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MC-17-2189Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Issue Date: 9/2+ Permit NO. MC -8-17-2189 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: APPROVED 2017 Expiration: 03/25/2018 Parcel Number Applicant 318 NE 101 Street Miami Shores, FL 33138 - 1132060135310 Block: Lot: FIDEL RAMOS Owner Information Address 318 NE 101 Street MIAMI SHORES FL 33138-2425 Phone CeII Contractor(s) Phone SERVICE AMERICA ENTERPRISE INC (954)979-1100 CeII Phone Valuation: Total Sq Feet: $ 4,778.00 0 Tons: 4 Additional Info: Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved: : In Review Type of Work: Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.51 $2.51 $1.00 $167.23 $9.00 $4.00 $189.25 Pay Date Pay Type Amt Paid Amt Due Invoice # MC -8-17-65030 09/26/2017 Check #: 27797 $ 189.25 $ 0.00 Available Inspections: Inspection Type: Final Review Mechanical 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. Futherrror.;,l�utho>ize the above-named contractor to do the work stated. Authorize Signature: Owner / Applicant / Contractor / Agent Building Department Copy September 26, 2017 Date September 26, 2017 1 olIR Miami Shores Village Building Department uildD ing epartment 34 )141/1_ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED AUG a o 2017 A 0-11 FBC 20N BUILDING Master Permit No. MC -6-15-1370 PERMIT APPLICATION Sub Permit No.— c�ti` 1 BUILDING ❑ ELECTRIC ROOFING PLUMBING Q MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: 318 NE 101 ST ❑ REVISION ❑ CHANGE OF CONTRACTOR ❑ EXTENSION • RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-5310 Occupancy Type: Load: Construction Type: OWNER: Name (Fee Simple Titleholder): FIDEL L RAMOS Address:318 NE 101 ST Is the Building Historically Designated: Yes Flood Zone: BFE: NO FFE: Phone#: 954-540-0152 City: Miami ShoresState: FL Tenant/Lessee Name: Phone#: Zip: 33138 Email: CONTRACTOR: Company Name: SERVICE AMERICA ENTERPRISE Address: 2755 NW 63 CT Phone#: 954-979-1100 X5673 City: FT. LAUDERDALE Qualifier Name: RICHARD LEVINSON State: FL State Certification or Registration #: DESIGNER: Architect/Engineer: Address: CAC014619 Zip: 33309 Phone#: 954-979-1100 X 5673 Certificate of Competency #: Phone#: City: State: Zip: Value of Work for this Permit: $ Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: El New ERepair/Replace Description of Work: PERMIT RENEWAL # MC -6-15-1370 lC clr\arg.e owl- 4 AAs ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ t 1 ► 2 3CCF $ CO/CC $ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE$ lg•Jq'.� 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 d. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was anowledged before me this / 7 day of 4 u ( u 31 , 20 1 `% f 0 L. ;{ R. A.+1 9 Zho s personally known me .ar who has produced identification and who did take an oath. NOTARY PUBLIC: Signature CTOR The fore:oing instrument was acknowledged before me this , by <71 n q day of :�Nsbt.Lt , 20 ] T , by �► ehar�l Leo,'aS€», who is personally known to as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Prin.. Seal *** F.11,- o Fa - :ELIZABETH, r t�t(j! PiWic 'S1 t 0t !#[ t7 • My Comm ExpireSep g,2itl Commission:`# 1' 150' G•d,.Ii1C7(�U�iid1O APPROVED BYog./.. „ (Revised02/24/2014) `) Sign: Print: Seal: .4141 i o 1r- aur•p` OF Fk..."' Notary Public - State of Florida Commission #GG 70668 Expires 2/7/2021 ‘****** * * ******** * * * *SW*** .1. *4, ********* * ********* 4, * ********* aminer Zoning Structural Review Clerk (0\00,(, Miami Shores Village 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 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL FBC 20 jU c -i Xi ❑PLUMBING ©.M CHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3) ci5 Q E 101 St City: Miami Shores }���inesisithEeBOiami Dade Zip: 3 3 l3 a id H or cally Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ick -A _C(.J C' O Phone#: ' bLC —51-44) —DL ' Address: al > JFT, 10 City: 1`NO..rfc l €311 C +" .S State: >L Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: a Address: City: �/�'�' Lcul^le, r aJ State: Qualifier Name: ? c- -'o rcil LQ..1/ r �.�43 State Certification or Registration #: CACID �V ( l c DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ OC) one#: � tel— (( ' (f 13 Zip: 3Y Phone#:Cbq —6Q161 -116)e —iic Certificate of Competency #: Phone#: City: State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: fiC Ct Kepair/Replace ❑ Demolition Specify color of color thru tile: l J Submittal Fee $ ___S—CI -CC Permit Fee $ I (/ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ C TOTAL FEE NOW DUE $ 13 q . 