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MC-15-1369 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL �. Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-236204 Permit Number: MC-6-15-1369 Scheduled Inspection Date: December 02,2015 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: SCOGGINS,BILLY Work Classification: A/C Replacement Job Address:270 NE 101 Street Miami Shores, FL 33138-2423 Phone Number Parcel Number 1132060134610 Project: <NONE> Contractor: SERVICE AMERICA ENTERPRISE INC Phone: (954)979-1100 Building Department Comments A/C CHANGE OUT 3 TONS 16SEERS Infractio Passed Comments INSPECTOR COMMENTS False I � � l Inspector Comments Passed IM Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 01,2015 For Inspections please call: (305)762-4949 Page 3 of 40 .:Pert - 5-9 i Miami Shores Village Perms ' ype..l4iechalnical 10050 N.E.2nd Avenue NE VIOsClacat�orl;�C i3 � er�T�nt Miami Shores,FL 33138-0000 l s Phone: (305)795-2204 = Pet�rtif alb'API' tVED y. }} Expiration: 12/20/2015 Project Address Parcel Number Applicant 270 NE 101 Street 1132060134610 BILLY SCOGGINS Miami Shores, FL 33138-2423 Block: Lot: Owner Information Address Phone Cell a BILLY SCOGGINS 270 NE 101 Street MIAMI SHORES FL 33138-2423 Contractor(s) Phone Cell Phone Valuation: $ 4,100.00 SERVICE AMERICA ENTERPRISE INC (954)979-1100 Total Sq Feet: 00 Tons:3 Available Inspections: Additional Info: Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work:A/C CHANGE OUT 3 TONS 16SEERS Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# MC-6-15-55868 DBPR Fee $2.15 06/23/2015 Check#:21887 $ 114.80 $50.00 DCA Fee $2.15 Education Surcharge $1.00 06/05/2015 Check#:21671 $50.00 $0.00 Permit Fee $143.50 Scanning Fee $9.00 Technology Fee $4.00 Total: $164.80 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 1 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 ce 'fy that he foregoi formation is accurate and that all work will be done in compliance with all applicable laws regulating construction and z ermor , uthorize th above-named contractor to do the work stated. June 23, 2015 Authorized Signature:Owner / Applica Contractor / Agent Date Building Department Copy June 23,2015 1 (rEI`�T , Miami Shores Village ` � JUN o5 2015 BuildingDepartment p BY:,,—'2 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ,�(FBC 20 /0 BUILDING master Permit NO./'/Il. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING 0 MECHANICAL [:j PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 270 NE 101 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-4610 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): BILLY SCOGGINS Phone#: Address:270 NE 101 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: SERVICE AMERICA �� ��Phone#: 954-979-1100 Address: 2755 NW 63RD COURT City: FORT LAUDERDALE State: FL Zip: 33309 Qualifier Name: RICHARD LEVINSON Phone#: 954-979-1100 State Certification or Registration#: CAC014619 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: Co City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: AC CHANGE OUT 3TONS 16SEERS Specify color of color thru tile: �1 Submittal Fee$ e Permit Fee$ / CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ Q TOTAL FEE NOW DUE$ l Ll DO (Rev1sed02/24/2014) lb Bonding Company's Name(if applicable) Bohding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature ow OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 .by day of 6 20 13— ,by who is ers Hall k to 1 V iiho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: ! < -:':1'77 7gn: TARY PUBLIC: ERIC 0RT1Z ; r RAY COMMISSION�EE 830444 ' EXPIRES:tiugust 26.29 iti (' Bonded Thru Notary Pub,.,-.I,ntler„raer� Sign: Print: FkiG rinfi `CCL Seal: Seal: ¢yX�, JESSICA DOTSON MY COMMISSION#FF 072984 EXPIRES:Novertozer 25,2017 •snnded Thru Notary Public Undewriters +RrN�tNe9r4#�k�kffirk4rle&+BNrW*eRRrB�Rb+NrlraBrReR+b+krR4rHrl+64�e�yye*+t/+k�84r 4�Fi# NkrBBrkirR+kflwRRrk84r+k�krkrNrk�6?kd� Srk�ErN�ktlBri�Ke�R+k U APPROVED BY ans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) DISE c o«+ e ° arse NW 63rd mat is FL Uw&ni^FL a • • t . wttrvu.servic�3rnaeica.coi SALES AGREEMENT 3•7 SO % Det•, s- FU-1, :NA e AccountXontract 11 S.os Home phone; : . ' - --. —_"'.'