you desire any additional information, please feel free to contact our office at your earliest convenience. Sincererour V � ••,� • Pre—sident Shores Plaza East Condominium Asso. cc: file Certificate of Product Ratin AHRI Certified Reference Number: 8714903 Date : 08-10-2018 Model Status : Active AHRI Type: RCU-A-CB Outdoor Unit Brand Name: TRANE Outdoor Unit Model Number (Condenser or Single Package) : 4TTR40241_1 Indoor Unit Brand Name: TRANE Indoor Unit Model Number (Evaporator and/or Air Handler) : TMM4AOA24S21 SA 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 alleregiogs •000 • until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in reglary(s) far . • 0.0' which they meet the regional efficiency requirement. 000000 ' • �' • The manufacturer of this TRANE product is responsible for the rating of this system combination. •""� • • : 0" Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performanc2Ra*T of Unitary '.;. Air-Conditionin & Air -Source Heat Pump Equipment and subject to rating accurac b�AHRI-s onsored,`inde a ddh t rd a ` testing: 9 P1 9 Y Y P pa L� PrtY 9:i • • {fir_ (.. • ' • '� • Cooling Capacity (A2) - Single or High Stage (95F), btuh : 23600 ' ; • • • • • • ••••� SEER:14.00 �• ' �••••� :•��� EER (A2) - Single or High Stage (95F) : 12.20 7 RECEIVED AUG 171018 Q90f t"Active' Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published ratine is shown alonp_with the previous (i.e. WAS) ratina. 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 Certiflcate. 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, 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.ahridlrectory.org, click on "Verify Certificate" link we make 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. ©2018Air-Conditioning, Heating, and Refrigeration Institute I CERTIFICATE NO.: 131783802749798755 ram' BCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publication ( FaC Staff I BCIS Site Map I Links I Search b art `� usroa ct Approval Product Approval Menu > Application Detail Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL19731-RO New 2014 Approved Miami Tech, Inc. 3611 NW 74th Street Miami, FL 33147 (305) 693-7054 chris@miamitech.com Frank Bennardo frank@engexp.com Structural Components Anchors Compliance Method Evaluation Report from a Florida Registered Architect oP % Lftensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Frank L. Bernardo, P.E. PE-0046549 National Accreditation & Management Institute 12/31/2016 Keith E. Lorinos, PE Validation Checklist - Hardcopy Received FL19731 RO COI COI.odf 104.11 1707.1 Product Approval Method Method 2 Option 5 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised 02/04/2016 02/12/2016 02/14/2016 04/12/2016 07/15/2016 Summary of Products FL # Nodel, Number or Name 19731.1 Aluminum Tie -Down Clips 1' Wide Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: � Description -- -- ----------- { Aluminum Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Installation Instructions " FL19731 RO II Alum DWo.Odf Verified By: