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MC-14-1736Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217532 Permit Number: MC -8-14-1736 Scheduled Inspection Date: September 03, 2014 Inspector: Perez, JanPierre Owner: SERDA, WILLIAM Job Address: 8819 NE 4 Avenue Road Miami Shores, FL Project: <NONE> Contractor: DYNAMIC AIRFLOW CORP Building Department Comments Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132060460540 EXACT CHANGE OUT INSTALLATION OF ROOF STAND JInfractio Passed Comments AND 2 1/2 AC UNIT I INSPECTOR COMMENTS False let September 02, 2014 For Inspections please call: (305)762-4949 Page 14 of 30 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 02, 2014 For Inspections please call: (305)762-4949 Page 14 of 30 BUILDING PERMIT APPLICATION 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 ❑ ELECTRIC ❑ ROOFING AUG 0 8 2014 I gFBC 20 e� Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING &MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1W k 9 U5 �m)i Ay 20 City: Miami Shores V-, County: Miami Dade Zip: 351 Folio/Parcel#:_It-32,06— 646 —®5j!�® Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: . = OWNER: Name (Fee Simple Titleholder):f L4 / �' < _Phone#: 312�2,) Address:— �� �� 1,06 City: M ` State: Zip: Oil/ Tenant/Lessee Name: &-®r. c Phone#:� Email: CONTRACTOR: Company Name: X10 <• �, k i�-i_�Xy,� (''/r—Phone#: l �� ( 0 l�_f_ Address: /3 7-2 7 66y��..—�-l- City: State:�Zip: X31?T Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: of Competency #: Address: City: State: Value of Work for this Permit: $ 31®o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New R Repair/Replace Description of Work: _ IA Specify color of color thru tile: Submittal Fee $o Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Zip: ❑ Demolition V e CCF $ CO/CC $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. Signatur _ ' Signature OWNER or AGENT CTOR The foregoing instrument was acknowledged before me this �1 I day of�u , 20 by Ili1� � D�/1q-61"L&I- who is personally known to me or who has produced as The foregoing instrument was acknowledged before me this day of 4vLjau r-�-- , 20 by ped4n ado is personally known to me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sian 2 Pri t,+, ® ,� � ° �im2 Print: _ 6waf'2 rot®G esn Notary Public State of Florida Joanna M Feliciano ®� My Commission FF 082753 %ovExpires 01/12/2018 APPROVED BY V Pins (Revised02/24/2014) ata JO Ina Public State of Flom Y Com i Fellelena l§'qi Examiner Zoning Structural Review Clerk i 4V Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): I �A A tr Ab City: Miami Shores Village County: Miami Dade Zip Code: 3�a 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 E NO ❑ Contract Attached: YES k] 1. Minimum Circuit Ampacity (Wire Size): 1119 ftm 10 AV& 2. Maximum Overcurrent Protection (Fuse/Breaker Size): ?)6 PVYIP 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: Phone: State Certificate or Registration No. Certificate of Competency No. Signature Date: - (Revised02/24/2014) UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER —I AHU or PKG. UNIT MODEL # 14P-9, ( 44et 141- 3(,A COND. UNIT MODEL# 8 a JIV'30 KW HEAT &sem NOM TONS e 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 EER/SEER YES NO REPLACING DUCTS YES NO V - YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 1119 ftm 10 AV& 2. Maximum Overcurrent Protection (Fuse/Breaker Size): ?)6 PVYIP 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: Phone: State Certificate or Registration No. Certificate of Competency No. Signature Date: - (Revised02/24/2014) DYNAMIC AIRFLOW CORP. 13727 SW 152 ST. #213 Miami, Florida 33177 FL. LIC. # CAC1817782 William C. Serda Jr. 8819 N.E. 0 Ave. Road Miami Shore, Florida 33138-3135 PROPOSAL We hereby submit specifications and estimate for: Replacing a 2.5 Ton system, connected to existing