�._' S.oA AdmenEi]Fao —. ddress Other phone`_-_.,.�_ _._ ,____�-_ ---- 33 0 it y% 270 N I•. 101 .$.t Zr•t BldgApt- City * InstaMUcin Address° System T�tf»r Split J Package J Water Source Straight Cool J Hoot Pump Condentwr location: J Ground J Roof J Crane Needed --- M of Stories Air Handler Location- J Garago J Attrc C o • _ , _�, �. (7 Secondary ostat Typo: Replace Ctreuit Breaker: Condensate Drain Hook-up: Primary U Now Condensate Pump U Slab 56 Digital U Air Handier: U�4uxiliary drain pan U Horizontal drain pan U Programmable Size Type OfAuxilary float safety switch Wiring: U Condenser C]Refrigerant copper liquid line size: •Thermostat .. Type U Refrigerant copper suction line size: U Disconnect Box 09 Heater. U Gas pipe from O Smoke Detector Sue 10 U Refrigerant line cover 410A Flush Installation Information: with existing codon.Includes all required porous for work portormod try u..Mounting hardware for installation,weather All work performed to accordance^nkano strapping and removal of old equipment resistant wbrationlnotation pad. Make Make Make R�`° "^ SEER Tons SEER Tons Tans _SEER L— KWH BTU D KWH ___l� — BTU KWH BTU Model A/H ! - ���t '1'AA Model A/H Model A/H R Model Cond I Model Cond jb�� Model Cond Prise 3 Oa a8 _ Price Price System Investment LA1(1D a • .. , Yrs. 7AE AE Parts&Labor Warranty A/H Install Kit Parts&Labor Warranty Cond. Yr-S.• Crane Rebates/Crediis Xfg.'s Warranty on Compressor---10—Yrs. Utility „'Z 08 Rlncet� 0.r.1�st¢i �' n 0 _ -- tg.'s Warranty on Outdoor Coil Yrs• Service America 0 Ot!_— g.'s Warranty on Indoor Coil__, b Yrs. Other 'b Yrs. Replacement Credit Mfg.'s Warranty Parts RemmmendatioM • Insulation =77 _ Dud Cleaning Method of Payment: ❑Cash ❑Financing W Light ❑Credit Card ❑Check# Other CC Type El Visa ❑MC ❑ Discover Administrative Fee Total l -� 0 c en Credit Card# Total Investment Down Payment Do Expiration Date: CSV# dance Due - 00 Signature: AA Installation Date: 5'7-�5 Financing Company:Aamin /fit ins-TAA Terms.l accept this sales Agreement and the specifications and conditions above.You are authorized to perform work as specified it is agreed and understood by the parties that all equipment which is sold pursuant hereto shall not become fixtures or part of the real estate where they are placed until payment in full is received Buyers right to cancel.You the Buyer may cancet this transection without penalty or obligation at any time prior to midnight of the third business day after the date of this transaction by proper notdiceawr.Payment due to l astallero In fuAupon completion of lnstallatfon, My signature acknowledges acceptance of the terms above.I have read and understand all Infonnation on the front and back of this Sales Agreement. Customer Signature: Date: Comfort Consultant' Ladder required for inspection:U-Yes 7 No Size: Ssrvfor America UGl CAM14619.ECa002824CFCA56891 White Copy-office.Yellow Copy-Customer.Pink Copy-Finance.Gold Copy-Fdc Feb 2014 JUN 0 f2015 ,yoREs` �Y. iami Shores Village uilding Department L—Ak It 17 Evil ® ,v,,,M 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 �ORiDp 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):270 NE 101 ST 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❑ ARHI Sheet Attached:YES Q NO ❑ Contract Attached:YES 0 UNIT BEING REPLACED DATA NEW UNIT RHEEM MANUFACTURER RHEEM REAB1410 AHU or PKG. UNIT MODEL# RH1T3621MTAN RBEAK COND.UNIT MODEL# RA1636AJlNA 10 KW HEAT 10 3 NOM TONS 3 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 16 EER/SEER 16 YES NOX REPLACING DUCTS YES NOX YES NOX REPLACING THERMOSTAT YES NOX YES NOX NEW4"CONCRETE SLAB YES NOX YES NOX NEW ROOF STAND YES NOX YES NOX NEW RETURN PLENUM BOX YES NOX 1. Minimum Circuit Ampacity(Wire Size): 10 2. Maximum Overcurrent Protection (Fuse/Breaker Size,. 