Frank Bennardo, P.E. PE-0046549 Created by Independent Third Party: Yes Evaluation Reports FL19731 RO AE Evai.Ddf Created by Independent Third Party: Yes 19731.2 Steel Tie -Down Clips 1' Wide Steel Tie -Down Clip System (For Use with Mechanical Units i t at Roof or Grade) Limits of Use :Installation Instructions Approved for use in HVHZ: Yes FL19731 RO II Steel Dwa.Ddf Approved for use outside HVHZ: Yes Verified By: Frank Bernardo, P.E. PE-0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL19731 RO AE Eval. Ddf 0090 Created by Independent Thirtl Part?: Yes • • • • • • • •••••• •• • • • •••• •••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • • • The State of Florida Is an AA/EEO employer. Coovrlaht 2007-2013 State of Florida.:: Privacy Statement :: Access i tQ ;;Lent :: RefundtStatement s a • • • 4 S� w o Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a prhliwWW#os request, do rpt send electronic • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please conlbct 890.497.1395. 'Pursuant to Section • 455.27S(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Delfartment %Mth an emell addrryss If the • one. The emails provided may be used for official communication with the licensee. However email addresses are supply • • • • -_ pu Ic record. If you doMi•T•isr b supply a personal address, please provide the Department with an email address which can be made available to the public. To dgermieityou are *licensee under Chapter a 455, F.S., please dick here . 00 • 0 • • • • • • • Product Approval Accepts: • ® a • • • • • • • e^tecl Credit Card Safe miami tech inc. Installation Instructions for Ground / Concrete Slab Mount Tie -Down Kits Kit Numbers FLI4CUTD6KG (Steel Tie Down Clips) FLI4CUTD8KG (Steel Tie Down Clips) FLI4CUTDA6KG (Aluminum Tie Down Clips) FLI4CUTDA8KG (Aluminum Tie Down Clips) 1) Carefully review the included installation drawings before proceeding to anchor the condensing unit. If installing steel tie -down clips, please refer to the Mechanical Unit.... Steel Tie -Down Clip engineering drawing dated 2/11/2016. If installing zlurrlitWm tie — down clips, please refer to the Mechanical Unit Aluminum Tie -Down Clip enjineeririg'.' • drawing dated 2/11/2016. The tie -down kits must be installed per the inCI�d I •� • installation drawings and the following instructions to maintain certificaNam-of the tie- . • down method. 00000 ...... ' ' • • • • 2) Center the condensing unit on the concrete slab built with the minimu"dVppnsions as** illustrated in the included installation drawings. Use the appropriate drewing:for the ..... condensing unit being installed. ** • . 