25 (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: 1 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 com ' encement must be posted at the job site for the first inspection which occurs seven (7) days after the building permi r is 'ssued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT CANCtkE CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of co , 20 , by. day of , 20 t_ 1'1 �P ( Zpi0fr , who is personally known to IC' � c i me or who has produced 4' L b L.,* 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: Sign: Print: Seal: **************i APPROVED BY (Revised02/24/2014) °4s f'• MISSION TSON "�%91,F14 MY l3F 07 EXPIIRAM ov mber25, 2017 ES; Nova onded Tin Notary pet* lMden►iters *+k********iii***********iii Plans Examiner Structural Review ****i********iii Zoning Clerk 37; RECEIVED JUN 0 5 2015 BY mi Shores Village ing Department 50 N.E.2nd Avenue hores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): 318 NE 101 ST City: Miami Shores Village County: Miami Dade Zip Code: 33138 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT RHEEM MANUFACTURER RHEEM 408048 AHU or PKG. UNIT MODEL # RH1T4821STAN RAMB048 COND. UNIT MODEL # 14AJM49 10 KW HEAT 10 4 NOM TONS 4 AHUt45 CU i -j PKG 1) M.C.A AHU "CUL -i5 PKG AHU 46- CUL& PKG 2) M.O.P AHU'15 CU 45 PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / 16 EER/SEER 16 YES NO V( REPLACING DUCTS YES NOx YES NO >( REPLACING THERMOSTAT YES NOx YES NO yc NEW 4"CONCRETE SLAB YES NOx YES NO f NEW ROOF STAND YES NOx YES NO )4 NEW RETURN PLENUM BOX YES NOx 1. Minimum Circuit Ampacity (Wire Size): 8 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 45 3. Voltage of Circuit (208/240/480): 240 4. Size Disconnecting Means: Contractor's Comp y av e: S VICE AMERICA Phone: 954-979-1100 EXT5673 State Certificate or R gi on No. CAC014619 Certificate of Competency No. Signature (Revised02/24/2014) ifier's signature) Date: " 'I .,i CERTIFIED® This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2014. Ratings www.ahridirectory.org'"` Certificate of Product AHRI Certified Reference Number: 7426826 Date: 3/19/2015 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 14AJM49 Indoor Unit Model Number: RH1T4821STAN Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM; RUUD; WEATHERKING Series name: Manufacturer responsible for the rating of this system combination Rated as follows in accordance with AHRI Standard 210/240-2008 Heat Pump Equipment and subject to verification of rating accuracy party testing: is RHEEM SALES COMPANY, INC. for Unitary Air -Conditioning and Air -Source by AHRI-sponsored, independent, third �* — %1 - ( I I, f•: 0 l r 'j i- , f f — Cooling Capacity (Btuh): 7) i 46000 EER Rating (Cooling):. y -, . 13.00 SEER Rating (Cooling):I " 16:00 �f IEER Rating (Cooling): ,r 11t \_ : _ --- - — - — * 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 the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org, click and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2014 Air -Conditioning, Heating, and Refrigeration Institute or guarantees as to, and assumes no responsibility for, arising out of the use or performance of the product(s), or the and configurations listed in the for individual, personal and " pasi wit .-�..�;;'r:+�. copied; disseminated; D a �r• ■ -ci , as for the user's individual, AIR-CONDITIONING. HEATING, & REFRIGERATION INSTITUTE on "Verify Certificate" link we make life better"' 130712685338028684 CERTIFICATE NO.: BMP International 2010 Florida Building Code State Approved, FL 14239-R1 EQUIPMENT TIE DOWNS TD04 TD06 TD08 TDO4SS TDO6SS TD042 L TD062 L TD062 1" x 4" Tie Down Clip, GaIv/Powder Coat, 4/Bag 1" x 6" Tie Down Clip, Galy/Powder Coat, 4/Bag 1" x 8" Tie Down Clip, GaIv/Powder Coat, 4/Bag 1" x 4" Tie Down Clip, Stainless Steel, 4/Bag 1" x 6" Tie Down Clip, Stainless Steel, 4/Bag 2" x 4" Tie Down Clip, GaIv/Powder Coat, 4/Bag 2" x 6" Tie Down Clip, GaIv/Powder Coat, 4/Bag 2" x 6" Fat Cat Clip, Galvanized, 4/Bag BMP International, Inc., 4710 28th St N, St. Petersburg, FL 33714 - 727-458-0544 Note: This file contains approval information from www.floridabuilding.org for BMP tie down clips. Information required by building departments will vary, from listing the approval number, FL14239-R1, on your permit application to submitting copies of the drawings. Consult with the individual building departments for their requirements. This file can be downloaded in PDF format for use. Drawings 1-4 contain the installation instructions. Florida Building Code Online' -•2a721 t.