electrical, plumbing, and lineset. MATERIALS AND WORK INCLUDED • Rheem system 14 seer • Flush lineset and flush main condensate drain. • Water level safety shut off switch. • New roof stand. • New filter drier. • Dehydrate system. • Anchor condensing units per high velocity wind zone requirements. • New digital thermostat. • Crane service. • Removal and disposal of old system. • Labor. • FPL rebate included. • Price installed as per above specs, all else excluded: $3,100. NOTE: We do not repair wall, ceiling or painted surfaces. We will take the utmost care for your property. Dynamic Airflow Corp. or its employees will not be responsible for the repairs for the building. H unseen work is required it will be executed upon written proposal. Payment Options: 50% Initial 50% Installed Note: Permit cost is not included All material is guaranteed to be as specified All work to be completed in a workman like manner according to standard practices. Any alteration or deviation from the above specifications involving extra cost, will be executed only upon written orders, and will become an extra charge over the above estimate. This proposal subject to acceptance within 10 days and is void at the option of the undersigned. AUTHORIZED SIGNATURE Arash Khaymedooz, electronic signature.08/5/2014 ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are hereby accepted. You are authorized to do work as specified. Payment will be made upon completion of work or as otherwise specified. Failure to make payment will result in Legal action and it is understood that reasonable attorneys fees will be applied to balance owed. ACCEPTED: DATE: PRINT: W t 1_ c- t 12/- c' S Gie J.'0 SIGNATURE• c .0 /g-C1Q�uti Our installations follow industry standards: Please protect yourself against unlicensed contractors. Visit www.rnyilo_r_ida._c_om and use Licensee Database Search. Thank you for allowing my company to service your investment. Arash Khaymedooz AHRI Certified Reference Number: 4525541 Date: 8/5/2014 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 13AJN30 Indoor Unit Model Number: RBHP-21+RCHL-36A1 Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM, RUUD, WEATHERKING Series name: RHEEM 13AJN SERIES 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: " Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may net, in whole or in part, be reproduced; copled; disseminated; entered Into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link we make life betrer- 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.: 13051715466587831 M®EDADDE MIAMI -DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aw/economy Metallum Enterprises, Inc. 7500 NW 68 Street Miami, Florida 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Roof Stand Frame Support for A/C Condensing Units. APPROVAL DOCUMENT: Drawing No. 12-MEE-01, titled "Aluminum Stand for Mechanical Units", sheets 1 through 7 of 7, prepared by Engineering Express, dated March 09, 2007, last revision dated May 21, 2012, signed & sealed by Frank L. Bennardo, P.E., on June 14, 2012, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each stand frame shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oficial. This NOA revises & renews NOA # 09-0720.01 and consists of this page 1, evidence submitted pages E-1 & E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Malar, P.E., M.S. !17/ Q NOA No. 06/28/2.02 MIAMF�ADE COUNTY ' I / Expiration Date: 06/28/2017 12 o (%/Zo/7- Approval Date: 12/06/2012 Page 1 Metallum Enterprises, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07-0322.13 A. DRAWINGS: 1. Drawing No 06-MEE-0002, titled "Aluminum A/C Stand". sheets I through 3 of 3, prepared by Engineering Express, dated 03/09107, signed and sealed by Frank L. Bennardo, P.E. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Aluminum A/C Stands Calculations". dated 03/14/2007, sheets I through 11 of 11, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: 1. Review Request Letter issued by Metallum Enterprises, Inc., dated June 09, 2007, signed by Victor Toyos. 2. Code Compliance Letter issued by Engineering Express, dated March 16, 2007, signed and sealed by Frank L. Bennardo, P. E. 3. No financial Interest Letter issued by Engineering Express, dated March 16, 2007, signed and sealed by Frank L. Bennardo, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 09-0720.01 A. DRAWINGS: 1. Drawing No. 06-MEE-0002, titled "Aluminum A/C Stand". sheets I through 4 of 4, prepared by Engineering Express, dated March 09, 2007, last revision dated February 03; 2009, signed and sealed by Frank L. Bennardo, P. E., on May 13, 2010. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Aluminum A/C Stands Calculations". dated 03/29/2010, sheets I through 122 of 122, signed and sealed by Frank L. Bennardo, P. E. " A e y A. Makar, PX., M.S. Product Control Unit Supervisor NOA No. 12-0327.02 Expiration Date: 06/28/2017 Approval Date: 12/06/2012 E-1 Metallum Enterprises, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE: 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: 1. Code Compliance Letter with the FBC 2007 issued by Engineering Express, dated March 29, 2010, signed and sealed by Frank L. Bennardo, P.E. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No. 12-MEE-01, titled "Aluminum Stand for Mechanical Units ", sheets 1 through 7 of 7, prepared by Engineering Express, dated March 09, 2007, last revision dated May 21, 2012, signed & sealed by Frank L. Bennardo, P.E., on June 14, 2012. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Aluminum Telescopic Roof Top Stands'; dated .06/12/2012, sheets I through 104 of 104, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: 1. Code Compliance Letter with the FBC, 2010 Edition, issued by Engineering Express, dated June 14, 2012, signed and sealed by Frank L. Bennardo, P.E. kz,.n 4. e -1 - my A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 12-0327.02 Expiration Date: 06/28/2017 Approval Date: 12/06/2012 E-2 me UNIT DEPTH r—(I. SIZE PER DESIGN SCHEDULES) F _ _ _ _ _ _ _ _ — — — — -1 SEE COmFONENT LIST ON SHEETS DEPTH (MA SIZE fi PER DESIGN SCHEDULE) MAXIMUM ALLOWABLE DESIGN PRESSURES: ($ NOTED IN CLEAR I I acuNlr I� (SEE DESIGN SCHEDULE FOR aC I UNIT SIZES AND WEIGHTS) I 24m STAND DEPTH PROVIDE 2' MIN EMBEDMENT OF�SQUARE7U8NGINfO ®SQUARE TUBING I_____----I—r AIC UNIT I (SEE DESIGN I SCHEDULE FOR aC I WEIGHTS) UNIT .. EPNRD—iII �� 1 a I'azU•St• SPAN TABLE DESIGN NOTES: CY6S�0i5Et OQFBON BEREGOJ MTAETOEmLFYODROE NUSSAHLYE MARWLL�BIp-MBVSEPTElPHCL5I9F5 ISC 1fO5RIN MO.StfE•SPECIFIC PRESSUREMISVIS AS DIDGINACCORDANCEWITH EVpx5FDR�OLYAS .-8STAND v i �-+ v �--- —• �y � .,ty I AcmRDAnm vnTH THE STRucnmAL RewmD�u]s OPTIE mIE FLOIIm:4 woe: L (I) U4-20 eUlLDwa mDe THRUSOLTS TO WW (I) 1/4-20 m�m :. MAxpvUM DP1H15[ONS Ano VIetOYT MECHANIGL uNtiSSHALL eW •. 4 INTERUCCX F -n AREWN THRUBOLTS TO <yM COtIPORMroSPECff1GT[ONS STATED HEREDV•MwIMUM IOOIBO0. MA%wlw 4 TU& 4 s sW ��@ suveRSTRu�LTup1n�e "wmlre`w°ai T�RSo® RI�sIW1T6e ZZ a �TR: ih RIE FOR The wrcaArtrwauswFaermwsuRPAcaronus (/) 6 ®SASE PLA a[I" F 4 TUBING G� pESIGN bmICH SHALL BEmwOwAT®BYItN PEPgTtWGmNIPKfO1L w TOP OF ROOF _ �'p, TOP OF ROOF S ®BASE PlA �Ku 4. RPARIDN FORCES LIST®POR U!s WDx FHOSTSTNULTURE FINISH _ G FINISH "" _ ______�__�._.