3) Using the bottom part of the tie down clip to rest on the concrete slab, attach the four (4) tie -down clips included in the kit with the appropriate quantity of #10 stainless steel 410 self -drilling screws. For 6" tie -down clips, use four (4) #10 stainless steel 410 self - drilling screws per each tie -down clip. For 8" tie -down clips, use eight (8) #10 stainless steel 410 self -drilling screws per each tie -down clip. 4) Drill a 2" deep pilot hole for the %" stainless steel 410 Elco Ultracon screw through the hole of the bottom part of the tie down clip. These holes must be at least 2.5" inches from the edge of the concrete slab. 5) Secure the tie down clip to the concrete slab with the included %" stainless steel 410 Elco Ultracon screw per each tie -down clip. i 4" LONG CLIP 1 N.T.S. FLATTENED _1 tt°va MIAMI TECH, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS STEEL TIE -DOWN CLIP nn. SIDE VIEW TYP. ALL OTHER CLIPS SIMILAR VARYING LENGTH ONLY mvo_ ° E,,. T`. ui>v • rvr.' i�er. nr. 2 6" LONG CLIP s 8" LONG CLIP 1 N.T.S. FLATTENED 1 N.T.S. FLATTENED .J un 00 00 . 00 00 00 o� or". . ••• 4 10" LONG CLIP 1 N.T.S. • I'LiTTEN90, • • nr. Z2" L LISP • 1 �f.. • • FLATTENED o • • • • • ••• • • • • ••• • • • • • • • • • • • DESIGN NOTES: �. 1. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7,f� AND THE FLORIDA BUILDING CODE 201-1 (5lh EDITION) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES, THE DESIGN CRITERIA USED TO CALCULATE THE ALLOWABLE ROOFTOP HEIGHTS CONSIDERS ASCE 7.10 SECTION 29.5.1 FOR ROOFTOP HRIGHTS (H) s00 FT AMC) SECTION 29.5 FOR ROOF TOP HRIGHTS (H)>60 FT • SECTION 29.4.1 FOR INSTALLATIONS AT GRADE, (GCr1<naa^3,30 WITHIN THE HVHZ, (Gq><"I,,,'^1,90 OUTSIDE THE HVHZ, (GG) .1.5 FOR ALL LOCATIONS (CONCURRENT). 2. ALL (YYgER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7.10 CHAPTERS 26 B 29. 3. PIE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT 'THE ALLOWABLE HEIGHT OF THE BUILDING. 4. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30" TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. 5. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N THE DESIGN OF THIS SYSTEM, 6. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORT PROJECT p1,5__6i0( BY FENESTRATION TESTING LABORATORY, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 7, STEEL CLIPS SHALL BE ASTM A653 STEEL WITH FY-33 KST OR BETTER. STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION, G90-RATED COATING REQUIRED FOR COASTAL INSTALLATIONS. GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE h ASCE 7.10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2, MAXIMUM B MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) 5HALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE. EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 3. FASTENERS TO BE Y30 X 3+" OR GREATRR STAINLESS STEEL 410 UNLESS NOTED OTHERWISE, ANCHORS REFERRED TO HEREIN SHALL BE CLCO BRAND, STAINLESS STEEL ONLY, INSTALLED TO 3000 P51 MIN CONCRETE, SEE ANCHOR TO HOST SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 4. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION, AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED 011HERWISE. S. THE CONTRACTOR IS RESPONSIBLE TO INSULATE- ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 6, ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED A INSTALLED BY OTHERS. 7. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SVPERIMPOSrD LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION, EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOGS NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT, 9. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE 15 RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR, 10. FOR AN EXPLANATION OF EXPOSURE AND RISK CATEGORIES THAT ACCOMPANY THE VUR WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7-10. m 15-2786 prJ� �=w= � WN 6" CLIPS " ly 1 3' MAX" • t� 3' MAX" \d`tAal_l8 ci CONNECTION TYPE Cl I"X6" CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT NOTE: AL5APPLI�ABLE FOR CLIP 4" LOPIG W z ALTERNATE CLIP ^/-`- LOCATION, SEE PAGE 3 DETAIL 3/3 -/ ,{6' CLIPS , 3" MAX' TYP, . • 3" MAX Mil^vl,V�t` 5 TYP. Q CONNECTION TYPE C2 C2 1"X6" CUP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT NOTE: ALSO APPLICABLE FOR CLIP 4" LONG m No �\. • - .* 1. BFNNIIICp� FB: FIA 2 D O ��. �.,• �� T ' W 6 2" CLIPS - '/ r MAX". 3 .. •..�' TYPE jq � .N .�, 3" MAX` �. OO 'NOTE: SEE ANCHOR TO HOST C3 CONNECTION TYPE C3 (J SCHEDULE FOR ALL EDGE 1"X32" CLIP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT DISTANCE TO ANCHOR NOTE;_AL50 APPLICABLE FOR CLIPS 8" 8 10" LONG SPACING LIMITATIONS. SEE PAGE 3. 6 1�__, W _� _ \ ALTERNATE CLIP "1• ` ` LOCATION, ` SEE PAGE 3 IA DETAIL 3/3 \ 12" CLIPS LI 3" MAX" (gj @ • ( '�, ,, TYP.3. r(3Nf R( •• •: •'i i i i•i '• 3" MAX otlol 6��F COMNWNI f"ppitl"Np 4 WEM" c4 CONNECTION TYPE C4 15-2786 • • • • • • • • VX12_ V • UTILIZE (2) AT EACH CORNER FOR A TOTAL OF B PE 0.-((NjZ SCAL41 N.LB. • • • N TE: L APPLICABLE FOR CLIPS 8" 8,19 LONG • • • • • • "0.0 0.0STEEL TIE -'DOWN CLIP ... . . . . ... . . 0.07 AS1 STE (4)-N10 SS 410 SE DRILLING SCREWS F( CLIPS UP TO 5' LON UTILIZE (8)410 55 4 SELF DRILLING SCREV FOR CLIPS LONGI THAN 6", T) U 'FOR ANY CLIP LONGER THAN 6" ®�({ UTILIZE (8)-d LO SS L 410 SELF DRILLING Qp 4 n SCREWS, TYP. L u � Ya"O HOLE, WITH pr0 U O ANCHOR FROM CLIP ANCHOR TO'--- HOST SCHEDULE, TYP. 1" CLIP ISOMETRIC DETAIL 3 N.T.S. ISOMETRIC ANCHOR TO HOST SCHEDULE: SUBSTRATE DESCRIPTION (1)-114"0 STAINLESS STEEL 410 ELCO CONCRETE: ULTRACON, li;" FULL 14" THICK MIN, EMBED TO CONCRETE, 2Yi 3000 PSI MIN.) MIN. EDGE DISTANCE, 3' MIN. SPACING TO ANY ADIACENT ANCHOR. (1)-*14 SAE STAINLESS ALUMINUM: STEEL SOLT 410 WITH NUT (0. 125" MIN. AND WASHER TOP 6 THICK, 6061•T6 BOTTOM SS OD 1%%" MIN, ALUMINUM) MINIMUM EDGE DISTANCE TO METAL EDGE 111-914 SAE STAINLESS STEEL: STEEL BOLT 410 WITH NUT (0.125- MIN. AND WASHER TOP B THICK, 50 KSl BOTTOM SS 00 1., Yi MIN, STEEL) MINIMUM EDGE DISTANCE TO METAL EDGE 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE, 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. ENSURE MINIMUM SPACING TO ANY AWACENT ANCHORS. 4. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. S. PROTECT ALL METALS FROM DISSIMILAR METALS GENERAL NOTE r5 MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN, ALUMINUM SHEET WITH Fty-30 KSI, 0, 125' MIN, THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A6S3 Fy-33KSI MIN. STEEL, GRADE 33, 226A MIN. j "U,VIT 0,07' THICK ASTM A653 STEEL CLIP, TYP, (4)-410 $5 410 SELF WILLING SCREWS FOR CLIPS UP TO 6" LONG. UTILIZE (8)410 SS 410 SELF DRILLING SCREWS FOR CLIPS LONGER THAN 6', PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP, ANCHOR PER ..