(i:cd; -e-t i .CIS Home , Log in User Registration Hot topics Suer,. Smcnarge Stats a Facts Business?`, Professional�S�/USER: PuAUser l Regulation yJ e',durt approval Meng a p.. ouR lr 000 •0 it'nn sear, a 000',calt,n ',st a Appilutlpn 0.0.11 FL 8 FL14239-111 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer BMP International Inc. Address/Phone/Email 4710 28th Street N St. Petersburg, FL 33714 (727) 458-0544 benmengS@Yahoo.com Authorized Signature Xianbin Meng benmeng8iyahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Structural Components Anchors Publicanina FBC Staff SCIS Sate Map Links Search Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Flonda Engineer Or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By PE -0046549 National Accreditation & Management Institute, 12/31/2013 Ryan J. King, P.E. ✓ Validation Checklist - Hardcopy Received Certificate of Independence FL14239 R1 CCI COI.npf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM 01761-06 2006 ASTM 01761-88 2000 Florida Licensed Professional Engineer or Architect FL14239 R1 Eauty Eiiuiv.odf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 09/29/2011 12/13/2011 12/18/2011 01/31/2012 FL e I Model, Number or Name Description 14239.1 Slotted Steel Te -Gown Clips, 1' and 2" Models Steel Tie -Down Clip System (For Use with Mechanical Units at Roof or Grade) Limits of Use Approved for use In MIME: Yes Approved for use outside HVMZ: Yes Impact Resistant: N/A Deal : N/A Other: This design provides allowable capacities for the system. The required site-specific design pressure (demand) shall be calculated by others for use with this design. Installation Instructions FL14239 RI Il Dwa.odf Verified By: Frank L. Bennardo, P.E. 0046549 Created by Independent Third Party: Yes Evaluation Reports FL14239 41 AE EvaLodf Created by Independent Third Party: Yes http //www.floridabuilding.org/pr/pr app dtl.aspx?param.wCEVXQwtDquDEIEHOSCeisu PjHIQICos01P02g2fFOQoa1IHIUWyA%3di,3d 2/27/12 12,44 AM Page 1 of 2 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS T CENTER OF GRAVITY ASSUMED l0 ACT AT THE GEOMETRIC CENTER OF THE MECHANICAL UNIT. MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES, HOST STRUCTURE 015105 135 OTHERS. SEE TIE DOWN SCHEDULES FOR ALLOWABLE SUBSTRATES. NOTE: WOOD MEMBERS MAY NOT BE USED FOR ROOF -TOP APPLLCA1IONS PER 1130 1522. ICENTER 01 GRAVITY • 15011 E11N, WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TCP. DOUBLE CLIP OPTION: (2) TOTAL CLIPS MAY BE USED AT EACH CORNER (ONE EACH ON OPPOSING CORNER FACES, 3' FROM CORNER APEX, TODD_ OF (B) CLIPS PER UNIT FOR THIS OPTION). EACH CLIP SHALL NOT EXCEED 3" FALX OFFSET FROM END OF MECHANICAL UNIT AS DETAILED HEREIN. DO NOT SPACE CONCRETE ANCHORS CLOSER THAN THE ALLOWED SPACING RESTED IN 111E 116-00149 ANCHOR SCHEDULES. SEE SHEETS 263 FOR MORE INFORMATION. SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CLIPS. SEE DETAIL 1/4 & 2/4 IN ADDITION TO 11E -DOWN SCHEDULE FOR CUP INFORMATION, TYP. 3' MAX TYP. �YLtO�EO t,El / --"3" MAXs TCP. _ ttNtOO��N • \ UTILIZE (1) CLIP" AT FACN CORNER ,--TAS SHOWN WITH 3' MAX OFFSET FR08 ENT OF MECHANICAL UNIT. MECHANICAL UNIT TIE -DOWN ISOMETRIC ISOMETRIC `FOR CLARITY, THIS ISOMETRIC ONLY SNOWS 1" CLIPS. THE ISOMETRIC LAYOUT IS TYPICAL FOR BOTH 1' AND 2" CUP APPLICATIONS. 2" CLIPS ARE NOT CERTIFIED FOR ANCHORAGE TO CONCRETE. TIE -DOWN CLIP DIRECTIVE EXAMPLE (THE FOLLOWING EXAMPLE ILLUSI'RA/ ES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECKANICAL LILT THAT CONFORMS TO THE DIMENSION RE51R1CIIONS LISTED HEREIN. SEE SHEETS 283 FOR TIE -DOWN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION Of (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA - 36' TALL x 36' DEEP x 28" WIDE, 150 LB 9EIGIR AS VERIFIED B9 OTHERS, INSTALLED TO 3192 K51 MILT. CONCREIE AT GRADE A5 VERIFIED BY OTHERS. PROCEDURE: PROCEDURE STEP 1 LOCATE TILE AT GRADE TIE -DOWN SCHEDULE ON 511EET ? AND SELECT CLIP 13PE RESULT 2 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED CONSIDER 1' STEEL CLIP 3 CHECK MAXIMUM UNIT HEIGHT RESTRICTION 3653.36' -NFP 4 - UNIT HEIGHT IS 36' lHIEN IS LESS THAN THE MAXIMUM ALLOWABLE HEIGHT 0E48' CHECK MINIMUM UNIT WIDTH RESTRICTION 1 WIDTH IS 24" WHICH IS EQUIVALENY ( 8511E MINIMUM ALIOWABLE8i'8 IE Ze 5 DETERMINE THE NUMBER OF CLIPS TO BE USED AT EACH CORNEA OF THE MECHANICAL UNIT CON (6ERZL) CLIP AT EACH CORNER, INSTALLED TO COTT RETE SUBSTRATE CONCLUSION: MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE- '40PSFI (COMPARE THIS VALDE TO Tiff SEPARATE SITE SPECIFIC REQUIRED DESIGN BIND PRESSURE PROVIDED DY A LICENSED ENGINEER OR REGISTERED ARCHITECT; NOT INCLUDED IN THIS CERTIFICATION) 'I. GENERAL NOTES: 1. THIS PROOUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N 111E DESIGN OF THIS SYSTEM. 