30!30 3. Voltage of Circuit(208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: SERVICE AMERICA Phone: 954-979-1100 State Certificate or Re ' ra ' n No.CAC014619 Certificate of Competency No. Signature Date: (Qualifier's signature) (Revised02/24/2014) This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31,2014. au 's Certificate of Product Ratin AHRI Certified Reference Number: 7942208 Date: 5/6/2015 Product: Split System:Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RA1636AJ1 Indoor Unit Model Number: RH1T3621MTAN Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM; RUUD Region: Series name: Manufacturer responsible for the rating of this system combination is RHEEM SALES COMPANY,INC. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: x : Cooling Capacity;(Btuh): 36000 EER Rating(Cooling): 13,00 SEER Rating (Cooling): 16.00 IEER Rating (Cooling): Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed In the directory at www.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 AV- confidential reference purposes.The contents of this Certlflcate 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. Otto personal and confldentlal reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridIrectory.org,click on`Verify Certificate"link we 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 ©2014 Air-Conditioning,Heating,and Refrigeration Institute [CERTIFICATE NO.: 1307541595953t6878 i b BMP International L. ' 2010 Florida Building Code State Approved, FL 14239-R1 EQUIPMENT TDOWNS TD04 1" x 4" Tie Down Clip, Galv/Powder Co TD06 1" x 6" Tie D at, 4/Bag Down Clip, Galv/Powder Coat, 4/Bag TD08 1 x 8 Tie Down Clip, Galv/Powder Co TD04SS 1" x 4" Tie D at, 4/Bag Down Clip, Stainless Steel, 4/Bag TD06SS 1" x 6" Tie Down Clip, Stainless Steel TD042L 2" x 4" T' ' 4/Bag Tie Down Clip, Galy/Powder Coat, 4/Bag TD062L 2" x 6" Tie Down Clip, Galy/Powder Co TD062 2" x 6" Fat C at, 4/Bag 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 willg a from listing the approval number, FL14239-131, on your permit application to submitting copies of the drawings. consult with the individual buildingto departments for their requirements. This file can be downloaded in PDF f for use. Drawings 1-4 contain the installation instructions. ormat p. Fio'rida Bullding,Code Online ,� t X 2/27112 12:44 AM t��.....t� ' f.77 7M r V i t. S.; , .; .fief .1 ,• r4 �� rv.3. F'N!Cd:Cl.o+�t''LY�I`f T1s Xeme l°P to 'um 1 "MV— ProhalNet iop�o j 5utpnit sartaarys stetr 9 Fans piplkatpn acts S".Mee� fessi nal ,� NNW Approval Regulation U,.S.,I�,,�� ® l>F[edue or Aeot�>Annizafbn t[> � �a. APplkatlen peba �._. .�.. FL 0 Application Type FL14239-R1 At Code Version 2010 an Application Status 2010 4 Comments Approved Archived Product Manufacturer Inc. Address/Phone/Emall BMP International 4710 28th Street N St.Petersburg,FL 33714 (727)458-0544 benmeng8®yahoo.com Authorized Signature Xlanbin Meng benmenga®yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Structural Components Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1!Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Frank L.Bennardo,P.E. Evaluation Report Florida Ucense Quality Assurance Entity PE-0046549 Quality Assurance Contract Expiration Data National Accreditation It Management Institute,Validated By 12/31/2013 Ryan J.King,P.E. e Validation Checklist-Hardcopy Received Certificate of Independence FL14U9 RI nr rnr otlf Referenced Standard and Year(of Standard) ASTM 01761-06 YM ASTM 01761.88 2006 2000 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Euua9 R I ., r,. :. Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/29/2011 Date Validated Date Pending FBC Approval 12/13/2011 Date A 12/18/2011 Approved (11/31/2012 Summary of Products FL a Model,Number or Name DeaerlPtlon 14239.1 Slotted Steel Tie-Down Clips,1'and Steel Tie-Do:7;a,,.rd ystem(For Use with Mechanical Units at 2'Models Roaf or Grad Limits of Use Approved for use In HVHZ:Yes InstsllatlontionsApproved for use outside HVH2s Yes F 14 °g °1 .rImpact Resistants N/A Verified By: 0ennardo,P.E.0046549Design Pressures N/A Created by Int Third Party:Yes Others This design provides allowable capacities for the Evaluation system.The requiredsite-spetdfic design pressure(demand R t �shall be calculated by others for use with this design. ) Created by Int Third party; With http://www.florldabuilding.org/pr/pr app dti.aspX7param=wCEVXQwtDquDFJErtOSCeiRupjHlQlCOs0lPOZ 2fFD o IHs 9 Q zJ UWyA%3d%3d Page 1 of 2 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE-DOWN CLIP CAPACITIES: AT GRADE & ROOF-TOP MOUNTEDL P� ISOLe N1N WEIGHT APPLICATIONS //�"'ECHANIGLL UNIT ' GENE L NOTES: tCE 1 OF GRAVITY { PER SEPARATE In ASSUMED TO ACT AT THE ` ! CERTTFWATION,7Yp, 1. THIS PROOUCr HAS �1 'IC n x GEOMETRIC CENTER OF THE - BEEN DESIGNED AND SHALL BE FABRICATED IN tib N .o MECHANICAL UNIT. �\ - CODE,FOR USEjyIHTf hE D REQUIREMENTS FTHE 2010 FLORIDA BUILDING MECIWN[CAL UNIT MUST BE Z. NO 33-1n%INCREASE IN��W�E STR HI�MU��E ZONE. SQUARE OR RECTANGULAR, _ \ DESIGN THIS SYSTH.L BEEN USED IN THE `O IRREGULAR SHAPES. u ,.-' i 3• DESIGN u BULS =:n i '..., !CENTER OF -SEE DESIGN REPORTS aTEL 019 aIMT PROVIDED PRODUCT AND DIE SHEETS FROM j; r OUT GRAYIT1.. FOR LABORATORIES,DNR-.NO�gST1711T10N5 B 6Y TESTING EygLUAT10N �� /���^l W V�W i AREA URFAN CE 4. AALLOWAABLLEDES�BE PRESSURES ' TT AfPROYAL BY UaC rCal Z€€o I F Q� �r Igo PRESSURE,TYP. HEREIN ARE DESIGN RMINED.D1RT�OIIGM QUALIFY CAPACITY OF CUPS AS LISTED L 1', "9 g 8 uWWi REQUIRCHECKEED MR CONS CY WITH EAGi�IG p� DATA AND RATIONALLY W W i YYnn"3 WrrH STEEL _ /OR UPLIFT DESIGN N s� gJ 1,2 S FTAIL�p 8 2JC QP BASIS IN S SYSIENICECE WITH�DETERMINED BY OTHERS ON � E ALCULATED �US _ - ADDITION TO TIE-DOWN 6• MAXIMUM 11 MINIMUM DIMENSIONS AND MINI CODE. .�O ff '( SCHEDULE FOR CUP UNIT SHALL CONFORM Tp SPE "U�MUM WEIGHT OF MECHANICAL 1NFORNATION,TYP. SPECIFICATIONS(CF.AT SPACE,TONNAGE,NS STATED HEREK MECHANICAL i- 3-MAI(.` / ---•�, OFT tE CTURERCONTRARECOMMENDATIONS ANDARE T1fE�BE As PER TIP... FASTENERS TO BE+L2 X-V'OR EXPRESS RESPONSIBILITY U /P 3'MAX 7, HOST STRUCTURE DESIGN D OTHERS. /`•.. :lYp. ' O��ERRIYISE,TAPCONS GREATER UNLESS N 8 SILpOT�RANp, N d SEE TIE-DOWN SCHEDULES FOR s. STEEI.ONLY INSTALLED TO HEREIN SHALL BE ALLOWABLE SUTLSTRATES.N-OTE:WpOp ,e•'YV H - _ F - SCHEDULE FOR ALLED TO 31921CSI MW COR MEMBERS MAY NOT BE USUSED FOR 1: r -'1s INN •J & STEEL CUPS MS'ALL FASiENHLsSII jHgCpZM SEE OR ROOF-TOP APPLICATION$PER FEC 1522. -.''J.. - PROTECTION TO PREVENT ELECrRpLY515, Q 6 S�V�.�� SHALL BE ASTM A283 STEEL(GRADE D)WITH FY a 33 KSI OR z'p rmpi $ a DOUBLE CLIP OpTlpj osV �A11�MEMBERSSHALLBEAGAINST _ 3'MAX 7W. ..' avO al AN APPROVED COAT OF PAINT,ENAMEL on PROTECTED PCORROSIONRO (2)TOTAL CUPS MAY BE USED AT EACH CORNEA(ONE EACH ON a ..\nF. _ DANCE WITH THE 2010 FBC SECTIONS 2 A AND PROTECTION IN O fi OPPOSING CORNER FA ��t4� 9• ALL TING REQUIRED FOR ALL COASTAL MSTALIATIONS. 2220.G90-RATED (B)CLIPS PER UNIT FOR THIS OPTOIONCORNER APEX.TOTAL OF �•1 l`' CONCRETE SPECIFIED HEREIN IS NOT PART OF Q m n EXCEED 3' )EACH CUP SHALL NOT MINIMUM.ALL CO THIS TI:RTIFICA7LON.AS A MAIC OFFSET'FROM END OF MECHANICAL UNIT AS �� �iUTI117F(1)C—IP'AT EACHEACH'�pRlygt SHALL HAVE MINIMUM COMFRESSlYE STR�R Of 4•MIN.THIac AND G o CETAILED HEREIN,DO NOT SPACE CONCRETE ANCHORS CLOSER OThERWISE, !r UNLESS NOTED g THAN THE ALLOWED SPACING AS SHOWN WITH 3'MAI(OFFSET 10.ALL WOOD E MIINIMU 4 ANCHOR SCHEDULES. TASTED IN THE lIE-DOWN 7F�RO-M END OF MECIIAN/CAL UNIT. SHALL BE PRESSURE TREATED' ry S a INEORNASCHE SEE SHEETS 263 FOR MORE M ECHANI CAL U Nl 1 E 42 WITH SPECIFIC GRAVITY G-0.55 OR G y,DIS W PONE v Cj J a APPLICATIONS DER OO SECIMEK- / IS NOT PERMITTED FOR RODE-TOP !"