- ANCHOR SCI ICDULE i SUBSTRATE PER ANCHOR 1'D HOST SCHEDULE ( 'T/ VARIES �RATE�% 1' (VARIES) 1" TIE -DOWN CLIP _2� ANCHOR DETAIL 9 3' = 1'-D' DETAIL CLIP IS DESIGNED FOR FULL CONTACI" WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MAX UNIT WIDTH MAX UTILIZE (2) CLIPS EA SIDE OF UNIT FOR A TOTAL OF (8) PER UNIT 3`1 MAX MECHANICAL UNIT PER SEPARATE CERTIFICATION HOST SUBSTRATE SEE ANCHOR TO HOST SCHEDULE TYP. P rnvies��,0'r.a. <<: I� F4y(� Itp••iFc _ K,k piNNAM1pO, I}F •• a•a • • • • • l •• •. .•• " MAL*MRNATE (8) CLIP DETAIL 3 N,T.S. PLAN VIEW • • • • • • • • • • • • • • • THI#$ DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC P 7TFRN F it CONNECTION TYPES THAT UTILIZE (2) • : • • C�iP5jAT FaACH.*CORNER FOR A TOTAL OF (8) CLIPS PER UNIT, • •• STEEL TIE -DOWN CLIP ... . . . . ... . • • • • • • • • • • 15-27861 ►rJ TABLE 1 PERMISSIBLE INSTALLATION HEIGHTS: Vult=175 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)-) RISK CATEGORY II IS PER ASCE 7.10 ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACEAREAOF UNIT ! UNIT Cl C2 [3 [4 UNIT'$LARGEST HEIGHT WIDTH i FACE 6 FT' 129" MAX 1 1S' MIN ' AT GRADE H 5 80 FT AT GRADE H 5 120 FT 9 FT' 136"MAX' 27'MIN ATGRADE H530 FT ATGRADE H540 Fr 4 FT' HS15- ----FT H530 FT N52.00 FT_ 6 FT' v I .,..-11 48" MAX i 36" MIN I AT CWAo IH s AO FT avri-____—, I I N/A .... ATGRADE I N/A . AT 25 FT N/A AT GRADE I NIA _ I AT 60" MAX 148" MIN .-__. -_._ _. ...._.._...__ iT/A ...... i _. N/A N/A � N/A I AT *THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES, CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICADILII OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 3 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE C {FOR USE WITH A RISK CATEGORY 11 STRUCTURE' RISK CATEGORY II IS PER ASCE 7.10 M.LOWABLE ROOF-TUP HEIGHT (H) TABLE 2 PERMISSIBLE INSTALLATION HEIGHTS: Vult=175 MPH, (FOR USE WITH A RISK CATEGORY It STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE (HVfl21') RISK CATEGORY II 15 PER ASCE 7.10`---- - ----- --- ALLOWABLE ROOF -TOP HEIGHT (H) _ TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACEAREAOF UNIT UNIT UNIT'S LARGEST HEIGHT WIDTH Cl C2 C3 CA FACE 6 FT' 29"MAX 15"MII4 ATGRADE H530 FT ATGRADE HF60FT 9 fP 36" MA% 27 MIN N/A . AT GRADE AT GRADE H % 16 FT AT GRADE H S 200 FT ATGRADE 115 200 Fi - GFT, ____ AT GRA" Ii518OFT ATGRADE H5200 FT 9 FT 48"MAX 36' MIN I A4 T GRADE AT GRADE A_T GRADF H S 15 FT 12 FT' N/A qT GRADE N/A ATGRADE _ 16FT' —� N/A ATGRADE ! N/A 1 ATGRADE 20 FT' N/A ATGRADF N/A I ATGRADE CO" MAX 148- MIN 'THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS RROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TADI.E WITHIN CERTAIN FLORIDA COUNTIES, I('U'%BNAMRQ, F.B. ooRb+®A! UTi L 4 _ F 0 � »�AO TABLE 4 PERMISSIBLE INSTALLATION HEIGHTS: Vult=170 MPH, EXPOSURE p IFOR USE WITH A RISK CATEGORY II STRUCTURE") RISK CATEGORY II IS PER ASCE 7.10 TI ...