____ ___ �• My�ppe SION�AL�RbNPD To veNwFrOaPM1CABut1't Atm/oRAmDIONN. • - ® FACTORS FOR USE WITX MOST GIRUCTIIRE VERIPIGnON. Q. _ 3'ASSUMED® 3'ASSUMEO R ALL FASTENERSro bE ell %',•DR GRFAreR 6AeDMDESCAOMUN 4 ANCHORS PER OOF HOST ROOFING 4 ANCHORS PER - ROOF HOST ROOFING FIAreD OR DTIERWL'E CORROS[ON RESISTANT MATERIAL (UNIffi NOTED PLATESCHEDULE FOR STRUCTURE THICKNESS PLATE (SEE ANCHOR STRUCTURE ��` STRUCRME9-SECT[GN I.m'IIR YAWPma1w1A6�500n� .wC,epppllfgBlP �( SCHEDULE FOR [UTILIZE NEXT-HIGHLST STAND HEIGHT FOR SCHEDULE FOR FEDM A TATR AND LDGLCmEi. I�(S u ANCHOR SPCA LARGER ROOF THIOMESS. FOR ROOFING ANCHOR SPECS) [LARGER ROOF TGHESTSTAND ROHEIOFINGHT 6 AILS TRIIDFD M@MBEPS bHALL ee ALUPwRw HOLY TYPE 6081 -re. �d • T LARGER ROOF THIIXNESS. FOR ROOFING ). A11. EXf6nNG CONCRETE SIIBSTMre 9inll HAVE MINLNM Pc W WIDIZE INSULATION OMIT 3• THICIINESS AND WITHOUT INSULATION OMIT 3• THICKNESS AND COMPRESSIVE STPENGTH OP 3000 PS[ AS VERDT® gY OTNeRS. UTILIZE CLEAR HEIGHT FROM FIN TSHI D FLOOR. UTILIZE CLEAR HEIGHT FROM FINISHED FLOOR. E. ALUMwUM WELDING SHALL BE PERFORPED w PDCOPOANCE Y/DH 1010 24" STAND DEPTH 1 PBL SEC dV1003A.1.4YH H6RLOF6 H A DYSMEE wBANS AWS 3 1 # as./0 srANDARDs roaoREVE uuwAre oEslcai STR@IOTH w STAND DEPTH ACmPOANCE WTN TIE ALUMPTw DF81CvV MANWLFARTt-gnl�E,,.,. •J BDGY•ESIED WEID PDLER: S35613PCwmB.ALLALwONW1C@STR000w3 "'( QFRAME ASSEMBLY ELEVATION FRAME ASSEMBLY ELEVATION BIwuNEwmNFORMANCEwLTnTHET«PRAN�s.wamAlmPreDuos 1 SCALE: 1•=I•-0• END ELEVATION SCALE: 3•^I'-0' END ELEVATION DF mNST0.IRTI0N AS SET FORTHwFBC SECO0n 1003.1 ANDTIE APERlGn wrRDwG so�Trs sTRucruRALw¢Lw0 moe-AwnntRlM aC UNIT [bDTFA. M M WELD 1S Y.• THROAT PULL PERUETER FILLET WELD UNUMI DEPTH �aC UNIT WIDTH D T mM"�"PAC(OR IS PESIONS10tP TO 1N&RAre pLL NO3.ID10.4 FROM g Ir w551PwgR MATER .PREvenr 6ecmaXSB ALSTmwmN xT UTILIZE DEPTH 1011 ALESTES DIMMING O= SHALL@PAURED O0. PlAl®PS PR[B@ElDw MARTHA STAND DEPTH FOR VALUES IN BUDDwO mae 1003.64. k BETWEEN EXISTING TABLE 10. ALL mN[RETe mVERw(S TO RP.aO1A— � STR6YOM a [y� GF 1000 P8Iw]DAYS. mNCREPE ODVPRW655WJ.L bE C!@L TIRIX. • li. ELECTRICAL OROtIND•WHeN REQUwED,ro BE OSS[GNPO bD151'ALIED BYODERS.ALL MECNANIGI. BPECIPIGTIw13 (QEAR SPA@,T• 99 I'D MLN44508 MAX UNIT ETG]SHALL BE AS PPR MANUFACNRER REWMENDAnons AND ARETFE dd WEIGHT AS VERWM BY e%vRFss RPSPONBIB621Y OFTIE OOATPACTOR 11 PNGwEE0.4ae�AFFO®HEREIC VALmATES STRUCNIMLOE9GV AS U OTHERS. TYP. SHOWN ONLY. USE OPTHw EPECIPIGTIDn BY CONmACPOIL et aL Log wDHUNFlES b SAVPS IIMMLESS TIOs FNOIIY®A FOR ALL COST b MMAGES FMUDwOLEGALPEESb OU1re FPPS RESULTD%i PRwN MAT6OAL PA6vGnox, B+sTeM ERECTION, mnsrRlFI rODDISBBEYDYDTHAT DEVIATRNLSLFFTHEIPUV4 45TATG6E0®iAL�®&PROM p Ba 13. THE SYSTEM DLTAIIED IEAEIN IS GIwFRtt AND OOPS NOT RIWmH 2 INPORIMTIDNFORASPECDTCSDE. FORSTRODNwNON50PPERPM— TIE mXOTTiww DETA6ED HEREw. A LICENSED FNOwEPA OR REGSTEPl3) FRDDIACI'RgyI9® AALDIECf SHALL PR®ARE SPE SPECIFIC OONMENTS POR USR w IYI �PI]1RBWI0DW IiwMb LWAIwCRON WDHTi05 OOOlMRR. IDPIIQMPOONLNNY�OPE REF. I Bb(Idil�Cpb 14. E%CEFT AS E%PRESSLY PROVIDED HEREw. nOAmfrtONAt CONFIGURATION 0 AMe Z -o32 ,s2 �RTELGnoNsaA,wFmMAno"saEw16�. 12-MEE-01 DETAILS ON Gil PN0 16 STANDS SHALL BE INSTALL®VIIfHAMROMUM CLPM HE[OMw OS %% ACmPDAP10E WITH POC 15113 b FNCTIm xr SHEETS 2B3 16 Mw]-SDUf mNDEN51N0 MECHANICAL LOOTsTS (PERSEPAPAre C65nFIG'RON) SHALL BE AnOlOREO PER DETA6�A4 OlU51RATE0 STAND WLDTH �� SOT NFRHN. &IPG SPACING PER 1]. AC STANO95HIW. 8E PTIMANENTLY LABEIIDYITw AMPID4UM OFOfE CONFIGURATION LABEI. PFA PPMIC ASSEPEI.Y CONTAwwGTHe PpLLWwGt as DETAILS ON SEE DESIGN SCHEDULES METALLUM EnTERFRI5E3. M1AM1 FLORIDA /T SHEETS 2 B 3 \V FOR BASE REACTIONS POAM1-DADe Mi000Ct CONTROLAPPROVED cul NOM USE ANY COMBINATION OF •� UMTS TO FR STAND PER I 900 LB MANUFACTURER'S REQUIREMENTS. THE NUMBER OF UNITS MAY BE WQp{T LESS THAN SHOWN, BUT MAY NOT EXCEED CONFIGURATION LIMITS AS SHOWN. WHEN USING MULTIPLE SIZES ON ONE STAND, UTILIZE MAXIMUM UNIT SUE TO '6'-0' MAXI DETERMINE ALLOWABLE DESIGN FROM DESIGN TABLES. STAND CONFIGURATION A {h -W-4 I 450 LB 450 LB 450 LB x MAX MAX MAX WEIGHT WEIGHT WEIGHT �-W--4 r 450 LB45018 450 LB 450 LB x MAX MAX WEIGHTWEIGHT WMAX MAX EIGHT WEIGHT �F I 1 EQ.--I--EQ•TEQ•TEQ, 12-0• MAX 4—w-4 T- I 450 LB 450 LB 450 L6 45D LB 45018 x' -T WEIGHT W pIT W pHT WEIGHT W R C° I EQ•--�-EQ.--� EQ.