! � I TIE-DOWN ISOMETRIC 11.THE CONTRACTOR Is 1522. 1 I''1'-0- DISSIMILAR HATL4146L To SIBLE N O INSUTATEALL EMBERS FROM CLISOE _ I'ET61C 2003.&4. ELECTROLYSIS,I.E.ALUMINUM PER F.B.G rL AYWI�IS TYPICAL FOR 607�'H i ANO 2 s AFP�'11Gin I c 11.OTHERELECTS. GRouND,WHFJ+I m p TIEQUlRED,TO K DESIGNED&INSTALLED BY TIE-DOWN CLIP DIRECTIVE E " NOT�RnFtED FORA"°" 7O( LI �ADTQUACYOF ANY DUSTING STRUCTURE TO WITHSTAND SUPER1MppSED ' EXAMPLE I LOADS T ERIFIED BY THE ONSITE DE51GN PROFESSIONAL AND IS NOT (THE FOU.OWING -- C:RTIFICATION-EXCEpT AS EXwMpLE ILLUSTRATES THE PROCEDURE USED TO MER INE NO ADDITIONAL CERTIFICATIONS OR APF7RMgn�SLY PRIDED HEREIN, DIMENSION RESTRIGTJpp5IJ5.�HEREIN.SEE SH MAXIMlR4 --�� 14.THE SYSTEM DETAILED - e SETS 263 FOR TLEDOWN SQIED:a Fe) ��WABLE WUFD PRESSURE FOR ANy HEREIN IS GENERIC AND DOES INTENDED. MECHANICAL UNIT C "MEaarllcAl uNtr THArCOITFORp15 ro THE INFORMATION FOR A SPECIFIC SITE FOR SITE CONDITIONS PROVIDE FROM gj CONSIDER THE 1NSTAUATION Of ECHW�ICAL UNIT THE CONDITIONS DETAILED I!REIN,A LICENSED ENGINEER OR FERE REGISTERED 36°TALL:36•DEEP A 24•ri WITH THE FOLLOWING CRITERIA- ARCHITECT SHAM PREPARE SITE SPECIFIC p >O'E.150 LB WEIGHT AS VERIFIED BY OTHERS,INSTALLED TO 3192 KSI MIN,(IpTRAE-TE CONJUNCTION WITH Des DOCUMENT. DOCUMENTS FOR USE IN 1C/� U PROC E: 15.RESPONSWATER-TIBILITY OF EXISTING HOST SUBSTRATE SHALL BE THE FALL 9 LLGR¢. AS VERIFIED tp OTHERS• R`E+POHSIBIUTY of THE INSTALLING CONTRACTOR. �L _ _ PROCEDURE STEP - -. ..—_. ENSURE THAT ANY CONTRACTOR S RESTORED REMOVED OR ALTERED WATTINfROOF1NG L LOCATE THE AT GRADE TIEDOWN SCIiEDULE ON-3 AA'OAND AFTER FABRHJITION ANO RED W TERP OF DFiEgNRyE --��SFLECT CLIP TYPE - RESULT -�-- NWFN.THIS ENGINEER SHgLL NOT BE RESppNSIBLE FpR� PROPp51� agg V 3 LARGEST FACE AREA OF MECHANICAL UNIT TD -� _. t . 4 OHECK MAXIMUM UNIT HEIGHT RESTRICTION 7NSTALLt3) CONSIDER 1'STEEL CUP DR LFAIfAGE 155UES WHICH MAY ¢E _ 36506°-Sm WATER-TI OCCUR AS CHECK MINIMUM UNIT LYIDTH RESTRICTION CpNTgACTp _SFUILL BE THE FULL RFS 5 DETERMINE 771E NUMBER OF CUPS T1D BE USED AT UNIT HEIGHT 15 36°1YH1CH 35 LE55 rHAp]- THE�� RESPONSIBILITY OF 171E INSTALLING iQFA{AgLFFaN"[pFE FACIfAC1H C01U�ER OFDFTHE MECHANICAI.UPDT T(fIfI4'W W1LEN "'N(N ABLE HUry"T OF 4S' tYTi CONCLUSION:MAXIMUM ALLOWABLE LATERAL DESIGN PRESSLMZ, COPSE - i PAT EACH q 11-BMP-000I AIDE TO TNESEPARATE ''�T '€S{}BSrRp_ !;CALF: NLS 01 S CEUGt77CF)(COMPARE THIS Y STIE SPFCIF7CR LED O�FyGN tYIArp PA4F_ a -- --.. T EpADPlafn erAuc73,SW ENGINEER OR AEG1SBREDARCNITECr MDryYQTTpIDW Thas I 1"STEEL CLIP TIE-DOWN SCHEDULE:AT GRADE INSTALLATIONS: _ I MAXIMUM SURFACE -- MAxWUil ALLOWABLELAll:l- WD PRESSURE !O . AREA OF UMTS UNIT 1 CLIP AT EACH CORNER ORAL OF 1 CUPS PFRNCHOR TD HOST STRUCTURE( LARGEST FACE HEIGHT tW1T WIDTH CLOS AT EACH CORNER ORAL OF 8 CLwS PERS s 1 1 } - TAPCON TO SHEET METAL SCREW 3 _ CITE TO ALUMINUM TO TALSCREW WpOp SpD TO T�,�TO SHEETMETALI PSF METALSCREWTO _ 4 Fr- i0 STEE{ 6 FT' ._. 61 PSF 81 PSF GIPSF 61 PSF Hl P CONCRE� ALUMU" SCREW TO STEEL WOOD SCREW W TO 100 PW100 PSF ---.- 2FP �•!dA)C 44 MIN PSF _..--40 PSF 61 PSF 87 PSF tOp F'SF 100 PSF 100 PSF 100 PSF 16 FT' 3D PSF 30 PSF ___� 40 PSF TI PSF .-.. _...._t00 PSF 100 PSF •,y. �� 20 FP _ 22 PSF ._ 3D PSF 66 PSF 77 PSF 77 PSF •� �, 26 PSF _ - 22 PSF 22 PSF 13 PSF y p P 56 PSF s."�• 60SF .11AX 48 MIN %/� r/i % 9///////,/. ,. / 48 PSF 43 PSF - 30 FT / ;�.��. /.