�,....,o,v ,. •DOWN CONFICAIRATIDN TYPE -----•----- MAX SURFACE AREA OF I UNIT UNIT HEIGHT WIDTH _...._... LARGEST FACEI 6 Fir, 29" MAX j 15" MIN 9 FT' 36 MAX; 27" MIN 4 FT' .. 6 FT' 9 FT' 48" MAX 1 36" MIN 12 FT' 36 FT' 20 FT' ZS FP -- 60" MAX 48" MIN 30 FT' 36 FT' TIE -DOWN C( MAX SURFACE-- -_ . Cl C2 C3 C4 AREA OF UNIT UNIT Cl C2 UNIT'S HEIGHT WIDTH ,LARGEST FACE ATGRADE N5200 fi fiDATGRADE H520C FT TN f.10pFT 6FT' 29"MAX 15"MINI ATGRADE H520f1 FT LEGEND: ._ _ .._ �� _ _ ATGRADE Hs200 FT ATGRADE 11 s200 FT i 9FT' 36'MAX 27"MIN' N/A H%200FT IIS200 FT HSI00 FT Hf 200 FT 14S200 FT H515 FT 4FT' Hf 200 fi HS200 FT --- - - 60 fTs H%200 FT H 130 FT 140 LT i . _. .. �..._ ___.. H 5 200 FT H 1 200 FT 2 H 60 FT<HF200 FT 6o FT<HS20D Ft ! 6PT' AT GRADF Hs 00 Fr IN THIS EXAMPLE, THE PRODUCT CAN BE INSTALLED ON A 60 FT s M A YDo Ti - ATGRADE BUILDING HOOF HEIGHT (H) LESS TI LAN OR EQUAL TO IS�-- AT GRADE 111 200 FT H S 200 FT 6 0 ii 111111 FT FEET, OR ON A BUILDING ROOF HEIGHT THAT 15 BETWEEN 9 FT' 48" MAX: 36" MIN N/A H1200 fT -'-- "" --' 60 TO 200 FEET (FTI ABOVE GRADE, SEE DESIGN NOTE 1 N/A Hf200 FT N/A H5200 FT 12 TT' N/A HR4D FT I00 TT. It 200 IISINS FT H530 FT N/A WFTs f 200FT N/A 60 FT<H 1200 FT 16 FT' NA �rTT 11 DE • • 1..._......__ ....._- N/A AT GRADE H/A AT itAAETEis • • • • • • I • ! • fiO FT a Hf 120 f7 fiO Fi<H180IT! • • • • s 020 K'-o N/A ATGRADE N/A I ATGRADE N/A AT GRADE ! ! • j : • • • • •25 ,•NIA ' •—•—r•— 60" MAX 48' MIN N/A I N/A N/A ATGRADE 30 FT' N/A N/A N/A N/A N/A N/A�^.~ —1__� • • • • • • • ! I 36 FT' I N/A N/A "AS AN EXAMPLE, THESE TABLES ARE IE �SIBlEJO AUTHORITY HA BE dSED WRNIN PALA BEAC•COUNiY, CI{EGI( WITH LOCAL iIGHI" H' ON TYPE C3 AT GRADE AT GRADF 115 200 FT -HElS1Y'—, 60 Fr. H%ZD0 ATGRADE N/A NIA ..._ i N/A NM N/A NIA C4 imul a] H A 200 F7 H S 20O FT H A 200 FT It S Wo FT 119 200 FT AT GRADE EAFTa HSZ00fT AT GRADF. 60 FT H f 100 FT N/A NIA N/A VIN GJURISDICTION FOR F AA PPLIC �ITYOFT.'E:A8lE5:MIINCERK'AINI.ORIQACOUNTIES. STEEL TIE -DOWN CLIP • • ••• • • • t ••• • CI tarxF"rtlwretvVxu tvpRtf 15-2786 0 TABLE 5 PERMISSIBLE INSTALLATION HEIGHTS: Vult=140 MPH, EXPOSURE B (FOR USE WITH A RISK CATEGORY II STRUCTURE"') RISK CATEGORY II IS PER ASCE 7-10 ..._ ALLOWABLE ROOf-TOP HEIGHT (H) TIE -DOWN CONfIGIIRAT10N TYPE TABLE 6 PERMISSIBLE INSTALLATION HEIGHTS: Vult=140 MPH, EXPOSU (FOR USE WITH A RISK CATEGORY II STRUCTURE"") RISK CATEGORY It IS PER ASCE 7.10 ------ _ ......_._.....,,..,-_,...-...._._-....__.._..__....._.._. ALLOWABLE ROCIF-TOP HEIGHT TH) TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA UNIT UNFF MAXIMUM UNIT'S LARGEST EST HEIGHT WIDTH Cl C2 C3 Cq SURFACE AREA OF UNIT - UNIT C] C2 C3 C4 FACE .� .. ! UNIT'S LARGEST FACE HEIGHT WIDTH 6 FT' 29" MAX 15" MIN H 1200 FT H 1200 FT ------ _ . H 1200 FT I H 5 200 FT - ' I 6FT I � H 5 30 FT 29"MA% 15" MIN '60FT<Hs200FT H5200 FT H $40 FT 'Do FT 60 FT 111 s 200 FT 9 FT' 36' MAX 27" MIN i H 5 200 FT H 5 200 FT H 5 200 FT H 1200 FT 9 FT' 36" MAX 27" MIN H 5 15 FT H 5 200 FT H 5 30 FT His 200 FT - -- - ..I-- -. 