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MC-14-369Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207944 Permit Number: MC- 2- 14-369 Scheduled Inspection Date: March 10, 2014 Inspector: Perez, JanPierre Owner: , Job Address: 38 NW 109 Street Miami Shores, FL 33168- Project: <NONE> Contractor: AIROLOGY INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1121360110200 Phone: (754)366 -5380 tsunaing uepanment comments 5 TON AC CHANGEOUT Infractio Passed Comments INSPECTOR COMMENTS False q� 3 110(Ii Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 10, 2014 For Inspections please call: (305)762 -4949 Page 19 of 24 F` 3(jL1 114 -- '-" Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: MECHANICAL JOB ADDRESS: Q City: Miami Shores County: Folio/Parcel #: FEB 2 6 2114 i BY: ! FBC 20 10 Permit No. Master Permit No.') G `� ^369 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee City: State: enant/Ussee Name: Phone #: Email: CONTRACTOR: Company Name: Address: 5 City: 1 L AZI —State: - Zip: 3 --> c3 Qualifier Name: �� % /mil l2 ®� j '� ja �� Phone #: State Certification or Registration #: C 19 C- / / y1. Certificate of Competency #: Contact Phone #: Emai. A'ddr =ess�: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $_� 1�7 . Square/Linear Type of Work: DAddress Description of Work: ❑Alteration QNew of Work: ❑Demolition ��r�r�a, �, �, �, xarr�•, r, �, � *,r�,�,y,�,r,rtr,r.,rer,�,�,rar *,err *,t,���r �5,� w, xta�rvr*, r, r, �, r�r�rar, �a. t, r.*• rt, �, � ,r,r,�a,�,x,a,�,u,�,r,�,rw *,�,� Submittal Fee $ �D , �� Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radom Fee $ DBPR $ Bond $ Notary $ Traluing/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ F. .. . Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Ar r9 Mortgage Lender's Address City state Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE COMMENCEMENT MAY RESULT IN YOUR OF TWICE OF IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OB TAIN FOR FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BE RECORDING YOUR NOTICE OF COMMENCEMENT." FORE Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must py 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 Own or Agent The foregoing instrument was acknowledged before me this day of �. , 20 [ , by P a, 1—!G C;- -1 0 a� - , who is personally know„ co me or who has produced_______ As identification and who did take an oath. NOTARY PUBLIC: i e , Sign: Print: My Commission Signature - Contractor The foregoing instrument was acknowledged before me this r` day of —ke , 20 / , by t �e who is Rersonally to me or who has prod ced CHANDY POINT DU JOUR NOWY Pubft • Slate of (loft MY Comm. E300 Dec 29, 2011 Commtaaion r FF 79849 APPROVED BY �� Plans Examiner Structural Review (Revised 3 /1212012kRevised 07 /10 /07)(Revised 06 /10/2009NR,,mm nn cmo, as identification and who did take an oath. NOTARY PUBLI ;�+`"�•p"e��: S116A® MAidSC3R �t MY COMMISSION #FF6•168 � Sign: % g � Print: MY Commission Expires: Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 : (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA Fax 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): <;� to City: Miami Shores Village County: Miami Dade Zip Code: 3 3 1 (060 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO 0 ARHI Sheet Attached: YES [K NO ❑ Contract Attached: YES [a 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 35- 3. Voltage of Circuit 208/240 480):^ 4. Size Disconnecting ! T Contractor's Company Name: / se �® ©_> ���G Phone: State Certificate or Registration N. C yq( / R" / Certificate of Competency N. Signature Date: (Qualifier's signature only) UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL # / 3 KW HEAT NOM TONS AHU CU PKG 1 M.C.A AHU CU PKG AHU CU PKG 2 M.O.P Mga2 ,35 CU 45 PKG AHU CU PKG 3 VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES O YES NO REPLACING THERMOSTAT YES 0 YES NO NEW 4 °CONCRETE SLAB YES YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 35- 3. Voltage of Circuit 208/240 480):^ 4. Size Disconnecting ! T Contractor's Company Name: / se �® ©_> ���G Phone: State Certificate or Registration N. C yq( / R" / Certificate of Competency N. Signature Date: (Qualifier's signature only) FEB-B6-2014 09 :57 FFM M: I TO:9543431019 P.1/1 jolt) a J. -.,�• t�l�■� ":i7 f_. � l�l '�- 1'_•, ili�l� !!i iii �� �•��1..