3. OE51GN IS BASED ON CLIENT PROVIDED PRODUCT AND 01E SHEETS FROM TEST REPORTS 4113. 019 /03879, s1EI 019703878 BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT Wkl I IEN APPROVAL BY THIS ENGINEER SHALL IN: PERMITTED. 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS USI ED HEREIN ARE DEI 1RH1NED THROUGH TESTING REPORT DATA AND RATIONALLY CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. 5. REQUIRED LAT1RAL AND/OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL 0E DETERMINED BY OTIIERS ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 6. MAXIMUM 6141518U/4 DIMENSIONS AND MINIMUM WEIGIIT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICAT IONS (CLEAR SPACE, TONNAGE, ETC.) SMALL 0E AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 7. FASTENERS TO BE 812 X 3," OR GREATER SAE GRADE 5 UN1155 NOT CO OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3192 KW MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT 8. ALL STEEL CLIP HALL BE ASTMA283 STEEL (G11.806 D) WITH ELECTROLYSIS. 5 - 33 1(5I OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINSTCORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION IN ACCORDANCE WITH THE 2010 FIR: SECTIONS 2203.2 AND 222U. 090 -RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF 71115 CERTIFICA I ION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4' MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI, UNLESS NOTED OTHERWISE. 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE GRADE 82 W1111 SPECIFIC GRAVITY G - 0.55 OR GREATER. DIRECT CONNECTION TO WOOD MEMBERS/SLEEPERS I5 NOT PERMITTED FOR ROOF -TOP APPLICATIONS PER FBC SECTION 1522, 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.B.C. 2003.8.4. 12. ELECTRICAL GROUND, WHEN REQUIRED, TO LIE DESIGNED 8 INSTALLED BY OTHERS IAF 1• l me1 ISA; P ati: 13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS 511A11. BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED 114 THIS CERTIFICATION. BXCEP1 AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 14. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES 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 DRS DOCUMENT, 15. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE 11191 ANY REM135613 011. ALTERED WATERPROOFING MEMBRANE I5 RESTORED AFTER FABRICATION AND INSIALLATION OF STRUCTURE PROPOSED MERLIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER-1IGHINESS SHALL BE THE FULL RESPON518IUTY OF THE INSTALLING CONTRACTOR. , .'sTSURPANE LEDULLNLolL FLORIDA STATEWIDE APPROVAL 11 -BMP -0001 SCALE: NI .S 101 P91! OLSCRIPTION1 1" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM SURFACE AREA OF UNITS LARGEST FACE 4 FT' 6 FT' 12 FP UNIT HEIGHT UNIT WIDTH TAPCON TO CONCRETE MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO HOST STRUCTURE) (2) CLIPS AT EACH COHNEH (TOTAL OF 8 CLIPS pEFT_UIJ_ITJ_, -_ W000 SCREW TO TAPCON TO WOOD CONCRETE CLIP AT EACH CORNERJTOTAL OF 4 CLIPS PER UNIT) - SHEET METAL SCREW SHEET METAL SCREW TO ALUMINUM TO STEEL 16 FT• 20 FT' 25 FP _-- 30 FP 48' MAX 24 M1N 91 PSF 61 PSF 40 PSF 30 PSr 61 PSF 61 PSF 40 PSF SHEET METALSCREW TO SHEET METAL W000 SCREW TO ALUMINUMSCREW TO STEEL WOOD 91 PSF 61 PSF 40 PSF 30 955 22PSF 22 PSF 16 PSF 26 PSF 30 959 100 954' 10095F 77 PSF 50 PSF 22 PSF 43 PSF 7/77%7; 48 PSF �.�,//� 39PSF 100 PSF 100 PSF 100 PSF 100 95F 77 PSF 56 PSF 100 P5F 77 PSF 58 PSF 43 PSF 49 PSF 43 PSF 100 PSF 77 PSF 58 PSF 43 PSF 38 FP,> a /�' ten J. !!7•!l!//�! 27 PSF 27 PSF 1 31E -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)-912 SAE GRADE 5 SHEET METAL SCREWS. ((5) -SHEET METAL SCREWS REQUIRED FOR L080 CLIPS, SEE DETAIL 1/4.) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING; 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-16 MIN, ALUMINUM SHEET WITH 615-30 951, 0.125" MW. THICKNESS. 2.2. STEEL HOUSING UNITS SI (ALL BE J3KS1 MI1. 5111,L, GRADE 33, 2204 MW. 0-0.0299'). 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH 100181OWTL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIN0ING CAPACITY OF THE 1' CLIP. 