- {--EQ.TEQ. lr-o• MAX STAND/UNIT CONFIGURATIONS NOTHI A/C UNITS WITHIN STAND TYPES MAY BE COMBINED BY USING MAX ADDTOVE WEIGHTS AND WIDTHS;ALL HEIGHT VALUES SHALL REMAIN AS SHOWN HEREIN 4—Wl--4-Wl--}—2xw1 T -is —� 450 @ 450 @ A .1- MAX PE0. MAX PER BQUIO.... +- UNIT UNIT TO,,,, �-w--4 145018 450 LB 450 LB x MAX WEIGHT11 MAX -EIGHT11 MAX WEIGHT 450 LB MAX �tl 450 LB MAX 450 38 MAX 4M LB MAX f'EQ•'t"CQ• f EQ.-}'EQ•'f x 9'-0• TYPICAL 12'-0' MAX 450 LB 450 LB 450 LB MAX MAX MAX 4—W--4 7 Ix 4.L 4US 4MAX WQGTI' WEIGHT WEIGHT WEIGHT � 4� WEIGHT WEIGHT �tl WEIGHT WEIGHT WEIIGHT WEIGHT EQ.--f-EQ. �--'EQ.TEQ.--�-EQ.T'EQ. 38 0' MA% � EQ.'_I"'EQ.-T-EQ•TEQ•'i'EQ• EQ.TEQ.-f•EQ.•.�-EQ.•.}•EQ.•�-EQ.•+•EQ.TEQ. 18'-0' MAX Ir-D•TrPlua is -0• MAX = 4. 4M 4M 45M 450 I8 WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT I I EQ.-�--EQ.T EQ.-�-EQ.•-� EQ. TEQ. is-0.Traca- 18'•0' MAX T 4—w--{ I 450 LB 450 LB 450 LB x MAX MAX MAX WEIGHT WEIGHT WQQR �tl { Et' Tmcu Q•'4'EQ•'4'••}EQ. 7YPICAL IS-0•MA% r i 4 4MAX � 4.0 4.0 WEIGHT WQGR WEIGHT WrR Z �tl EQ•i-EQ.-DEQ.+EQ.i EQ.-{-EQ.� se•-0•MAX T-• 4—w- -4 S 45A 4� 4 4 450 US WEIGHT WEIGHT WEIGHT WEIGHT WQGR G� I II 1 1 I EQ.-}-EQ.T EQ.-�-EQ.I--EQ.I-EQ.-}-eQ• Is -0• TYPIfAL 18'-0• MAX PRODUCTRwAm Btaft CC.6 BM Flmide ACoeplBapp�2-oSz .02 n "W' l—W--7 7"W" 450 LB 450 3B 450 LB 450 LB 450 LB 450 LB x MAX MAX MAX MqX MAX MAX 450 LB MAX 450 LB MA% 450 LB MAX 450 38 MAX 4M LB MAX 450 MAXI % x 450 LB 5MAX0L 450 LB 450 LB 450 LB MAX MAX MAX 450 LB 45018 MAX MAX WEIGHT WEIGHT WEIGHT' WEIGR WEIGR WQGH7 I� WEIGHT WEIGfI' WQGTI' WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT EQ.--f-EQ. �--'EQ.TEQ.--�-EQ.T'EQ. 38 0' MA% � EQ.TEQ.-f•EQ.•.�-EQ.•.}•EQ.•�-EQ.•+•EQ.TEQ. 18'-0' MAX EQ.-�-EQ.TEQ."i'-EQ."�-EQ.--�-EQ.-�-'EQ. 18,-0' MAX � STAND CONFIGURATION B Bi STAND CONFIGURATION Bl B2 STAND CONFIGURATION B2 N Lu W F STAND/UNIT CONFIGURATIONS & STAND COMPONENTS NOTE, A/C UNITS WITHIN STAND TYPES NAY BE CDMwNED BY USING MAX ADDITIVE WEIGHTS AND WIDTHS;ALL HEIGHT VALUES SHALL REMAIN AS SHOWN HEREIN -w1—{{--wl--4 i 2xW1—{ F_45_0_@_]4501b M NPI,IP.R MUANP�ER E( TALENT � 9 I --W-4 r�W'—{ T- 1 9 4 I 41110 45F 4� �_ I WQC4Hf WEIGHT I WEIGHT' WEIGHT WEIGHT j—fi10• MAX—} Y��{- r--9•-0• MAl(—� t�--w—{ I 450 LB —LB —LS 4.. WEIGHT WGH WQGiT WEIGHT G� 13.0• MAX }—W--4 4SM 4A 45M 4S 4M „t3 WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT �W II 1S•0• MAX T }—w-4 I 450 LB 450 LB 450 LB 450 LB 450 LS 450 M pp� WQQR WEIGHT WD EII WEIGHT WEEq �t 18'-0• MAX STAND CONFIGURATION C T-�W� FOOTNOTEy-I—W-4 FSEE OOTNOT I 4 a I I 4 4SO 4 i I wQGHf j wQG11T G pII wQ6ltT MAX WEI j WEIGHT I a jt� 6'-0• 6'-0•MAX--{ �TYP•� -7--1—w--4 9•-0• MAX = 4 4 4 45-0 ,FOOTNOTE I WEIGHT WQf.Hf WEIGHT WEIGHT! 6 'i� MAX TYP. 15-D°MAX r}—W� = 451O 4-1 4F 4� 45� ;_SEE OTE WEIGHT W.. WEIGHT WEIGHT WEIGHT MAX PYP. 18'-0° MAX t W -SEE I 4Z 4 4 M X 45 4M , I WEIGHT WEIGHT WQ EIG WEIGHT WEIGHT Y TYP. 6' 0 1 MAX 11 18'-0• MAX %STAND CONFIGURATION D* '" FOR THISSTAND TYPE, ASSEMBLIES WITH UNITS GREATER THAN 30• WIDE SHALL UTILIZE ONE LESS UNIT THAN SHOWN IN MULTI UMT CONFIGURATIONS STAND COMPONENTS: a�2'.apb�ox 0.130• gQ ZS 0.094' x,0.188 �1a7s•-� SQUARE 1 RAIL I-BEAMZ 2 TUBING 6061.76 ALUM 6061-7'6 AU1M 6•=1'-D• 8•=1'•0• is -20 x %- III THUG MBSBSCREW, TO 1.500• II REFUSAL r '1 oa5o• I�I a.sfio• 0.125' ! II t_6.145 p,33p•F- J L 1.9• 1 0.130Y- O.D. 1.420 SQUARE °' 2.000 21 TUBING 3 C -CHANNEL 4 POST 8081-7'6 ALUM 6°61-T ALUM 6081-T6 ALUM HOLE FOR ANCHOR WITH 1J4• 3/8• 0.747' 1 6/8• 1 UNI -STRUT S MODEL:P4100 ASTM A38 MIN. STQl '--TUBEATCENTEROFPATE (SEE DETAIL 3/6) BASE PLATE 6 606176 ALUM 6'�l'-0• m DESIGN SCHEDULES 24' STAND DEPTH . ImID,RPM9m1800PJ4pT[ON 100.185 NIIH NDS/ �'•• auowAmd Mvm vRaamars ,yD �. _ DINN490.0NS �� 9PNOlTPl:C ANCNORTYPe; 400.! STAND IYPe:D pNdORTYPC:10R3 AXCI1g11YPC: 2400.8 pNON00.1YP8:100.J NAL Y3e NAF. NAO. BR9e MPL b140 '••VS\ � Q' i •d] N00M m ror IN) NA% MA% ALIUMY� PLIDWPBIB NAF NAF MA% -r)pRA-L ALLOMpB10 aU NYS ALLOMA"l0 A=- AIIDWABIB MOMCm-(.)BNGRM O m uMR)m DRPYIIY(n �`\ O� I�iP91 WSDT(P9P1 IAPD 1151! tlDiDi LDSpI (3P) PLDT (PHM SAO (107 1MDJ(PSF9 ` 14• 24• .O PSP 63.5 P8P fair M.9 P9 40.919 AP9 61.5 PSF 1.9 P9 90.919 3%bl&R x03.910 8911 0.8 A0.91B .