- lc.l l.7., :I 1 }; 1 - r 1': 1. �M_ I`.i17 iifil �#1�■�1S,Y '-! � -� •�,is ■ -�: tau 1i1i1 3 WME SHOM VRlAYGEI SHOULDAWOPTRABOWDESCRI FU MMBEi LLMFRB pBp TIC OURMIM DATE 7 . maim V" a onomm m f+i�s�iA � ;{ At�r�,�oata9t � ' r' AtliiiOR�D A1tE BIAMIE PAS AGMM U CAMaM) ;i 11 * ACM Hama mW hW are afACML 08-15-2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DIVISION OF WORKERS' COMPENSATION OMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS` COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 08/15/2012 PERSON: TURNER FEIN: 273282223 . BUSINESS NAME AND ADDRESS: AIROLOGY INC 5480 NW 11TH STREET #204 PLANTATION FL 33317 SCOPES OF BUSINESS OR TRADE: 1- HEATING, VENTILATION, AIR -CONO EXPIRATION DATE: 08/15/2014 , KIMROY IMPORTANT: Pursuant to Chapter 440 . 061141, F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.0611121, F.6„ Certificates Of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.06113), F.6., Notices of election to be exempt and certificates of election to be exempt shell be subject to revocation if, at any time eater the filing of the notice or the Issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 - . -_ -__ .,.,�.. ■frwt<v �.vurvF-i-LU6iRL- CiUWr4r_00 -IiAA Kr.Lir_iirl_._- __- ___________ 115 S. Andres Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1885 — 954- 831 -4000 V'A'LID OCTOBER 1, 2013 THROUGH SEPTEMBER 30, 2014 IBA: r1IROIeQGY.IIdC. Receipt #:HEATi /IRCOI�FDITI(3N CO Business Name. Business Type: is /C) Owner Name: KxDmoY Tmxm Business Opened :o8 /18/2010 Business Location: 5480 NW 11TH STREET STE 204 St'ate1C0unty 1CeVMe9:eAC1816617 PI .ZQNTATIOX Exernption Code: Business Phone: 754 -36'6 -5380 Rooms seams Employees Machines Professionals 1 For Vew tng Business @may Ntemim►ef M�wMin�• 11 THIS RECEIPT DUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is WVIed for the privilege of doing business wi#un Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning VMEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is In compliance with State or local laws and regulations. Mailing Address: KIMROY TURNER Receipt #O1C -13- 00000334 i 5480 NW 11TH STREET STE 204 Paid 10/08/2013 29.70 PLAP7TATION, FL 33317 5 2013 -2014 Generated by CamScanner Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost I Tatal Paid 27.001 0.00 - 0.00 1 2-701 0.00 0.001 29.70 11 THIS RECEIPT DUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is WVIed for the privilege of doing business wi#un Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning VMEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is In compliance with State or local laws and regulations. Mailing Address: KIMROY TURNER Receipt #O1C -13- 00000334 i 5480 NW 11TH STREET STE 204 Paid 10/08/2013 29.70 PLAP7TATION, FL 33317 5 2013 -2014 Generated by CamScanner HVAC Contract This Contract for Services is made effective as of �� , by and between MARIE G PIERRE (FGCC PROPERTY) of 15018 NE 6 AVE, N MIAMI, Florida 33161, and AIROLOGY INC of 930 SW 50TH AVE, PLANTATION, Florida 33317. DESCRIPTION OF SERVICES. Beginning on . AIROLOGY INC will provide to FGCC PROPERTY the following HVAC services (collectively, the "Services "): Vertical A/H / Closet; New Float Switch; Condenser on Ground; Hurricane Strap to code; Vibration Pads; System Start up and Test; Reconnect to Existing lines; insulate sQction lines; reconnect to existing drain lines; Reconnect to existing electrical; Reconnect to existing duct work; Permit included; and remove old Equipment from premiseg MANUFACTURER: //a TONNAGE S.E.E.R 1"7.5 CONDENSER UNIT a g /4 0 "go/ AIR HANDLER UNIT HEATER T ° All services shall be performed at 38 NW 109 STREET, MIAMI SHORES, Florida 33168. SCOPE OF WORK. AIROLOGY INC shall provide all labor and materials, to do the above described HVAC services in the FGCC PROPERTYs property. PAYMENT. Payment shall be made to AIROLOGY INC, PLANTATION, Florida 33317, in the amount of $2,600.00 upon completion of the services described in this Contract. In addition to any other right or remedy provided by law, if FGCC PROPERTY fails to pay for the Services when due, AIROLOGY INC