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEFIAN0 CAPACITIES CONTACT TI115 ENGINEER F OR SITE-SPECIFIC ENGINEERING. ANCHOR SCHEDULE: 33 PSF 39 PSF 33 PSF 49 955 39 P05 33 P5F SUBSTRATE CONCRETE: (4" THICK MIN, 3)92KS1 MIN.) ALUMINUM: (0.125" MIN. THICK, 6061-T6 MIN. ALUMINUM) STEEL: (0.125' HUN. THICK, 33 651 MIN. STEEL) ANCHOR (1)-Y."13 CARBON STEEL ITW 8UIL0EX TAPCON, 1 .' FULL 69151410 CONCRETE, 3)• 14)14. EDGE DISTANCE, 3' MIN. SPACING TO ANY AIJ AEIIT ANCHOR_ (I) -r14 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PUKE FOR SHEET METAL SCREW. (1)-914 SAE GRADE 5 SHEET METAL SCREW TO STEEL., PROVIDE (5) PINCHES MIN. PAST 1(-496A0 KANE FOR SHEET METAL SCREW. SEALED WOOD: (1)-414 SAE GRADE 5 51030 SCREW TO WOOD MEMBER, PROVIDE 1:2 MIN. THREAD (SOUTHERN YELLOW PINE, G=0.55 OR BETTER) PENETRATION, 1' MIN. EDGE DISTANCE, 1• MI9. E11D DISTANCE, 27 PSF 47 PSF 37 PSF 31 PSF 26 PSF ANCHOR SCHEDULE NOTES; 1. EMBEDMENT A/10 EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. 965URE MINIMUM EOGE DISTANCE AS N01ED IN ANCHOR SCHEDULE. FAT( E 1 E(:9143: `DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE -DENOTES VALUES NOT APPROVED FOR USE 2" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: MAXIMUM SURFACE AREA OF UMTS LARGEST FACE UNIT HEIGHT UNIT MOTH MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO HOST STRUCTURE) _ (1) CLIP AT EACH CORNER (TOTAL OF 4 CLIPS PER UNIT) i (2) CUPS AT EACH CORNER (TOTAL OF 8 CUP5 PER UNIT) SHEET METAL SCREW SHEET METAL SCREW WOOD SCREW 10 SILLEI METAL 10 ALUMINUM TO 5TEEL WOOD SCREW 10 StIEET KETAL WOOD SCREW TO 4 FT. .._ ALUMINUM SCREW TO STEEL WOOD 100 P5F100 PSF 100 P56 100 PSF _ 10)4459 TOO PSF 6 FT' 100 PSF 100 PSF 0 F7' 48 "MAI( 24 `MIN til PSF- 100 PSF I00 PSF 100 PSF_-100 PSF 67 PSF _ 67 pSF _ 100 PSF 12 FP ___ _ _ 100 PSF - SO PSF 50 PSF - 106 PSF 16 FT' _ 78 PSF 38 PSF 3S 99 PSF 99 PSF 99 PSF 20 FT, 41 951 - - 38 P5F 74 PSF 74 PSF 74 PSF 25 FP 41 PSF 41 PSF 80 PSF 80 PSF 80 PSF 80 " MAX 48 ' MIN 33 PSF 33 PSF 33 PSF 64 PSF 30 FT' ,7 PSF 64 PSF 64 PSF 36 FT' .�,; .'', , /� (. /ter" 7 PSF . 27 P56 53 PSF 53 PSF 53 PSF .e"?%" ie,./ yam. ........, 44 PSF 1. TIE -DOWN CUPS SHALL BE FlSTFNEo TO MECHANICAL HOUSING DINT WITH(3)-812 SAE G ��� ��/�• 44 = 44 PSF 2. MECHANICAL (LOUSING UNIT SHALL CONFORM' 0 THE FOLLOWING; GRADE 5 SHEET METAL SCREWS. 2,1. ALT941881.1 HOUSING UNITS SHALL BE 6063.76 MIN. ALUMINUM SnEET WITH Fly.30 K5), 0.125' MIN. THI(KNESS. 2.2. STEEL HOUSING UNITS SHALL 82 33951 MIN. STEEL, GRADE 33, 2204 MIN. (I-0.0299'). 3. A h148)MUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE ALUMINUM: (0.125' MIN. THICK, 606146 P11N. ALU5119011) SMELL (0.125' FIIN. THICK, 33 K5114111. STEEL) ANCHOR (2)-914 SAE GRADE 5 SPIEL 92164. SCREW TO ALUMINUM, PROVIDE (5) FINCHES MIN. PAST THREAD PLANE FDR SHEET METAL SCREW, (2)-914 SAE GRADE 5 SHEET METAL SCREW TO 5TEE1, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. SEALED W'0013, 1-1/2' MIN THICKNESS: l(SO111HERN YELLOW PINE, G-0.55 OR 6E1TER (2)-014 5A9 GRADE 5 WOOD SCREW TO 51000 149148ER, 9005)0E 114 PUN. THREAD PENS I6AT ION, 1' MIN. LOGE DISTANCE, 1" PIN. ENO DISTANCE. ANCHOR SCHEDULE 40925: 1. EMBEDMENT AND EDGE DISTANCE EXCLUOES FINISHES, IF APPLICABLE, 2. ENSURE 141N1MUM EDGE DISTANCE A5 NO ISO IN ANCHOR SCHEDULE. TABLE LEGEND: „•���� -DENOTES VALUES NOT APPROVED FOR USE 0391C,111w1n I E11M1AO5P.F. 11-8MP-0001 SCA. N 18. 10 PAGE DESCRIPTION, 6' 1" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS : MAXIMUM ALLOWABLE LATERAL VINO PRESSURE (ANCHOR TO HOST STRUCTURE) (1) CLIP AT EACH CORNER (TOTAL OF 4 CLIPS PER UNIT) (2) CLIPS AT EACH CORNER (TOTAL OF 6 CUPS PER UNIT) MAXIMUM SURFACE AREA OF UNITS LARGEST FACE 4 FT' 6 FT' UNIT HEIGHT UNIT W DTH TAPCON TO CONCRETE. SHEET ME IAL SCREW 511EE1 METAL SCREW TO ALUMINUM TO S TEEL 7APCON 10 CONCRETE 9 F 48 MAX 12 FT• 16 FT• 20 FT• 25 FT' 33 FT• 3o'FT" lr'/->j 7..%;,..A• ;;Z,.i/// l % » SCREW'S REQUIRED FOR LONG CUES 5 �/./ri� 'Grd/ , / 8 /rirtl�iG//! i !✓�/..!!/f .!! / 417 ., iLil. � e �% i EE DETAIL I/4,) W5. ((5) -SHEET METAL 60 'MAX SIIIET METAL SCREW TO ALUMINUM 62 PSF 62 PSF 62 PSF 41PSF - --- 100 PSF 100 PSF 41 PSF Jt PSF 71 PSF 2i' MIN 27 PSF 7 PSF 71 PSF /l / /7 /! // / 27PSF _ 51 PSF 51 PSF 48' MIN SHEET METAL SCREW TO STEEL 38 8 PSF PSF _-_ "%/�/ �• • 0";i/f, /f/�ll•/l�1 l /1 r,•i %� 29 PSF 29 PSF PSF i r/ •76H= • ,,./7,1/77/1/77.77°/' /J�/lljf •J/ M � B PSF 26 PSF 26 PSF 33 PSF 100 PSF 77 PSF 51 PSE 38 PSF 29 PSF 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3)-812 SAE GRADE 5 SHEET METAL 5(111 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. AIUMINI.M HOUSING UNI15 SHALL BE 1063 -IM MIN. ALUMINUM SHEFF WITH Fty-30 KSI, 0115' MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33451 MIN. STEEL, GRADE 33, 22CA MIN. (1-400299'). 