�1 J >]d p9 %.9 P9 a6eD9 460 PSP .AP9 %419 433 P9 B5.]P9 %b PSP m P9 AAP9 SOD.>P9 se13I M.6 p9 919 P9 1l9.]l&IT 3eve1"-R SASIe Se1b1H 9Riid w9a 1B 86A. LB >As16 3Y3Y ]Y u.P 311 x9• Lr 911 %.P DESIGN SCHEDULE A S6)P9 A.JP9 B.3r 101119 -31.5M 163 D9 iaf PST 88J Dg N.1 PaP 43.6 PSP i1d P9 60.6 PSP 391 P9 I%1 PT 514119 66.6 P9 ]3.914 156418•R 1%.I l&fT 576018 ]]1118 1066618 BribLO 9%518 )86118 K` 31• Z4 M' I. 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A9.91H 461818 !16818 982418 4..418 J0.0P9 A.S P9 30.719 11.33E 161W MOO 9MMF 41604 6).531 91>D9 27620. 9&119 19131 0.919 3193/ 46.5 P9 .509 ]421!&8 361918 18!.918 53150.8 5)6358 14• 911 %.P %• OmMf5Rf9NML®Mu0DP8 ZP d4• %' %• 810 P4 48.9 P9 62.0 PSI 31.0 PSP 616 PSP 34.8 DSP 93.0 P9 &0.531 60.63) %d DBP 91619 22819 74.719 JJA PSI MA P9 42.&09 SM.S 0.&R .1l8R m.2- -M ]%.J tB .16118 4804 LS )83.]18 9%b18 12-MEE-01 9Y 31'A3E 44' aq A-31431 41)19 ..809 YM.21&R 200.3. 4%.818 l...t6 u-]9.8=.4. 919 D9 169 P8P 111 P9 111 P9 %A P9 19.1m AdP9 119 09 1A.] IbIT A9.3I8 501.418 456018 • 2P 1-909 f.3 P9 710 PSP %.9 PBP 10.6 PSP 504119 NAPA/ R33P ..1- 119 P9 58.03E 4.09 T10P9 ]6931 %.031 260 P9 2%S LB-R 1761188 309.30.8 16&]18 A4A le S%.l LB ]6• %• 14• >! 9Y 3Y �• 441 P9 2.." P9J 41109 Sf.I PST %.8 PSP 144 P4 586 P4 Al P9 44.7 09 2213T 91009 164 P9 50.931 .A PSP ]8.331 193 PSP ]762 LB-IT ]Jb.]IbR 160.1 lB 164.9 to 41". 416.318 -A. 361318 409.118 ar� 36' %• %• 4Y 4T 91)19 16819 4.019 lxs P9 1643E 1{319 40.609 20.119 ]0.3 P9 IS3 p4 30.13E 180 P9 315 P9 If33P ])b.]l8-IT ZJ0.2L8•R IMS IB IM3. 4..618 N5218 4]2118 -8. I� 3r >T M• •N ON135HNL YE 11414 11.119 ND1UN 0191110.5 81181- �;':,F;.: 17.0 P9 1].s P9 -.004 1040 NF P¢O1A1(1fA1 NAY IUPC 02`MAY. IJ6.]l&IT IM.91B 461018 306118 DESIGN SCHEDULES & CONCRETE COVERED BASEPLATE DETAIL !]AND MAY BA68 RAY B m MAY GASB MNL 6-098 � NY (M HMGXr MAY ,� MAN MAY MAN MAx aAY MAz ,� MOMOM (M) -m I9R]ITm vm(c ALLOMABIP �� ALLOWT� � �� ALLOWPBIC �� AUOWAel2 �Wen�v ALLOWA&! ANNE �� N3DWAOIE �� 1ARVT(v5M �� msM �� LdL6FlF9) �� 1wlnT co9F9 1AAo� 1RLIFTt� 1aAo (�o49 1mlarfF91 N• SC 39' Z10.03P lOD-03P f9S1 P9 90.6F4 100094 100.0 FSI 300.0-9 100.0 P4 %1.604 816 D4 16Sb PSP 928 PSI ]16118 -PI' JTL>IB SI6501H 990-0 t8 9Y 3r JY 1fl13I 96.6-9 I290.>1B 1339028 DESIGN SCHEDULENOTES: %• %^ %• n.o-9 %.sFg w999 ;W5 1 m33P 1PSP s»i 4r 4Y 4r S/13P 26A D4 %304 10.699 90.1-9 9.0 OSP 9191 Wx6X iI4WGIIULTIELC B¢PSM 9r 3T SO' S1.23F ]Sb P4I 30.9-9 384 1 OXG STAXD, e]¢IIB MAYIRUM UXrt ♦M®YNfAI.IPIIIB9HNL HAV6AIpR0111M OPPOI A4ILLOSIMI®X8R603.ALLREIHM[GILUMBMAYIUVIAMAAMUM OEaO] 4uTo o2T6NmlEA11AWA018 WDID MB511RBf PROM DBIGN 48" STAND DEPTH, WITH 4" THICK CONCRETE COVERING (SEE DETAIL 4/6) CMOR DCRDWI.D POR ]. ANUIORTYPP9IIBFC0 M60.P01. 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J3' 3Y 34^ 92' 200AF9 106099E ITIA94 80.)94 i96o PSP 1314-4 ]00-004 691 P9 300-0F4 118199 1000 PSP >9.104 300.0-9 3RA 09 100.0-9 80.0 PSP 200.0 PDP 118.>09 100.03- 11399 300.094 143-094 IOOA 93 46]A te.IT ri.5- 4793 L&IT 449.918 961.616 >81J18 900118 5- BJ2618 919' 99.9• 3- 31r Sa• %' %" 300-0 P9 100.03E 1-- %.1 DSP 100.095E 11013E %.0 P9 %.IPSP 1818951' 1- 91.494 61904 300.0 P9 1933 D9 100.093E ri.13P 141.199 Kg. 6193F 4]-004 164109 114.499 826 MW SA.9l8IT 433E 4393 LEFT 941.8 LB 461.616 9t931B 91].6 LB 4618 L0 641)18 - 39' 24' 2W.O P4 100.009 161293 81.199 163-0-9 91)04 300.098E 100.0 PSP 139-0-4 611 P4 139-03F 69394 4129 L8 -IT 9119 LB 631016 SD6A3 9Y 3Y 34' ll' 183.9 09 eL) 3F 100.999 80.994 1021 P9 W.83P 49.0 PSP 46995E ]11.6 Pv i0>3 P9 619 P4 !9994 139.004 IZlb PSF 69.499 00.934 91) 99 86493 969 94 40.3 D4 