has the option to treat such failure to pay as a material breach of this Contract, and may cancel this Contract and/or seek legal remedies. TERM. This Contract will terminate automatically upon completion by AIROLOGY INC of the Services required by this Contract. PERMITS: AIROLOGY INC shall apply for and obtain such permits and regulatory approvals as may be required by the local municipal/county government, the cost thereof shall be included as part of the Payment to the AIROLOGY INC under this Contract. The FGCC PROPERTY will secure and pay for any easements, variances, zoning changes, necessary modifications of restrictive covenants, or other actions. INSURANCE: AIROLOGY INC shall maintain general liability, workers compensation and builder's risk insurance. Before commencing the work, AIROLOGY INC shall furnish a certificate of that insurance to the property FGCC PROPERTY. The FGCC PROPERTY shall maintain insurance covering the replacement cost of the improvements under this Contract in the event of loss through fire, casualty, storm or other disasters, and theft of materials from the site. Before work begins, the FGCC PROPERTY will furnish a certificate of that insurance to the FGCC PROPERTY. CHANGE ORDERS: FGCC PROPERTY may make changes to the scope of the work from time to time during the term of this Contract. However, any such change or modification shall only be made by written "Change Order" signed by both parties. Such Change Orders shall become part of this Contract. FGCC PROPERTY agrees to pay any increase in the cost of the HVAC services as a result of a Change Order. In the event the cost of a Change Order is not known at the time a Change Order is executed, the AIROLOGY INC shall estimate the cost thereof and FGCC PROPERTY shall pay the actual cost whether or not it is in excess of the estimated cost. ACCESS. The FGCC PROPERTY will allow free access to work areas for workers and vehicles and will allow areas for the storage of materials and debris. Driveways will be kept clear for the movement of vehicles during work hours. The AIROLOGY INC will make reasonable efforts to protect driveways, lawns, shrubs, and other vegetation. WARRANTY. AIROLOGY INC shall provide its services and meet its obligations under this Contract in a timely and workmanlike manner, using knowledge and recommendations for performing the services which meet generally acceptable standards in AIROLOGY INC's community and legion, and will provide a standard of care equal to, or superior to, care used by service providers similar to AIROLOGY INC on similar projects. The AIROLOGY INC further warrants that materials to be used are of good quality. The AIROLOGY INC will maintain all manufacturers warranties. The customer is limited to the manufacturers warranties (unless an extended warranty has been purchased) for defects in the manufacture of equipment, components and materials. All AIROLOGY INCs warranties are limited to a period of no more than.Uompressor 10 years; labor 1 year. The AIROLOGY INCs warranties are limited to the cost of labor and materials only, and exclude ordinary wear and tear or abuse by others. DEFAULT. The occurrence of any of the following shall constitute a material default under this Contract: a. The failure to make a required payment when due. b. The insolvency or bankruptcy of either party. c. -The subjection of any of either party's property to any levy, seizure, general assignment for the benefit of creditors, application or sale for or by any creditor or government agency. d. The failure to make available or deliver the Services in the time and manner provided for in this Contract. COMPLETION OF SERVICES. Upon the completion of the HVAC services by the AIROLOGY INC, AIROLOGY INC shall see to it that FGCC PROPERTYs property is restored to the condition they were in prior to the entry by the AIROLOGY INC, and the AIROLOGY INC shall see to it that all portions used by the AIROLOGY INC during the term of this Contract shall be broom clean and free of debris. SIGNATORIES. This Agreement shall be signec n behalf of �QCC PROPERTY by Marie G. Pierre, Owner and on behalf of AIROLOGY INC bye' tive as of the date first above written. Service Recipient: MARIE G PIERRE By: Marie G. Pierre Owner Service Provider: AIROLOGY INC y M P INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP CAPACITIES: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS $F j I 12 MAX 3° �. TYP. l HOST STRUCTURE DESIGN BY OTHERS - . .. SEE TIE -DOWN SCHEDULES FOR - l9 9 ���• ALLOWABLE SUBSTRATES. NOTE: WOOD M3N 1 MEMBERS MAY NOT BE USED FOR ROOF -TOP APPLICATIONS PER FBC 1522. �•,!