%/%, . i 4a F•SF 43 PSF W / 38 PSF 48 .. _47 PSF__ 36 FP // /. / 39 PSF __ 38 PSF 37 PSF UI a mpSF Q a l7 3. TIE-DOMECHANICAL CUPS SHALL BE FASTENED TO MECHANICAL HOUSING LRIIi WITH(3}i32 SAE GRADE S SHEETT METAL PSF ___27 PSF 31 PSF z «mQ.g 8 2. MECIUWICAL HOUSING UNIT SMALL CONFORM TO TILE T'DLLOYNII/G: SIRENS,((S}SNEET METAL SCAET6S Z7 26 PSF �� .aW3g 2.3. ALUMINUM HOUSING UMTS SHALL BE 6063.76 MIN.ALUMINUM SHEET WITH REQlI1RED FOA LONG CUPS,SEE DETAIL 1/4.) - S6 . 2.2. STEEL HOUSING UNITS SHALL BE 33KW MIN.STEE MY-30 ISI,0.125'MIN.THICKNESS. yy~j 3 J 3. MAXIMUM ALLOWABLE WIND PRESSURES FOA FAG1 IND1YIWA3,SUBSTRATE MAY 0.029n CAPACITY x 4. A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED;FOR SUBSTRATE DEMAND BE EEQUTalECINTEToTCONTACT TUNUING HIS ENGINEER FOR OF THE I-CUP.TiAIGWEEAING, ANCHOR SCHEDULE: SUBSTRATE ANCHOR j c"NQ1E92 (4-yr, AR6onSTEELITW (4'THICK 117N,3192K5(MW.} EDGE DISTANCE, TAPCON,3.'FULL EMBED TO CONCRETE,2W MIN. V ANCE,3'NLN.SPACING T ANYAD ANCFK»t pry ALUMINUM: (y-P14SAE GRAD,5511EE'METAL Z (0.125•FUN.THICK,6061-T6 MIN,ALUMINUM) PAST 711itFAp DIANE FOA SHEET METAL SCREW.ALUMINUM,PR01 (�PINCHES MIN. 2- ENSURE MINIMUM EDGE DISTANCE EXLILOEs FIMSHTs,1F APpUCA9LE, '�' STEEL' THREA4 SAE GRgpE S STILET METAL SCREW T Sfff EIXU:DISTANCE AS NOTED W ANCHOR SCHEDULE, •-t (O.lIS'MIN.THICK,33 KSI MIN.STEEL) THREAD DIANE FOA SHEET METAL SCREW. L.PROVIDE{5}PINCHES MM.PAST TA6LE J z SEALED WOOD; LEGEND: Q o Q; O (SOUTHERN YELLOW P (1}414 SAE GRADE S WOOD SCREW TO WOOD MEMIIEIL,.PROVIDE!z 11TH.THREAD -DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE Z WE,G=0.55 OR BETTER)Pc11ETRIAT/ON.1'MIN.EDGE DISTANCE,I'M W.END DISTANCE .- -DENOTES VALUES NOT APPROVED FOR USE0 Q Q m 2"STEEL CLIP TIE-DOWN SCHEDULE:AT GRADE INSTALLATIONS: E MAXIMUM SURFACE -- MAXIMUM ALLDY7A61,LATERAL W IND PRE55UR, _ _ W o G O Q 1 OF UNIT 1 CUP AT EACH - SANCFiDA TO HOST STRLV'�+w 6 o �� UNITS HEIGHT yy CORNER OiAL OF 4 CLIPS PFA IPS LARGEST FACE 2 CLAT EACH - SHEET METAL SCREW!SHEET METAL SQiEW yET � AL OF 6 CLIPS PER — _ TD AUSI7NUM WOOD SCREW T FT' 100 PSF T STEEL WOOD SCREALU14MM SCREW TDo57�F8, W0O0 SCREW T /-•4 6 66 T- 100 PSF 1w PSF too - _I00 PSFGFP L00 PSF WOOD Q. 13 2 48'MAK 24-MIN 67 PSf PSF __ __ 100 PSF 100 PSF 1400 PSF 100 PSF 1.00 PSF 16 FT' 38 PSF SO PSF 50 PSF PSF--67 PSF I PSF 100 PSF 100 PSF 20 FT' - 38 PSF �PSF .. 99 PSf yyi. Pg �Ew 1 Psf 41 PSF 4 PSF 74 PSF _4B MEIN 60 PSF 90 64 PSF 64 PSF-- �PSF 60 PSF 6d 1. TIE-DOWN CUPS SWILL BE FASTENED TO MECHANI / .f/ 27 �/� /i//27 pg 53 PSf 53 PSF S3 PSF ggg9 2. MECHAMCAL HOUSING UMT SHALL C HOUSING UNIT WITH(3)-i12 SAE GRACIE S / PSF PSF 44 PSF . 2.1. ALUMIMUM HOUSING UNITS SHgLLB E3•i6NMM,gLIIPHFRIM SHEtT WITH "amu SYS. Z.Z. STEEL HOUSING UNITS SHALL BE 33KSI MIN.STEEL.GRADE 33.2264 MON.(A299 L 0.125•Mltl.THICKNESS. 3. A MAXIMUM ALLOWABLE VALUE OF 1110 PSF HAS BEEN q SITE-SPECIFIC ENGINEERING. 1 GRADE FOR HIGHER DEMAND CAPACITIES COWACTTHIS ENGINEER FOR f `!e (ANCHOR SCHEDULE: Ea TIEgi AMCMOA (0.125'MIN.THICK, 1606-T6 MIN.ALUMINUM) (I}-A l4SIE GRADES SHEET METAL SCRELV TD AUy1MU L. EMBCHIEDULE EDMENT AND P M.PROVIDE(5)PINCHES MDL D I. ENSU �M EDGE DISTANCE EXCLUDES FINISHES,IF APPLICABLE. �SQFPNNL iMiu06PE TTIREADPtlWEFORyI,ErMEULLSCREW 11-BMP-0001 TC ' STEEL: (2)-414 SAE GRADE 5 SHEET METAL SCREW TO S7LE P -- VM EDGE DISTANCE AS NOTED INANCHOR SCNEDIRF, 10.125'FIN.THICK,33 KSI MUT.STEEL} THREAD PLANE FOR SHEET METAL SCREW. AO (5}PW ORES MIN.PAST 6CAlFa M.I s Ol ( SEALED WOOD,1-I(2'MIN THICKNESS: PAGE D45CRIPTIDN I`-SOUTHERN YE4OW PINE.=OR gE1.1EA) (PENE11*1IRATIW.IC 1 M DE 5 EDGE D TO WOOD MEMBER,PROVIDE 131•PIN.TFiAEgD TABLL LL D: ANC,.1•MM.ENO DISTANCE, E�����/� � - �-DENOTES YAWS NOT APPROVED FOR ME I� 1"STEEL CLIP TIE-DOWN SCHEDULE: ROOF-TOP MOUNTED INSTALLATIONS —' FF'1w�180dPAApD,P.E. MAXIMUM SURFACE ALLOWABLE LATERAL WINp PRESSURE(ANCHOR TO HOST STRUCTURE) M AREA UNITS ENC T T CUP AT EACH CORNER OTAL OFt CLOg PER LARGESS T FACE MUNff WIDTH CUPS AT FAgi CORNER OTAL OF B Cl1PS PER WB FP TAPCON T)CONCRETE SHEET METAL SCREW SMEEi Q W TAPCON I SHEET METAL wrc•aaoFru.rVsrAUAnDas swu 10+uoPa ••% +/�CI TOALUWNUM SHEET METAL ra ADAM.muu caOE stciuly rdn - - CONCRETE SCREW TO B FTP 1 62 Pw _ 62 PSF ALUTAwU61 ATO STffL '''u '�'n WAlWiccs nwr :� ���nN10. 