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE l" CUP. A MAXIMUM ALLOWABLE VALUE OF 000 PSF 11A5 BEEN UTILIZED; FOR 111GIICK DEMAN0 CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPCCIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE •N):I,'AwY I DI INs1MIAIK1M5MALL C&UP'M \ Tu 31.0E)DA 011170072 CO4•E 40(71014 1509 (ANO 4522101110'742) Ml1RJ1 ritW.AtS 1107 NINA NOLAS'770 NECKAYICAI. 11006 (7017)710 (W 101435 M15E0 A 9)7471141 Of • INCIIIS ABOVE 771E (00f 51.IAFAC4 04 M11Ule AQMING IMIt1UKs 17N0 AEMEA79 OW (flI1 wI RMSTD E(KYPMEMI SUPPORIT PROVIDINGA 710.001 U MiLvect cl WINra ANaPAI i7 . s ' NA WAWA. TCCE ID FEN11( AEPA)A 4 u*; hr. Nf•M COO �MADLAA EOFOIE Alx114 Ny'S ISIEM.N(ICW4 +10EFAR 10(-001707005 OESAJN 190940 504E SE MAIL t CU*WMOON VCA f,,4C WILGAFI r ANO is 0✓ISBJE INC XW! lT 70(5 \CG'N0ICAIIGY. ADDITIONAL ALLOWABLE UPLIFT: 9.0 LBS/CLIP (DESIGN TABLE ACCOMMODATES MAX 90L6/CUP AS ADDITIONAL UPLIFT IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING 60074 LATERAL FORCES. SEE ASCE 7-10 SECTION 29.5 FOR MORE INFORMAIION.) ALLOWABLE UPLIFT PER UNIT 75 BASED ON THE NUMUER OF CUPS UTILI260 x 9ULL71CLIP EXAMPLE: 4 CL IPS x 90 LB/CLIP -36018 (REQUIRED UPLIFT DEMAND 5110/ 1 BE DETERMINED CN A SITE SFFCIF/C 04515 or LICENSED ENGINEER GR REGISTERED ARCHITECT; NOT INCLUDED 1N THIS CERTIFICATION') TA8E LEGEND: /"��II -DENOTES VALUES NOT APPROVED FOR USE l.;i CONCRETE: (4' THICK FEIN, 3192151 MIN.) ALUMINUM: 10.125" MIN. THICK, 606146 MIN. ALUMINUM) STEEL: (6.125' MIN. THICK, 33 K51 MIN. 51161) ANCHOR (7)-41')) CARBON STEEL 1TW UUILULX TAPCUN, 1)i EU LL EPBIEU TO l0V(]4LTE, 215. MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHGR. (1)-414 SAE GRADE 5 SHEET METAL SCREW TO AWMINUM, PROV7CE (5) PINCHES MIN PAST THREAD PLANE FOR SHEET METAL SCREW. (1)-214 SAE GRADE 5 SHEET METAL SCREW TO STEEL PROVIDE (5) PINCHES MIN. PAST 11-IREAD PLANE I OR SHEET METAL SCREW. 1. EM6EUM1N1 AND EDGE DISTANCE EXCLUDES 0151511ES, IF APPLICABLE. ENSURE 7117)1HUM EDGE DISTANCE A5 NOTED 171 ANCHOR SCIIEDULE. /- 2" STEEL CLIP TIE -DOWN SCHEDULE ROOF -TOP MOUNTED INSTALLATIONS: MAXIMUM ALLOWABLE LATERAL WIND PRESSURE (ANCHOR TO HOST STRUCTURE) (1) CLIP AT EACH CORNER (2) Clips AT FAC4 CORNER (TOTAL OF 4 CLIPS PER UNIT) (TOTAL OF 8 CLIPS PER UNIT) SHEET METAL SCREW 15HEET METAL SCREW SHEET METAL SHEET METAL TO ALUMINUM TO STEEL CREW TO SCREW TO STEEL ALUMINUM EL 100 PSF 100 651 _ 100 PSF -- 64 PSF 04 P5F - _ 100 PSF 48"MAX 24"MIN _ 56556 100 PSF 100 PSF 56 PSF _ ] 00 PSF 82PSF 100 PSF 42 PSF _ 42 PSF FF' _F _ 82 PSF 20)6 FT' 31 PS ---_` - 3l PSF 34 PSF 61 PSF 67 PSF 61 P<_F 34 PSF _ 25 FT' 27 KF 67 PSF J0 FP - 60' MAO 411" MIN ! 27 PSF 53 PSF 53 P5F 36 FT' / 3I' -i/--� -. i/r/ji/ 4i PSF /.ZL r/.' „/... 2.. //% .>2•• 37 PSF MAXIMUM SURFACE AREA OF UNITS LARGEST FACE 4FP 6FT' 9 FT' 12 FT' UNIT HEIGHT UNIT WIDTH 44 P55 1. TIE-00W14CUPS 51 .511. BE FASTENED TO MECHANICAL HOUSING UNIT WITH (31-917 37 PSF 2. MECHANICAL HO CU5 NG UNIT SHALL CONFORM TO THE FOLLOWING: ( ) •12 SAE GRADE 5 SHEET METAL $CREWS. 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 M1.1. ALUMINUM SHEET WITH Fly -30 K51, 0.125' MIN. 1HICRNE55. 32 2. STEEL HOUSING UNITS SHALL BE A MAXIMUM ALLOWABLE O VALU F 100 STEEL,3(51 MIN. PSF HA5 BEENUTILIZE3 3, 22GA MIN. 9 D;FOR 441GM0R DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE-SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUOSTRATE ALUMINUM: (0.125' MIN. THICK, 0061-T5 741N. ALUMINUM STEEL: (0.125'1,1114. TIIICK, 33 KSI MIN. STEEL) ANCHOR (2)-414 SAE GRADE 5 SHEET PETAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. (21-214 SAE GRADE 5 5HEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, 1F APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS WILD IN ANOIOR SCHEDULE: !7411: lO*lOP NSTA(UT1 01S 5545 C.M-CitAl TO flOAIDA BUISYG CODE SICTION 1104 (AND Mu2 TOR 7.70 04 2(7.70075 MAT FOO' 5(9421 OUNTI D 7ECJMMI1AL WITS BE N1RAyrtO JN CLASS NAls.E0 A Nµ0771 OF•PM4LS A9tNEOC RDOP 50'1170(4 OA AIME ROOFING 104(1171.15 1A IMO BCNCAI!7X71'47, Y RAIStJ EQUIPMENT SUPPORTS ORTS PAOVI0/NG A N:111nKAN CEEARAKI 7114407740 A CELIJ MCE MIN SLCTK}Y I>W 0 7114 01 lin Do D.t 01 •7.7 8G 0(YAM 971MCNI115, It , AAFF/00 I4UNI0 "611 AAACE O' DIE ROWING 5757TH. INT OAR OR 56990711 LI klIEO M191 DRS 1f51GN MALL 7004( St1441,E DOCIWMrAllwr IIOU(MG M I1tJUlY ANOIS °Wall* THE SCOPE OF 7405 C.E11111.CAIAx• ADDITIONAL ALLOWABLE UPLIFT: 90 LBS/CLIP (DESIGN TABLE ACCOMMODATES MAX 9019/CLIP AS ADDITIONAL UPLIFT.IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LAI ERAL FORCES. SEE ASCE 7-10 SECTION 25.5 FOR MORE INFORMATION.) ALLOWABLE UPLTPT PER UNIT 15 BA5E0 011 711E NUMBER OF CLIP5 UILLIZEU x 5010/6(17- EXAMPLE: 4 CLIPS x 90 La/CLIP -36019 (REQUIRED UPLIFT DEMAND SHALL BE DETER746NED ON A SITE SPECIFIC 04512 86 LICENSED ENGINEER OR REGISTERED ARCHITECT; NOT INCLUDED IN THIS CERTIFICATION) TABLE LEGIND: '»;�;j' -DENOTES VALUES NOT APPROVED FOR USE ‘110- 9 0 Z; WAYA,T11 ROM( L fiLKNR101.E 11 -BMP -0001 SCALE: NTS. 101 PAGE DESCRIPTION: 0.066' THICK -- ASTM A283 STEEL, TYP. 0TY.19' P. (3)-412 SAE GRADE 5--- SHEET METAL SCREWS AT TOP OF SLOT, TYP. 0.75'-' ! 