/ / \ \ \\ "`SSS 3 ' - .,.nJN5� IE -DOWN CLIP DIRECTIVE EXAMPLE (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEETS 2E13 FOR TIE -DOWN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA - 36° TALL x 36° DEEP x 24' WIDE, 150 LB WEIGHT AS VERIFIED BY OTHERS, INSTALLED TO 3192 KSI MIN. CONCRETE AT GRADE AS VERIFIED BY OTHERS. STEEL TIE -DOWN CLIPS. SEE DETAIL 1/4 & 2/4 IN ADDITION TO TIE -DOWN SCHEDULE FOR CLIP INFORMATION, TYP. TO THE CONCLUSION: MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE- 40PSF (COMPARE THIS VALUE TO THE SEPARATE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BY LICENSED ENGWEER OR REGISTERED ARCHITECT,' NOT INCLUDED IN THIS CERTIFICATION) 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING _,. ... '''1SDLB MIN. WEIGHT, 2. NO 33 -W-1. INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. MECHANICAL UNIT 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST *TEL 01970387A. #TEL 01970387B BY TESTING EVALUATION Q REPORTS INC.. NO SUB57f MONS WITHOUT WRITTEN APPROVAL BY PER SEPARATE LABORATORIES, THIS ENGINEER SHALL BE PERMITTED. W a 9 3 LR 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY ......./ CERTIFICATION, TYP. CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. tCENTER OF GRAVITY ASSUMED 70 ACT AT THE S. REQUIRED LATERAL AND /OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE 0'w WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE- SPECIFIC .tea O g BASIS IN ACCORDANCE WITH THE GOVERNING CODE. GEOMETRIC CENTER OF THE 6. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL -' UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL - SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MECHANICAL UNIT. MECHANICAL UNIT MUST BE MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY V I .. ` SEE DESIGN SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES. tZ-L d CARBON STEEL ONLY, INSTALLED TO 3192 KSI MIN CONCRETE. SEE ANCHOR I iCENTER OF 5CF{ ®(I(E FOR '-..� �. I GRAVITY ~` MAXIMUM SURFACE AREA AND DESIGN L3 a SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE 3p APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. m C g PRESSURE, TYP. $F j I 12 MAX 3° �. TYP. l HOST STRUCTURE DESIGN BY OTHERS - . .. SEE TIE -DOWN SCHEDULES FOR - l9 9 ���• ALLOWABLE SUBSTRATES. NOTE: WOOD M3N 1 MEMBERS MAY NOT BE USED FOR ROOF -TOP APPLICATIONS PER FBC 1522. �•,!/ / \ \ \\ "`SSS 3 ' - .,.nJN5� IE -DOWN CLIP DIRECTIVE EXAMPLE (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE WIND PRESSURE FOR ANY GIVEN MECHANICAL DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEETS 2E13 FOR TIE -DOWN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA - 36° TALL x 36° DEEP x 24' WIDE, 150 LB WEIGHT AS VERIFIED BY OTHERS, INSTALLED TO 3192 KSI MIN. CONCRETE AT GRADE AS VERIFIED BY OTHERS. STEEL TIE -DOWN CLIPS. SEE DETAIL 1/4 & 2/4 IN ADDITION TO TIE -DOWN SCHEDULE FOR CLIP INFORMATION, TYP. TO THE CONCLUSION: MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE- 40PSF (COMPARE THIS VALUE TO THE SEPARATE SITE SPECIFIC REQUIRED DESIGN WIND PRESSURE PROVIDED BY LICENSED ENGWEER OR REGISTERED ARCHITECT,' NOT INCLUDED IN THIS CERTIFICATION) 1. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. Iro, 2. NO 33 -W-1. INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. W y Zr^Q 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST *TEL 01970387A. #TEL 01970387B BY TESTING EVALUATION Q REPORTS INC.. NO SUB57f MONS WITHOUT WRITTEN APPROVAL BY U L m Z al LABORATORIES, THIS ENGINEER SHALL BE PERMITTED. W a 9 3 LR 4. ALLOWABLE DESIGN PRESSURES TO QUALIFY CAPACITY OF CLIPS AS LISTED HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND RATIONALLY _ W p 3$ 8 CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. In CC S. REQUIRED LATERAL AND /OR UPLIFT DESIGN PRESSURES CALCULATED FOR USE 0'w WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A SITE- SPECIFIC .tea O g BASIS IN ACCORDANCE WITH THE GOVERNING CODE. ° 6. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL - SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY V OF THE CONTRACTOR. 7. FASTENERS TO BE #12 X %* OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, tZ-L CARBON STEEL ONLY, INSTALLED TO 3192 KSI MIN CONCRETE. SEE ANCHOR L3 a SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE 3p APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. m C g 8. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) WITH TV - 33 KSI OR m z s BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH 0 AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION IN P ACCORDANCE WITH THE 2010 FBC SECTIONS 2203.2 AND 2220. G90 -RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. Q Gj 9. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A AND z MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4° MIN. THICK SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI, UNLESS NOTED L1,J o a d p OTHERWISE 10. ALL WOOD MEMBERS SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE v In Z 8 Q GRADE 02 WITH SPECIFIC GRAVITY G - 0.55 OR GREATER. DIRECT CONNECTION TO WOOD MEMBERS /SLEEPERS IS NOT PERMITTER) FOR ROOF -TOP APPLICATIONS PER FBC SECTION 1522. 0 g 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM ES Im DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, I.E. ALUMINUM PER F.B.C. � 2003.8.4. 12, ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. .. x 13. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT A �® INCLUDED IN THIS CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, sg 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 THIS DOCUMENT. 15, WATER - TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL a RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL g ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS ° 088 RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY �g WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS F�87rtIn�OPP WATER - TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING li -BMP -0001 CONTRACTOR. a l" STEEL CLIP TIE -DOWN SCHEDULE: AT GRADE INSTALLATIONS: 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -912 SAE GRADE 5 SHEET METAL SCREWS. ((S) -SHEET METAL SCREWS REQUIRED FOR LANG CLIPS, SEE DETAIL 1(4,) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITH Fty-30 KSI, 0.125° MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t- 0.0299'). 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAYBE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE I- CLIP. 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. ANCHnR SrHmi ji F. SUBSTRATE ANCHOR CONCRETE: (1)-/4°E CARBON STEEL ITW BUILDEX TAPCON, V/4' FULL EMBED TO CONCRETE, 2W MIN. (4- THICK MIN, 3192KSI MIN.) EDGE DISTANCE, Y MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: (J )-914 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. (0.125 - MIN. THICK, 6061 -T6 MIN. ALUMINUM) PASTTHREAD PLANE FOR SHEET METAL SCREW. STEEL: (1)-914 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (S) PINCHES MIN. PAST (0.125° MW. THICK, 33 KSI MW. STEEL) THREAD PLANE FOR SHEET METAL SCREW. SEALED WOOD: (1) -914 SAE GRADES WOOD SCREW TO WOOD MEMBER, PROVIDE 1 %' MIN. THREAD (SOUTHERN YELLOW PINE, G-O.SS OR BETTER) mom ^ 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 9 FT' 92 FP 67 PSF S0 PSF 67 PSF 67 PSF 100 PSF 100 PSF 100 PSF - 50 PSF SO PSF 99 PSF _ 99 PSF 99 PSF 38 PSF 38 PSF 38 PSF 74 PSF 74 PSF 74 PSF 20 FP 25 FT' 60 " MAX �4. "MIN 41 PSF 41 PSF _ 41 PSF _ 80 PSF 80 PSF 80 PSF __ 33 PSF 33 PSF 33 PSF 64 PSF 64 PSF 64 PSF _ 30 FT' __ -... 3B FP 27 PSF �'Z 27 PSF 53 PSF S3 PSF _ 53 PSF 44 PSF 44 PSF _ 44 PSF zi 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -912 SAE GRADE 5 SHEET METAL SCREWS. ((S) -SHEET METAL SCREWS REQUIRED FOR LANG CLIPS, SEE DETAIL 1(4,) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITH Fty-30 KSI, 0.125° MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t- 0.0299'). 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAYBE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE I- CLIP. 