6 41PSF 100 PSF Numseewowrrmm -*; U 82 PSF 100 PSF 100 PSF4'O•�ArNpOwvrOPe 8 F T 48'MAX 24•Mw 27 PSF 41 PSF _41. _ 71 PSP 7I PSF -..- �wxficcs,Op OT:.VIOVE TME S . 72 FP 27 PSF 77 PSF -- 6cwmnrerAOr,aaA�EpPMriRNts 4• 7 9 .� 16 FP •;::� .. ! ./."/ii /J ///////' zr�PSF/ si PSP 5/PSF Si PSF a_uwF. ip �i90 L- 20 FP j, ; , /.'-�//i7,: 3a PSF 25 FP / /// J .. 29 PSF _29 PSF �' �+Aorxrn y � YyF 30 FP 60•MAX 4B'A0H � rFrRrmNirus HLL U.,.I . 28 PSP 28 PSF rM4l SEPARATEDOglfp A W X I'� 36 FTP 26 PSF mrwA`r.wolspwmwnrt�oNus >U<w . 1. TIE-DOWN CUPS SWILL BE FASTENED TO MECHANICAL HOUSING UHR WITTI(3}112 SAE "/ / OR`UNCAU N. n Q 17 SCREWS REQUIRED FOR LONG CLIPS.SEE DETAIL 1/4.) GRADE S SHEET METAL ;p� ,�,r0 W B8p S 2. MECHANICAL MOUSING UNIT SMALL CONFORM TD THE FOLLOWING. SCAElYS,((5}SHEET METAL" " W W t4w ?�B 2.1. ALUMINLM HOUSING UNITS SHALL BE 6063-T6 MIN.ALUM1hUM SXEET WITH Ry-30 RSI,0.125'MIN,TMN]p�Esz 2.2. STEELHOUSwGUN[INDPRESSURESSMALL BE $IMOLS INDIVIDUALSEEL.GRADE ,SUBSTRATE TE 4AY-D.D2„)• ADDITIONAL ALLOVVAgiE UPLIFT:90 LBS/CLIP 3. MAXIMUM ALLOWABLE WIND PRESSURES FOR EACH INDIVIDUAL SUBSTRATE MAY BE y A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN UTILIZED;FOR HIGHER DEMANDDCClp�ES CONTACT THE UNITING CAPAC[TY OF THE 1•CUP. (���TABLE ACCOMMODATES MAX 90LFJCUP AS ADOITTOMgI UPLIFT ENWNEERING. CAPACITIES CpNTACi THIS CONBIIIATTON WTM UPUPT CAUSED BY OYERTURNwG FROM LATERAL ANCHOR SCHEDULE: �GINEERFOR5ITE5PE°FIc FORCEa5EO='l-SB SECTION 29.5 FOR MORE INFORMATION.) ` CONO RAT7: — ALLOW__ggLL"PL1aT PER UNIT IS BASEp OR COXCRFTE: ANCHOR THE"UMBER OF CUPS UTILIZED x 901ryC31P ._.. _14'THICK MIN,3192K l MLN.) (I})v O CARBON STEEL ITW BUUDEX TAPODM,Irµ•FULL FMBFD TO CON U i .- .___ :___--_ _ EOGF DLSTANCE.3-Mw.SPACING TO AMI' a+ETE.Vii'MIH. EXAMPLE: 4 CUPS x 90 LB/C21p -36ULB XI 6061UM: FAST TM(1)414 SAE GRADE 5 SHEET METAL EW TO ADIACENT �• (REQUIRED UPLIFT DEltgND yyul DE7FRFOIN£D z a [0,121'MUIL THICK,606:-T6 MIN.ALUMUVUM) PAST THREAD AU04lNUM.PROVIDE FH STEEL: PLANES SHEET METAL SCREW. (5)PwCHES Mut. O A 51M S C BASIS By LICENSED ENWAEER (0.125'PUN.THIUC,33 K51 MIN.STEE (1)-134 SAE GRADE 5 SHEET METAL S[gEW TO CEA77fJCATIGA')A"U� TW TMS L) THREAD PLANE FOR SHEET METAL SCREW. STEEL,PROVIDE(5)PINCHES Mltl.RAST e 1. EMBLDMFNT AND EDGE DISTANCE EXCLUDES FINISHES.IF AppUCABIE. TABLE LEGEND: O c 2. ENSURE MINIHUM EDGE DIST $ ANCE AS NOTED IN ANCHOR 5°fEpUIE. -O&4O S VALUES NOT APPROVED FOR USE c U n w D s 2"STEEL CLIP TIE-DOWN SCHEDULE: ROOF-TOP MOUNTED INSTALLATIONS: ¢ ,^ w _-_ ZEQ -- '- ( MAXIMUM ALLOWABUE LATERAL WIND P c ._ 0 ^ G S _ ._..-..RESSURE W�IOR TO HOST 51'M1llCT11 -_ — It= a MAXIF1i1M SURFACE (1)CLP 4 EACH CORNER (2)CUPS AT EACH CORNER W o g s aa I AREA OF UNITS UNIT UNIT (TOTAL OF9 CUPS PER UNIT) LARGEST FACE HEIGHT WIDTH SHEETHETALSCREW SHEET METAL SCREW SHEETMETAL AL OF 8 CLIPS PEA Ut111] W So➢fAND 1ti GL I G TO STEEL SCREW TO SHEET METAL Ngr2]i+H:Or PfiVrAEs nwrADO. $ 4FP ALUMINUM SOTEWTO57EELr�P�rPaCAL WN1S eE/gTwrAp� II .. 100 PSF 04iASAAlSADA OL 6 FT' i tl4 PSF 100 PSF ADD/1VA•e�OAS AYpA;A9pyE IrrE e FP 84 PSF __]00 PSF _ 100 PSF _ EArMVO BEttEAId neE yvi4 pyo ('Q 48'MAX 24«MIN 1 S6 PSF LOO PSF 100 PSF AiD•IDfaGAfii'lAIIN = 1g FT' 42 PSF 56 PSF 800 ]OO PSF A� 42 PSF stcnaarsvP 20 FT' —__ _ _ 31 PSF 31 PSF 02 PSE ane roxxMnA�AAUW,,O.y, i - . 25 FP PSF_ 34 PSF 67 PSF 61 PSF wswAw�r w�nue�or ,: - _1[€ 1 PSF 38 60'MAX «H1P1 ___.-27 PSF '- 27 PSF 67 PSF +MVESEAwtEDOC4YBaGnW YSRlFY - L ]A " �!%1 !•:•,71o�y%.