111109 90.9 P9 Sl.D iff 4-1- 48.904 4129- 312016 312916 M.018 681618 491916 5ASIB 4Y 4r 4Y .1 PDP 3.93- 4)b P4 =41.. >0.804 99.6 PSP 4.4 PSP Y1A 99 84.394 63.4 PSE 41)09 JI.)O4 90.13E >3.4D9 96104 43.13- 60.i 09 4>b 94 91093 21.8 OSF 42304 3)A 38699 412918 -IT 411918 -FF J1Z9 L6 31L91H >t&IIB )56318 6>11 L0 614118 9T JT 34• N !4' 34' 85.S F9 421 D9 191.93- 3.93E N994 511.9 P9 34.9 DBP 34.9-9 69.93E 133.9 DSP 38.4-6E 89934 64.03- 143.8 P4 ]1004 ri.999 41399 98.93E 313 P4 43.03- 91.0 F9 99.9 P9 3S.]P9 41.93E 4129 L&IT 962.9 LBFE 3118 LB 3L1.9 LB >p0.6 t8 503.838 n).9 L8 961318 ]6' 96' 9Y 26' 11>.p FSF 619-5- 131-0 D4 5143- 341609 611)-9 319 P9 92304 841-9 )4.0 PSP 9163- 3)1004 9S.9P9 6913- 41.93- 91.63- 0.1904 %.l 3P 31.999 2]1)04 31.031 60.894 %.4 PSP 39.0 PSP ]81918+4 9618 teiT 319.918 119.9 Le D41938 E939 LB 411918 4W.118 9' %' %' ]3" 88.594 991 D4 lIb 3I 3SA 31 !9.099 39.53- 60.93E 94131 M304 ]li D9 5333E M6P9 36191634 219.918 %1918 41118 4r SY 4Y 64.93- JZp 99 69.9 D4 MA R4 %309 101909 ]9.t 3F i>2 D4 4393E J933F 3L93P Sp.63P 49.931 49.2 PSP b.6 D9 33.199 9193- i9.43P 10.493 19.)DSP 99.609 34.199 1993- 1]194 382918FT 9W.91e-Pi' 315.918 31D.9 L6 389918 6119 L8 118.018 6]2.>LB APPROVED UNIT AND CONFIGURATION (SHEE(S 2 B 3) 6• MAX 1 16• MAX 1 ENDPOST DETAIL N.T.S. ELEVATION VIEW I -BEAM 4 ANCHORS PER PLATE 1 �') CHANNEL TO TUBE W/ (SEE ANCHOR SCHEDULE) v" FULL PERIMETER WELD •C CHANNEL BASE P1ATE i I HOST STRUCTURE PER DESIGN SCHEDULP PROVIDE WELD STEELI NC.NO ONC.HO CSTRUCTU PLATE DETAIL �• FOR FULL VISIBLE / T PERIMETER OF PIKE T TO PIEECE BQUAM TUBING (DIU ROUND TUBING z FRAME ASSEMBLY DETAIL VSCALE: 3--l--0- ROUND TUBING Q 4 ANCHORS PER PLATE 1 �') Y' FILLET WEIR FULL (SEE ANCHOR SCHEDULE) I POST CIRCUMFERENCE �" TO BASE PLATE BASE P1ATE i I HOST STRUCTURE PER DESIGN SCHEDULP _ _ __ I / BASE STEELI NC.NO ONC.HO CSTRUCTU PLATE DETAIL is1 (REF DESIGN SCHEDULE) / T J SCALE: 3°=1'-0• BY OTHERS). 3' CONCRETE TOPPING ASSUMED (BY OTHERS) OVER EACH BASEPLATE, 4• 0 R DEEP r, CH TYPE 3 3 OR 4 CONC. TOPPING OPTION T - 1'-0• SECTION VIEW O 1-x 22 GA A/C UNIT HOUJG�(l) 2'z2'x.093'z2• LONG 6063-T6 STRAP (0.0317 A36 A/CUNI!. (3) Y'0 316 SS PER UN AWM.ANGLE PERCORNERW/(4)THTSW/STEEL014 316 SS SMS TO HGUSWG (0 03�AiY° SAE WASHER TOOF EUNR & I -BEAM RAIL, OR MIN STEE& NUT (0.625.0) FASTEN (2}3.5•x22GA (0.031• MIN) A36 PER CORNERMIN. GALVANIZED STEEL CUPS WHERE A\C UNRSSa M;PERCORNERW/(2) 014 316 SS FRAMING (0.094' Q) 14 SMS TO HOUSING UNR & I -SEAM MA36 MIN STEEL)I-B RAIL (4 PER CONNEC ION). ISACCE%IBLE,I-BL90LATOR PADS BEYONO OR PADS BEYOND U OTHERS) MIN. 4 PER BERS) MW. 4 PER �1 A/C UNIT TIE -DOWN DETAIL ALT. A/C UNIT ] SGLE:3•-1.0• �z1 TIE -DOWN DETAIL (3)-012 SAE GRADE 2 SHEET METAL SCREWS PER ] SCALE: 3•-I'-0' ALUMINUM ANGLE VERTICAL LEG, (2) 014 SAE GRADE 2 SHEET METAL SCREWS THROUGH (4)F,4100 HORIZONTAL LWTO I -BEAM RALLTOP FLANGE. UNISTRUTS PER �7•fECHgPIICAL UNIT BY ORIEPS A 2 1/2-1 MECHMICAL MECHANICAL UNIT r___ _______ ._______ _ _ UNITBYORIERS 0 114316 G0'TU 45° Y/,\ AM UNIT _JLj ALT. A/C UNIT 3 TIE -DOWN DETAIL ] SCALE: 3•-1'4° (2 ON EA SIDE OF • MIN. rtl:AC-r7Y N PROFESSIONAL C UNIT WIDTH), TYP. I OSHALLVERIFY 0.093' OF HOST UCTURE 1'xtx0.93' MIN x ROOPINC (3)412 SAE GRADE 2 235• LONG 6D63 -T6 SHEET METAL SCREWS 0Y OTHE ALUMINUM CUP FA 1• :N* PER AW MNUM ANC LE SIDE OF UNISTTLVT ' VERTICAL LEG, (2) 014 i PAIR, TYP. SAE GRADE 2 SHEETMETAL SCREWSHROUGHASSUMED URUZE THIS XORQOMAL LEG TO DETAD-FOR 4TY 4 4 I -SEAM PALL TOP FIANCE r MEa°urlw 4 UNISTRUT ATTACHMENT SECTION A -A PRODI CTRBVISEDM STRU RE UN3T5 DEPMS THAT (SECTION VIEW) m®ptFm6wBnum vlD BAST ARE LESS THAN 48• ] SCALE: 3•-1'-0' 8=( 5 12-0327.0 1. TV. EDGE S'x"' BASE PLATE (4) Y°0 SAE GRADE 5/ THREADED ADDS WITH / Y•0 SAE MIN. WASHER..__!!!