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. ANCHnR SrHmi ji F. SUBSTRATE ANCHOR CONCRETE: (1)-/4°E CARBON STEEL ITW BUILDEX TAPCON, V/4' FULL EMBED TO CONCRETE, 2W MIN. (4- THICK MIN, 3192KSI MIN.) EDGE DISTANCE, Y MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: (J )-914 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. (0.125 - MIN. THICK, 6061 -T6 MIN. ALUMINUM) PASTTHREAD PLANE FOR SHEET METAL SCREW. STEEL: (1)-914 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (S) PINCHES MIN. PAST (0.125° MW. THICK, 33 KSI MW. STEEL) THREAD PLANE FOR SHEET METAL SCREW. SEALED WOOD: (1) -914 SAE GRADES WOOD SCREW TO WOOD MEMBER, PROVIDE 1 %' MIN. THREAD (SOUTHERN YELLOW PINE, G-O.SS OR BETTER) .EDGE DISTANCE, 1' MUM. END DISTANCE. 2" STEEL CLIP TIE —DOWN SCHEDULE: AT GRADE INSTALLATIONS: ANCHOR SCHEDULE NOTES: 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. TABLE LEGEND: - DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE ® - DENOTES VALUES NOT APPROVED FOR USE MAXIMUM SURFACE AREA OF UNIT''' LARGEST FACE UNIT HEIGHT UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WIND PRESSURE ANCHOR TO HOST STRUCTURE 1 CUP AT EACH CORNER (TOTAL OF 4 CLIPS PER UNIT) 2 CLIPS AT EACH CORNER (TOTAL OF 8 CLIPS PER UNIT) SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL WOOD SCREW TO WOOD SHEET METAL ALU CREW SHEET METAL SCREW TO STEEL WOOD SCREW TO WOOD q FTa B F7' 48 " MAX 24 " MIN 100 PSF 100 PSF ^ 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 100 PSF 9 FT' 92 FP 67 PSF S0 PSF 67 PSF 67 PSF 100 PSF 100 PSF 100 PSF - 50 PSF SO PSF 99 PSF _ 99 PSF 99 PSF 38 PSF 38 PSF 38 PSF 74 PSF 74 PSF 74 PSF 20 FP 25 FT' 60 " MAX �4. "MIN 41 PSF 41 PSF _ 41 PSF _ 80 PSF 80 PSF 80 PSF __ 33 PSF 33 PSF 33 PSF 64 PSF 64 PSF 64 PSF _ 30 FT' __ -... 3B FP 27 PSF 27 PSF 27 PSF 53 PSF S3 PSF _ 53 PSF 44 PSF 44 PSF _ 44 PSF 1. TIE-DOWN CUPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -012 SAE GRADE 5 SHEET METAL SCREWS. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 606346 MIN. ALUMINUM SHEET WITH RY -30 KSI, 0.125 MIN. THICKNESS, 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t =0.02997. 3. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UT1112ED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC ENGINEERING. ANrHnR SCHF=ni ji r-- SUBSTRATE ANCHOR ALUMINUM: (2) -014 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. PAST (0.125' MIN. THICK, 6061 -T6 MIN. ALUMINUM) THREAD PLANE FOR SHEET METAL SCREW. STEEL: (2) -914 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST (0.125' MIN. THICK, 33 KSI MIN. STEEL) THREAD PLANE FOR SHEET METAL SCREW. SEALED WOOD, 1.1(2' MIN THICKNESS: (2) -914 SAE GRADE 5 WOOD SCREW TO WO00 MEMBER, PROVIDE I)4° MIN. THREAD (SOUTHERN YELLOW PINE, G -0.55 OR BETTER) PENETRATION, I° MIN. EDGE DISTANCE, 1' MIN. END DISTANCE. ANCHOR SCHEDULE NOTES: 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. TABLE LEGEND: , % - DENOTES VALUES NOT APPROVED FOR USE Lu X Qau. V, 'c co �S pW- U z J i R" 02le!� p aJ � H n ZE g � a Lu ��a" a m 11 -BMP -0001 0 0.068° THICK ASTM A283 STEEL, TYP. -FOR ANY CLIP LONGER THAN 10° UTILIZE (5) -532 SAE GRADE 5 SHEET METAL SCREWS (PROVIDE 2 -MIN, SHEET METAL SCREWS AT THE TOP OF THE CLIP) TYP. 2 O G SHEET MEASRCARDEWE y IIIIfII / Y4 0 HOLE, WITH AT TO P F BT ANCHOR FROM 1" CLIP ANCHOR 0.75° SCHEDULE, TYP. I" CLIP ISOMETRIC Di I N.T.S. 0.125° / 0.113° THICK L A283 STEEL, TYP Q m °a 8.75° Q FACTORY- MILLED y, "0 HOLES; UTILSZE ANCHORS FROM 2" CLIP ANCHOR SCHEDULE, TYP. (OTHER DIMENSIONS SIMILAR) ISOMETRIC (3) -012 SAE GRADE 5 SHEET METAL SCREWS AT TOP OF SLOT,TYP. Y4'0 HOLES, NOTTO BE USED FOR ANCHORS, TYP. 8.50° 2" CLIP ISOMETRIC DETAIL q N.T.S. ISOMETRIC (3) -532 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. /—ANCHOR PER ANCHOR SCHEDULE ..;'j SUBSTRATE PER ANCHOR _0 . ,.. SCHEDULE (VARIES) I" TIE —DOWN CLIP s ANCHOR DETAIL L( 3° a 1'-0° DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, 7YP. 