'J6. E1" CLIP ISOMETRIC DETAIL 4 'FOR ANY CLIP LONGER THAN 10' UTILIZE (5) 012 SAE GRADE 5 SHEET METAL SCREWS (PROVIDE 2 -MIN. SHEET METAL SCREWS AT THE TOP OF THE CLIP) TYR. %P0 HOLE, WITH ANCHOR FROM 1' CLIP ANCHOR SCIIEDULE, TYP. 00 N.T.S. 0.125'i / 3 Ir 0.113"THICK 1,1 ASTM A283�' - STEEL, TYP. j� 4 E VV :� VV ®Y� Uo (OTHER DIMENSIONS SIMILAR) (3)-412 SAE GRADE 5 SHEET METAL SCREWS AT TOP OF SLOT, TYP. //,,' SPO HOLES, NOT TO % 1 6E USED FOR ANCHORS, TYP. !� ,<(''''- .375" 0.75'-r 0D. FACTORY -MILLED ;.".,"LT [TOLES; y UTILIZE ANCHORS FROM 2" CLIP ANCHOR SCHEDULE, TYP. x0.50' 0.50' %‘,)Q 0.50' ISOMETRIC 2" CLIP ISOMETRIC DETAIL N.T.S. ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM hOUSING UNITS SHALL BE 6003-15 MIN. ALUMINUM SHEE1 WITH Fly=30 651, 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SI -ALL BE 33ASI M111. STEEL, GRADE 33, 22CA MIN. (t=0.0299'), 0.068' THICK ASTM A283 STEEL CUP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CUP, NO SPACE PERMITTED, TYP. (3)-612 SAE GRADE 5 SHEET METAL SCREWS THROUGH CLIP• TO _MECHANICAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. f 3/R/ // 1 j / , ; `- SUBSTRATE PER ANCHOR SCHEDULE (VARIES) ANCHOR PER ANCHOR SCHEDULE 1" TIE -DOWN CLIP ANCHOR DETAIL MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fly=3U K51, 0.125" MIN. THICKNESS, STEEL 53USING UNITS SHALL BE 33K5I MIN, STEEL, GRADE 33, 22CA MIN. 4=0.0299'). 0.113' THICK ASTM—., A283 STEEL CLIP, TYP. BASE OF UNIT SHALL j BE FLUSH WITH BASE " OF CUP, NO SPACE PERMITTED, TYP. DETAIL CLIP IS DESIGNED FOR FULL CONTACT- WIT H THE BASE OF EACH MECHANICAL UNIT, TYP. (3)-412 SAE GRADE 5 SHEET METAL SCREWS THROUGII CUP TO MECHANICAL HOUSING UNIT BI DIMERS. PROVIDE (5) PINCHES MIN. FAST THREAD PLANE FOR EACH SHS, TYP. S2CH UULE RS PER ANCHOR 3/6"'' i . SUBSTRATE PER ANCHOR SCIIEDULE (VAIUES) 2" TIE -DOWN CLIP ANCHOR DETAIL 3'-1'-0' DETAIL CLIP I5 DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP, Z FLOFODA STATCVlIDE APPROVAL Curr ilw'414LR1PNiC0I.E 11-13MP-0001 SCAIE. NTS (Ol PAGE UL5UIlPT1011: J 'Property Search Application - Miami -Dade County Page 1 of 8 Address Owner Name Folio SEARCH: 318 NE 101 ST PROPERTY INFORMATION Folio: 11-3206-013-5310 Sub -Division: MIAMI SHORES SEC 1 AMD Property Address 318 NE 101 ST Miami Shores, FL 33138-2425 Owner FIDEL L RAMOS (TRUST) Mailing Address 318 NE 101 ST MIAMI, FL33138-2425 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Suite http://www.miamidade.gov/propertysearch/ 3/19/2015 II, • SERVICE, A/AMERICA �. CONDITIONING Cu tomer Nam CorOorate office 2755 NW 63rd Court • Ft. Lauderdale, FL 33309 WWW°serviceamerica.com e • u. SALES AGREEMENT 371 b132 Account/Contract 1: Email Address: p� Address. Installation o N a- , (:) Sy ._.�` SYstem Typ- Spli Condenser Location: J Ground U Roo Pack 9. Home phony. CI Other phone: Bldg: U Water Source U Crane Needed CONTROLS & LEC RIC 17 ermostat Type: Digital O Programmable Wiring: U Thermostat LI Disconnect Box J Smoke Detector Installation Information: Replace Circuit Breaker: U Air Handler: Size Type U Condenser: Si a Type I'Heater: Size '0 1r88g_201-5759 pate - i5 S S -p.# Ad® rniaft\: 010 Z -S Apt: City: Straight Cool J Heat Pump _# of Stories Air Handler Location: J Garage J Attic ZIP: O8 SPECIFICATIONS' �. • RA ' = 't '8 REF IG Close Condensate Drain Hook-up: I{/Primary O New Condensate Pump O Slab U uxiliary dram pan C7 Horizontal dram pan Auxilary float safety switch C1 Refrigerant copper liquid line size: C] Refrigerant copper suction line size: U Gas pipe from // CI Refrigerant line cover 6(410A Flush J Secondary All work performed in accordance with existingcodes. Includes all re resistant vibration/isolation pads, hurricane strapping and removal of old d umefor work performed by us. Mounting hardware for installation, weather equipipmennt. Make Tons LI SEER _A_ - BTU 4 E DDD KWH _= Model A/H 4g2,1StARj Model Cond1 y A Price Make Tons BTU KWH Model A/H Model Cond Price SEER System Investment Install Kit Crane Rebates/Credits Utility Service America Other Replacement Credit Recommendations: Insulation Duct Cleaning UV Light Other Administrative Fee (non.mfundabk) Total Investment Down Payment Balance Due Lk -,11 , o0 '2(,7 00 " g00.0o ",1111.00 00 3t1\\.0D Installation Date: 3 20-15 System Make Tons SEER BTU KWH Model A/H Model Cond Price WARRANTIES SAE Parts & Labor Warranty A/H lSAE Parts & Labor Warranty Cond. 1 Mfg.'s Warranty on Compressor Iii (Mfg.'s Warranty on Outdoor Coil 1 0 ltvlfg.'s Warranty on Indoor Coil 1 0 Od Mfg.'s Warranty Parts 1 0 Yrs. Yrs. Yrs. Yrs. Yrs. Yrs. PAYMEN'1NFORMATION 11.11111011. Method of Payment: ❑ Cash ❑Financing ❑ Credit Card Check # CC Type 0 Visa ❑ MC 0 Discover Credit Card # Expiration Date. Signature° CSV# Financing Company: Terms: 1 accept this Sales Agreement and the specifications and conditions above. You are authorized to perform work as specified. Itis agreed and understood by the parties that all equipment which is sold pursuant hereto shall not become fixtures or part of the real es ate where they are placed until payment n full is received, Buyers right to cancel: You the Buyer may cancel this transaction without penalty or obligation at any time prio to midnight of the third business day after the date of this transaction by proper notification. Payment due to installers in full upon completion of/natal/aeon. My signature acknowledges acceptance of the terms above. l have read and understand all information on the front and back of this Sales A9reement>� Customer Signatur-• du 0 j 4" Date: Comfort Consultant: t: ( I G * t 2... Ladder required for inspection: O Yes O No Size: rue LIU's CAC014619, EC0002822, CFC056891 White Copy - Office • Yellow Copy - Customer • Pink Copy - Finance • Gold Copy Feb 2014 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 LEVINSON, RICHARD MARC SERVICE AMERICA ENTERPRISE, INC. 2755 NW 63RD COURT FORT LAUDERDALE FL 33309 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR (850) 487-1395 STATE OF FLORIDA DEPARTMENT OFF BUSINESS AND PROFESS' ( AL REGULATION CAC014619; 07/05/2016 �i"'" CERTIFIED AIR LEVINSON, RIC ;C C SERVICEAMERI AIS Tf r42 ,INC. IS ,CERTIFIED under the provisions of Ch.489..,FS. Exp,�ira,tion date AU�G31 2018 L1607050000659 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSINGBOARD LICENSE NUMBER CAC014619 The CLASS HAIR CONDITIONING CONTRAC Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,,2018 LEVINSON, RICHARD MA SERVICE AMERICA ENT 2755 NW 63RD COUP FORT LAUDERD L 33309 ISSUED: 07/05/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607050000659 AMR 15 CERTIFICATE OF LIABILITY INSURANCE 1/1/2018 DATE (MM/DD/YYYY) 12/30/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or 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 Lockton Companies 444 W. 47th Street, Suite 900 Kansas City MO 64112-1906 (816) 960-9000 INSURED SERVICE AMERICA ENTERPRISE, INC. 1406740 2755 NW 63RD COURT FORT LAUDERDALE FL 33309 CONTACT NAME: PHONE (A/C. No. Ext): 1 FAX (A/C, No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : ALLIED Property and Casualty Ins. Co. 42579 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 13818228 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE INSD R SWVD POLICY NUMBER POLICY EFF (MMIDDlVYYY) POLICY EXP (MMIDDIYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY N N ACPGLP03017432576 1/1/2017 1/1/2018 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 300,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GE AGGREGATE POLICY OTHER: LIMIT APPLIES PRO - PRO PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ A AUTOMOBILE X X LIABILITY ANY AUTO OWNSD ONLY HIRED AUTOS ONLY X SCHEDULED NON -OWNED AUTOS ONLY N N ACPBAPD3017432576 1/1/2017 1/1/2018 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ XXXXXXX BODILY INJURY (Per accident) $ XXXXXXX PROPERTY DAMAGE (Per accident) $ XXXXXXX $ XXXXXXX UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE NOT APPLICABLE EACH OCCURRENCE $ XXXXXXX AGGREGATE $ XXXXXXX DED RETENTION $ $ XXXXXXX WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A NOT APPLICABLE PER OTH- STATUTE ER E.L. EACH ACCIDENT $ XXXXXXX E.L. DISEASE - EA EMPLOYEE $ XXXXXXX E.L. DISEASE - POLICY LIMIT $ XXXXXXX DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) THIS CERTIFICATE SUPERSEDES ALL PREVIOUSLY ISSUED CERTIFICATES FOR THIS HOLDER, APPLICABLE TO THE CARRIERS L STED AND THE POLICY TERM(S) REFERENCED. EVIDENCE OF COVERAGE. RICHARD LEVINSON CAC014619, ALLEN STEINMAN CFC057026, TODD PERLMUTTER EC00002822. CERTIFICATE HOLDER CANCELLATION 13818228 Village of Miami Shores 10050 N.E. 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIV ACORD 25 (2016/03) © 1988 015 ACORD CORPORATION. All rights reserved. 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