60 FT<H 6200 FT' 60FT<H%20UFT; 4 FT' H5200 FT H5200 FT H5200 FT H5200 FT 4F1' HS200 FT HS200 FT HS 6 OFT H4200 FT 60 FTcH5200 FT 6 FT' I H5200 FT H520OFT H5200 FT H5200 FT 6 FT' H S 200 FT I H 5 200 FT HS60 FT H 5 200 FT 60 FT < 115 200 FT 9 FT' 48- MAX 36- MIN H5200 FT i H5200 FT H9200 FT H5200 FT 9 FT' 8MAXHS15 FT MA 36 MI 4 " N H52DOFT - HS40 FT �6pFT - H5200F7 -........ ._._.__: ....__......_. _ - .___._- _—._. _. ...._ T < H 5 20 .60F OFT; < H s 200 FT 12 FT' H5200 FT 115200 F7 H S 40 FT 6OFT<H5200FT H5200 FT 12 FT' AT GRADE HS200 FT AT GRADE -' H5200 FT ._.._..._ ..._ _... ._.........___.._ .._. __. 60 FT<H%80FT 60 FT<HS140 FT 16 FT' ATGRADE 60 FT<H S80 FT H5200 FT H S 15 FT 60 FT c H5100 FT' H5200 FT 16 FT' N/A 00 F H527 AT GRADE " ^� HS200 FT 20 FT' i AT GRADE H5200 FT ATGRADE . I 11S200 FT 20 FT' N/A H54pfT N/A H 1200 FT GO FT a H s 200 FT�r 2511' N/A H5200 FT i AT GRADE I H5200 fT ' 25FT' H515 FT I N/A HS OF fl -.-._., 6W MAX 48" MIN `. _...__........_......._.. _ _ i . 60 "MIN FT < H 5 200 FT FA F7 a s 200 FT; 30 FT' N/A H 5 30 FT N/A 11140 FT - 30 6MAX/A 0 N 48 AT GRADE -� --- AT GRADE ---------- -- L_..._._ 60 FT<H5200 FT _-......_H52 .._-_........____._.._-_..__._ 60 FTFT . FT' .._ N/A GO FT < H 5 100 F I' ry/p 60 FT 5 H s 160 FT 36 FT' I N/Ai H 5 15 FT N A / H S 15 FT I .._.._......._.-___...-___...___ - 160 FT 5120 FT 60 FT 5180 FT 36 FT' N/A ATGRADE N/A AT GRADE TABLE 7 PERMISSIBLE INSTALLATION HEIGHTS: Vult=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY 11 STRUCHIRE""') LEGEND: HSSS FT �60 FT<H.1200 FTI IN THIS EXAMPLE, THE PRODUCT CAN BE INSTALLED ON A BUILDING ROOF HEIGHT LESS (H) THAN OR EQUAL TO 15 FEET, OR ON A BUILDING ROOF HEIGHT THAT IS BETWEEN 60 TO 200 FEET (FT) ABOVE GRADE. SEE DESIGN NOTE 1 -AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY, CHECK WITH LOCALAUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. ALLOWABLE ROOF -TOP HEIGHT(H) _.. TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT UNIT UNIT'S LARGEST HEIGHT WIDTH C1 CZ C3 C4 FACE 6FT' 29"MAX 1S"MINI AT GRADE H5200 FT H515 FT HS20Q FT 60 FT<H%200 FT 60 FT<115200 FT 9 FT' 36" MAX 27" MIN ATGRADE H 5 200 fT AT GRADE H 5 20p FT - 60 FT<H 1200 FTC 60 FT<H 1200 FT 4 FT' HS200 FT H5200 FT H5200 FT H1200 FT 6FT' 48" MAX 36" MIN H5200 FT H5200 FT H5200 FT 115200 FT 9 F7' AT GRADE 60 Fi<H i H 5 15 FTH S ZOO FT H S 200 F T 16OFT<HS20OFT j 12 FT' ATGRADE • •H 5 Z� Q' • •AT:RM: H 5 200 FT 16 FT' A• �J •� :H SLOW • • •/A • 40 5200 FT 20 FT' N/A H 5 IS FT N/A H 5 40 FT _ 60FT<H 5200 FTi 60 FT<H 5200 FT 25FT' • N/A• • ATGRADE I AT GRADE N/A - -- ----- 60"MAX 48'MIN • -•-•—.-60 • • IJ/A r FT<HfG SO F•• • 60 FT�.H5200 FT; � ...._t.—•_..._�._.� • QR _.._ III AT GR eE • N/A III• 6 TTc`F1IE 5 FT _.— —• • •— . • • 30 FT' 36 FT' • N/A • NIW N/A • • %T tRADE • .... ....•.. . • • • • • • ... . . . ... • . STEEL TIE -DOWN CLIP I 'NHAeOp, F.e, 15-2786 0