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 (3 )-512 SAE GRADE 5 SHEET METAL 33KSI MIN. STEEL, GRADE 33, 22GA MIN. SCREWS THROUGH CLIP TO (t=0.0299°). CAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN. / PAST THREAD PLANE FOR EACH SMS. TYP. 0.113° THICK ASTM j A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH 3/8 (2) ANCHORS PER ANCHOR WITH BASE - SCHEDULE OF CLIP, NO SPACE � PERMITTED, TYP. �r -1 J / i SUBSTRATE PER ANCHOR SCHEDULE (VARIES) 2" TIE -DOWN CLIP 4 ANCHOR DETAIL DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. n Wavl �Qq#01 �. oa A� ow.. � w •• U MECHANICAL UNIT BY OTHERS. ALUMINUM I HOUSING UNITS SHALL BE 6063 -T6 MIN. � ALUMINUM SHEET WITH Fry -30 KSI, 0.125° MIN. Rai THICKNESS, STEEL HOUSING UNITS SHALL BE 33KSI MIN, STEEL, GRADE 33, 22GA MIN. 7 (t ®0.0299 °). oZ .., O J O 0.068° THICK ASTM- Z A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE n Gz H OF CLIP, NO SPACE PERMITTED, TYP. (OTHER DIMENSIONS SIMILAR) ISOMETRIC (3) -012 SAE GRADE 5 SHEET METAL SCREWS AT TOP OF SLOT,TYP. Y4'0 HOLES, NOTTO BE USED FOR ANCHORS, TYP. 8.50° 2" CLIP ISOMETRIC DETAIL q N.T.S. ISOMETRIC (3) -532 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. /—ANCHOR PER ANCHOR SCHEDULE ..;'j SUBSTRATE PER ANCHOR _0 . ,.. SCHEDULE (VARIES) I" TIE —DOWN CLIP s ANCHOR DETAIL L( 3° a 1'-0° DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, 7YP. 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 (3 )-512 SAE GRADE 5 SHEET METAL 33KSI MIN. STEEL, GRADE 33, 22GA MIN. SCREWS THROUGH CLIP TO (t=0.0299°). CAL HOUSING UNIT BY OTHERS. PROVIDE (5) PINCHES MIN. / PAST THREAD PLANE FOR EACH SMS. TYP. 0.113° THICK ASTM j A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH 3/8 (2) ANCHORS PER ANCHOR WITH BASE - SCHEDULE OF CLIP, NO SPACE � PERMITTED, TYP. �r -1 J / i SUBSTRATE PER ANCHOR SCHEDULE (VARIES) 2" TIE -DOWN CLIP 4 ANCHOR DETAIL DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. n Wavl �Qq#01 �. oa A� ow.. � w •• U I Z � Rai � J n z a� $ O O2IL~ O Z n Gz H E m ui bPfNGMFPoEGiL Al I1 RDDPE. ll -BMP -0001 5CALM KYA Ol ,ADE DE=n TrON, 4 IC V STEEL CLIP TIE -DOWN SCHEDULE., ROOF TOP MOUNTED INSTALLATIONS: SCREWS REQUIRED FOR LONG CLIPS, SEE DETAIL 114.) 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: ADDITIONAL ALLOWABLE UPLIFT: 9O LBS /CLIP 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063 -T6 MIN. ALUMINUM SHEET WITH "30 KSI, 0.125° MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t- 0.0299 '). (DESIGN TABLE ACCOMMODATES MAX 90LB/CLIP AS ADDITIONAL UPLIFT IN 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAYBE EQUIVALENT DUE TO THE LIMITING CAPACITY OF THE 1" CLIP. COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE - SPECIFIC FORCES. SEE ASCE 7 -10 SECTION 29.5 FOR MORE INFORMATION.) ENGINEERING. ALLOWABLE UnLIFr PER UNIT IS BASED ON ANCHOR SCHEDULE: THE NUMBER OF CLIPS UTILIZED x 90MCUP SUBSTRATE ANCHOR CONCRETE: (1)x"0 CARBON STEEL 1TW BUILDER TAPCON, 13/4" FULL EMBED TO CONCRETE, 2%" MIN. (4" THICK MIN, 3192KSI MIN.) EDGE DISTANCE, 3" MIN. SPACING TO ANY ADIACENTANCHOR. ALUMINUM: (1) -514 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (S) PINCHES MIN. (0.125° MIN. THICK, 6061 -T6 MIN. ALUMINUM) PAST THREAD PLANE FOR SHEET METAL SCREW. STEE L (1) -614 SAE GRADE 5 SHEET METAL SCREW TO STEEL PROVIDE (5) PINCHES MW. PAST (0.125" MIN. THICK, 33 KSI MIN. STEEL) THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. �2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 2" STEEL CLIP TIE -DOWN SCHEDULE: ROOF -TOP MOUNTED INSTALLATIONS: MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT H�'� UNIT WIDTH MAXIMUM ALLOWABLE LATERAL WIND PRBSURE ANCHORTO HOSTSTRUCTU (1) CLIP AT EACH CORNER (TOTAL OF 4 CLIPS PER UNIT) (2) CLIPS AT EACH CORNER (TOTAL OF 8 CLIPS PER UNIT) SHEET METAL SCREW TO ALUMINUM SHEET METAL SCREW TO STEEL SHEET METAL ALUMINUM SHEET METAL SCREW TO STEEL 4 FT' 8 FT' 48 " MAX 60 " MAX 24 " MIN 46 "MIN 300 PSF 100 PSF 100 PSF 100 PSF 84 PSF 84 PSF 100 PSF IOD PSF 8 FT' 12 FT' — _ 56 PSF 56 PSF 100 PSF _ 100 PSF -- 42 PSF - -- — — 42 PSF _ 82 PSF _ _ _ 82 PSF I8 FT' 20 FP _ 25 FP 31 PSF __... 34 PSF 31 PSF 61 PSF PSF .._ 34 PSF 67 PSF �81 67 PSF 27 PSF 27 PSF 53 PSF 93 PSF 30 F V 38 FP 44 PSF 44 PSF 37 PSF 37 PSF 1. TIE -DOWN CLIPS SHALL BE FASTENED TO MECHANICAL HOUSING UNIT WITH (3) -812 SAE GRADE 5 SHEET METAL SCREWS. 2. MECHANICAL HOUSING UNIT SHALL CONFORM TO THE FOLLOWING: 2.1. ALUMINUM HOUSING UNITS SHALL BE 6063 -TG MIN. ALUMINUM SHEET WITH Fty -30 KSI, 0.125° MIN. THICKNESS. 