// S3 PSF S3 PSF owRw At ovramE rm swEOF 7N F 44 PSF � �ta 1. TIE-DOWN CUPS 44 PSF p 2. PSE SHALL BE FASTENED TO MECHANICAL HOUSDYG UNIT WITH 37 PSF 37 PSF m 7yA I. CAL HWS/NG UNIT SHALL CONFORM TO THE FOLLOWING. (3}•112 SAE GRADE 5 SHEET METAL SCAEy/5, g 4� I 2.2 STEEL 12 HOUSING UNITS NG BE BBEE 33KSI N'ry-STS�E 33 SHEET��A�' ADDITIONAL ALLOWABLE UPLIFT:90 LBS/CLIP 3 A MAXIMUM ALLOWABLE VALUE OF 100 PSF HAS BEEN -�r64 0.125•MIN.THICKNESS. UITUZFO;FORM (DESIGN TABLE ACCO pLIFT TES MAX 9018JCUp AS ADO ii STTE-SPFCDTC ENGINEERING DFI4AFID CAPACITIES CONTACT T/DS ENGINEER FOR CONBINATTON WITH UPUFT CAUSED BY OVERTU TIlOt4AL UPL.ffT IN a�6 ANCHOR SCHEDULE: FORLES.SEE 7_IDSECTi0N29.SFOR FROM LATERAL t 8$i MORE INFORMATION.) ¢5 ALLOW UPUP}PER UNIT 15 BASED CRI bUUSTRATE THE RUMBE0.OF CLIPS UTILIZED a 50L9l41P fQ g a ALUFIINUM: ANCHOR $ 1D (0.125'Mw.hUCK,6061-T6 Mw,ALUMINUM PAST 24 SAE THREADG�E 5 SHEET METAL SCREW TO ALUHIHUM,PROVIDE(5)DUICXES MIN. _ EXAMPLE.' 4 CLIPS x 90 LB/CUv -36MWviF[18ikW;l iFpzARbP= fl STEEL MANE FOR SHEEP METAL SCREW. (REQUIRED LWLIFTDEMAIFDSHAU.BEDET&WAED&OGMEER 11-BMP-0001 $ (0.125'Mw.THICK,33 KSI MIN.STEEL (2J•'L4 SAE GRADE 5 SHEET METAL SCREW TO STEE ON SITE SPECIFIC BASIS BYUQWSEp a ) THREAD DLANF FOR SHEET METAL SCREW. L.PROVIDE(5)PINCHES MIN.PAST OR REGISTEREDAR°itTEC7,•NormaUDED IN,nits SCALP: M.T.S. 01 1. EMBEDMENT AYD EDGE DISTANCE EXCLUDES FINISHES.IF APPLI E CC* TION) v_t0¢pF I1pT1DMI 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN - - TABLE LEGEND. ANCHOR SCHEDULE. �j���jpp,�� fG!!!!!Ld-DENOTES VALUES NOT APPROVED FPR USE V "FOR ANY CLIP LONGER THAN 10•UTILIZE - SHEET METAL SCREWS SAE GRADE 5 SCREWS(PROVIDE •••_... 2-MIM.SHEET FIETAL SCREWS AT • e3a9•.. g THE TOP OF THE CLIP)TYP. MECHANICAL UNIT BY ••�O . TYP HOUSING UNITS SHALL 606M1NUM `� ' U y ALUWNUM SHEET WITH T6 M1N _ / l7 THICKNESS,�K H��LSING •0.125 M1N, S 0.AST A,283HICK 33.W MUL STEE HA107S SNALI" 9.k _ASTM A,283 AZ83 L,GRADE 33,22GA MIN. M-012SAE GRADE S . STEEL.NP. c S (t-031299 THROUGH CUP-To METAL Arn ' oo MECHANICAL HOUSING UNIT BY 5i PAST .PROVIDE(S)PINCHES MIN. -1-i, n o tl D o.068•THICK ASTM 'j, SKS,Typ THREAD PLANE FOR EACH n A2a3 STEEL CLIP,ryp. -9u" IY/IMf BASE OF UNIT SHALL / WIN A n . BE FLUSH WITH BASE Z x kk SHEET2 SAE GRADE 5 ANCHOR PER ANCHOR SCHEDULE 4 Q t0 7 SMEET METAL SCREWS /� o CUP,NO SPACE -�3/8• w S S AT TOP OF SOT TVP. I fl V4'O HOLE.WITH PERMITTED,TYp. IY/11 R FROM v (OTHER i / X7-7' (J�w ''-'�m 7r i 0.75 CHOR DIMENSIONS ./�' :/ f 3 id^3 ua s SCHEDULE,TVP. SU(RAR) �+ y w 3 J may` SUBSTRATE PER ANCHOR � .11.375' o ._f,LJ SCHEDULE(VARIES) 0 1 1" CLIP ISOMETRIC DETAIL I"TIE—DOWN CLIP 4 NrS LSOFIETRIC 3 ANCHOR DETAIL j l q 3' \J DETAIL ~' CUP LS DESIGNM FOR FULL Q F i CQNTALT WITH THHE BASE OF a O 0.125•,y{/ /� EACH oc MECHANICAL UNIT,TVP. z O Lfi Oz •� < �G c I N MECHANICALL UNIT BY OTM 5M 1LLUMUIUM 0.113'THICK HOUSING YYII Ha15INGUNITS SHALL BE 606346 MIN. s` ASTM A283 ALUMINUM SHEET WITH F"30 KS[,0.125 MIN. 1HOLMairy _ g STEEL.TVP. I £ THICKNESS.srEH_ NuwrTs$t1A(L BE (3)-/12 SAE GRADE 5 SHEET w 4 33K51 FUN.S�Gy�E�22GA MIN. SCREWS THROUGH CLIP TO e? (te0.p2gg•), MECHANICAL HOUSING UNIT BY a 0 OTMFiLS•PROVIDE(5)PINCHES MIN. ~ 6 Y FAST THREAD PLANE FOR EACHSKS HZ w g (I 0.113•THLCK ASTM . •TVP. § III (3}312 SAE GRADE A20 STEEL CLIP,TVP, m m 11(IJI 5 SHEET METAL BASE OF UNIT SHALL "IO011lll1 SCREWS AT TOP OF ' 1BASE 8E FLUSH WITH SLor,TVP. OF CLIP,NO SPACEPERMITTED, j - 3/r(SANCt1Oft5 PER anxHroR m s ¢ i 111 -iHEDULE 6'O HOLES,NOT TO PERMITTED,TP. '� USED FOR % ANCHORS.TVP. 3gI f .375• G� .00. SUBSTRATE PER ANc71oR0.7 , SCHFIULE(VARIES) Om � a �. D.So• 2"TIE—DOWN CLIP FACTORY-FIIUM i'O HOLES' 9a 0'50' 4 UTILIZE ANCHORS FROM 2: °D.. ANCHOR DETAIL �j ' CLIP ANCHOR sCHHEDULEI TYP. `�X i0D 4 1-0" DETAILSVA WRAicLemi"OYF. 11-BMP-0001 sc te: N.s 01 oso• 2° CLIP ISOMETRIC DETAIL CONTACT CLIP ISIG. THE SIGNeDFDRFULL pA6tpffcmsplLqw WASE OF Q /N.TS. MFSHAN(U1L UNIT,TVP. ISOPIETRLC 43 ' 1I I