/// AND LOCIUNG NUTS (0.625.0), TYP. ANGLE, TYP, (2) CONTINUOUS P4100 UMSTPUTS TO MAT(H- BASE PLATE FOOTPRINT ABOVE. EACH SIDE OF DF ANGLE EACH SIDE ANCH00. ROW SEE SIDE VIEW FOR MORE DETAILS. `-- �Tr--� I•BEAM MUST BE ­' - T % / � • < , \/ �r PARALLEL TO TRUSSES ITIIr,, z ' a � 7 TO UNISTRUT DETAIL FOR THIS DETAIL v CglDp) J ` ROUND TUBING (T ADJACENT POST ROUND TUR: ASSEMBLY TYP 1' STAND DEPTH PER B TYP. EDGE V, DEIGN SCHEDULE y,• BASEPLATE AN 0. WOOD: ADD 4AAND SCREW, Y.'0 AS ASHER(0.625'0), 3Y• ED, I•MIN.EDGE DISSEL• ADD (4)THRUSOLT,Y'0.WASHER AND LUT(0.6250). UTILP AND) BOTTOM, TY 1.0317 MIN SR ON TOP OF OjfJ.Y V STEEL I -BEAM RALL B ] (1)V 0316SS THRU BOLT W/ 1.0 I -BEAM WASHER B NUT PER MECHANICAL UNIT FOOT I CORNER, 4 TOTAL). ALT. A/C UNIT TIE -DOWN DETAIL SCALE: 3• -r -D• •, s%+ W m � 19 z ' a � SMS TO HOUSING UNIT �SEE DESIGN SCHEWLES (0.031' MIN) A36 MIN. G FOR REACTIONS PER EACH CLIPS PER CORNER W/ (2 POST, AS ILLUSTRATED TO HOUSW HERMN'Typ. A/C UNIT HOUSING ,M (0.0317 A36 MW, SAE MIN. WASHER (2) P4100 UMSTRUTS TO EKISRNG WDOD TRlE:S (lULIZE N MATCH BASE PLATE -FOOTPRINT ABOVE. MEMBPAS(G=OSS MWJ OR Y• ALUMINUM ANGLE, A36 MIN STEEL (OVTEGRITY BY TYP. OTHERS), TYP. SECTION B -B (SIDE -VIEW) ALTERNATE BASE PLATE ATTACHMENT 6 AT WOOD/STEEL TRUSS MEMBERS ] SCALE: 3•-110• ANGIOR X09! AISlINt0E8flOPiRY! Tuve 9TRUCRPB IIt BRHORMEa6H £f MEfAL9f!£W9 W 1lC m BIFJ9. Sae WA9lD:A (08ffi'0)T09iWILTIRULBTEfeI REI®eR8 (1Q Im! TN0DEB9J 9RI'08M URMER SCPPVW919.9A9 Wa9XPR ® WowTl811'01.91&'1lIIiiTHRERUPD�E11UD0N T1Ux 9009 asraxca ro rRxro FRa16VO XD®FA r 10196nE0PA0E6BxeETi6RaL90TOfNOY6lId (� erED. 9oEwa9lmR ma+zmTro9rRuauzuaTaO. �tuswinmDses�. 1(NPo @X9MID0Ra0LT 00NIRSR9 ©} MCHDRYaMWI OPaRe YNO�i(AxTAO), �"� x-urXm(eNeewmna9•emieD09 DIHDWCBTOlN& 6W COXGREIH 0PU ars OPMR! THRU60LT W m t!r ea ® 8}8EL WaW1ER8 Wl(a.BASO)T080SUCRNPL BreeL x�s19 81tB'emJt1o00@89) ANL:MUM IVU 1 CJ: L ANOIORS SHALL Be IXSTnuIDuu®IdNO!wnr Nll.Ma[nta0m' RELWlMAWTIOXa. L � MDDlxlll eWe06lMts AS xOiLTI Dl AxtH00.8[l@ONBFm PAGI A WOOD HOST 6TRLLTURl81Wl.al9WTIRAX FIIIE O.9.!l OR 6RPA1911000iID. 0. MIxDNM B®EDIXEXT6HaLL BHA9 x01®DI PXOWReO�D1AP. MADNx eM�Orrenr axD eDae OTsrArea mIGND� Roomm eDrtalTs a WH0eeY6TTX08iR0CNR@to w00DTRU55D,exASRXOAVAR.ANAMAYVARI'. rreLD vERDYTxAT rasrmreRe am ULTo AOERwre wooDreuss MlMBCP9, nm D1T0 RWY000. x. �xcRerE axGloR9 eXat ae DarAumTo xoa•cPAGmO caxaera suallRare onLv, coxwere au9srRAre lOx1MM TI¢aucm9aXau 9e lsweron ErmeOxeKr. t. TM6ANCN0R 0 LITICND® TOR IISe TVIIX 00. wRXOVTCONGtEre LINER® fY3@MAre& 8E9 BNEETa f0R MORED00NMT[ON. 4m � Lu E � a m 00 ®� (4) PFA AWFDNUM ANGLE U.=PER MAX EE OR (2) PE0. CALL MECN EA SI UNR (2 ON EA SIDE OF IOT00. PADS BEYOND UNIT WIDTH), 7YP. (BYUNI OTNE0.5) MINA PER A/C UNIT TIE -DOWN .EACTIONS 7 TO UNISTRUT DETAIL ] SCALE: 2 ANri4nR CY'HFTTI)T F- SAE MIN. WASHER (2) P4100 UMSTRUTS TO EKISRNG WDOD TRlE:S (lULIZE N MATCH BASE PLATE -FOOTPRINT ABOVE. MEMBPAS(G=OSS MWJ OR Y• ALUMINUM ANGLE, A36 MIN STEEL (OVTEGRITY BY TYP. OTHERS), TYP. SECTION B -B (SIDE -VIEW) ALTERNATE BASE PLATE ATTACHMENT 6 AT WOOD/STEEL TRUSS MEMBERS ] SCALE: 3•-110• ANGIOR X09! AISlINt0E8flOPiRY! Tuve 9TRUCRPB IIt BRHORMEa6H £f MEfAL9f!£W9 W 1lC m BIFJ9. Sae WA9lD:A (08ffi'0)T09iWILTIRULBTEfeI REI®eR8 (1Q Im! TN0DEB9J 9RI'08M URMER SCPPVW919.9A9 Wa9XPR ® WowTl811'01.91&'1lIIiiTHRERUPD�E11UD0N T1Ux 9009 asraxca ro rRxro FRa16VO XD®FA r 10196nE0PA0E6BxeETi6RaL90TOfNOY6lId (� erED. 9oEwa9lmR ma+zmTro9rRuauzuaTaO. �tuswinmDses�. 1(NPo @X9MID0Ra0LT 00NIRSR9 ©} MCHDRYaMWI OPaRe YNO�i(AxTAO), �"� x-urXm(eNeewmna9•emieD09 DIHDWCBTOlN& 6W COXGREIH 0PU ars OPMR! THRU60LT W m t!r ea ® 8}8EL WaW1ER8 Wl(a.BASO)T080SUCRNPL BreeL x�s19 81tB'emJt1o00@89) ANL:MUM IVU 1 CJ: L ANOIORS SHALL Be IXSTnuIDuu®IdNO!wnr Nll.Ma[nta0m' RELWlMAWTIOXa. L � MDDlxlll eWe06lMts AS xOiLTI Dl AxtH00.8[l@ONBFm PAGI A WOOD HOST 6TRLLTURl81Wl.al9WTIRAX FIIIE O.9.!l OR 6RPA1911000iID. 0. MIxDNM B®EDIXEXT6HaLL BHA9 x01®DI PXOWReO�D1AP. 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