2.2. STEEL HOUSING UNITS SHALL BE 33KSI MIN. STEEL, GRADE 33, 22CA NUN. (t- 0.0299') 3. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED; FOR HIGHER DEMAND CAPACITIES CONTACT THIS ENGINEER FOR SITE- SPECIFIC ENGINEERING. ANCHOR SCHEDULE: SUBSTRATE I ANCHOR ALUMINUM: (2) -814 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PINCHES MIN. (0.125" MIN. THICK, 6661 -T6 MIN. ALUMINUM PAST THREAD PLANE FOR SHEET METAL SCREW. STEEL.• (2) -514 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PINCHES MIN. PAST (0.125° MIN. THICK, 33 KSI MIN. STEEL) THREAD PLANE FOR SHEET METAL SCREW. 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. EXAMPLE: 4 CLIPS x 90 LB/CLIP -360LS (REQUIRED UPLIFT DEMAND SHALL BE DETERMINED ON A SITE SPECIFIC BASIS BY LICENSED ENGINEER OR REGISTERED ARCHITECT,• NOTINCLUDED IN THIS CERTIFICATION) TABLE LEGEND: ® - DENOTES VALUES NOT APPROVED FOR USE ADDITIONAL ALLOWABLE UPLIFT: 90 LBS /CLIP (DESIGN TABLE ACCOMMODATES MAX90L8 /CLIP AS ADDITIONAL UPLIFT IN COMBINATION WITH UPLIFT CAUSED BY OVERTURNING FROM LATERAL FORCES. SEE ASCE 7 -10 SECTION 29.5 FOR MORE INFORMATION.) ALLOWABLE UPLIFT PER UNIT IS BASED ON THE NUMBER OF CLIPS UTILIZED x 90LB/CLIP EXAMPLE: 4 CLIPS x 90 LB /CLIP -360LS (REQUIRED UPLIFTDElAND Sl1ALL BE DETERMINED ON SIZE SPECIFIC BASIS BY LICENSED ENGINEER OR REGISTERED ARCNTTECI;• NOTINCIUDED IN THIS CERTTFIC4TIOly) TABLE LEGEND: ® - DENOTES VALUES NOT APPROVED FOR USE 108 1 yu�, a�LLLD N W OW.. LLI .O U z F-1 z O n tl (C•Zd� F � F —rzx^, o z z H D- 8 m 11 -BMP -0001 CALM KTA 101 'AGE DESCRIPTION, m � ate, Prepared by and return to: Carlos R Pena Tri County Title & 1rt4 Inc., d/b /a TRICO TITLE 3400 Lakeside DrIve, Suite 100 Miramar, Florida 33027 File Number. 13 -16834 General Warranty Deed OR Bk 20818 Pas 0390 - 391; (2p9s) RECORDED 09/12/2013 13:45 :19 DEED DOC TAX 540.00 HARVEY RUVIN, CLERK OF COURT MIAMI -BADE COUNTYe FLORIDA Made this August 9, 2013 A.D. By 1111degarde Reimers, a single woman, whose post office address is: 16223 86 Avenue, Jamaica, NY 11432, hereinafter called the grantor, to FGCC Property Investment, Inc., a Florida Corporation, whose post office address is: 5612 Hollywood Blvd., Hollywood, FL 33021, hereinafter called the grantee: (Whenever used herein the term °grantor' rmd "g►snW hmlude ep the pestles to this fiL mment end the heirs 1%W represgEtatives and aWgm of iudividuals, and the successors gad assigns of oorporadons) Witnesseth, that the grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Miami dada County, -Florida, vtz: Lot 4, Block 214, DUNNINCYS MIAMI SHORES EXTENSION NO. 7, according to the Plat thereof, as recorded in Plat Book 52, at Page 33, of the Public Records of Miami -Dade County, Florida. aWa: 38 NW 109th Street, Miami Shores, Florida 33168 Said property is not the homestead ofthe Gmntor(s) wader the laws and constitution of the State of Florida in that neither Grantors) or any members of the household of Quatm(s) reside thereon. Parcel M Number. 11-2LM-01 1-0200 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; duct the Factor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2012. DEW individual Warranty Reed With Non- Homotead-l-md on Fay Book288181Page390 CFN #20130726100 Page 1 of 2 P Prepared by and return to: Carlos R, Pena Tri Coualy'iitle 8t Trust, Inc., d/b/a. TRICO TITLE 3400 Lakeside Drive, Suite 100 Miramar, Florida 33027 File Number. 13- 16834' OR BK 28818 PG o391 LAST PAGE In Witness Whereof, the said grantor has signed and sealed these prevents the day and year first above written. ,Signets seated and delivered in our presence: Ajf IJ'LI AA;-v (seal) HUdegarde#telmers witness Printed Namafi;,HF rf T� (�S "L1 b&drew: 16223 86 Avenue, JamaiM, NY 11432 witness Prlr d Name Ste V >A 2e (am 'E,. t2 s stag of_. 1)ew NOV IC County of_E QU ee ns R The foregoing instrument was acknowledged before me this 9 day of August, 2013, by is/are personally known to axe or X who has produced V S DCt,��rsS I ,CG iii c DEED Individual Warranty Dad With Non HomesW Legal on Fan tulle A 1 . R aimws, a single women, [I-W50 1 qd' as identdoation. A fir. O .c . f,—a1 Lst..c X My comm] ecion Szpires PUR=8NIr Y0* Book28818 /Page391 GFN #20130726100 Page 2 of 2