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MC-14-1697Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217243 Permit Number: MC -8-14-1697 Scheduled Inspection Date: November 03, 2014 Inspector: Perez, JanPierre Owner: BENJAMIN, PAUL Job Address: 1441 NE 101 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: AAA MODERN AIR CONDITIONING, INC Building Department Comments Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number (305)757-5351 Parcel Number 1132050240270 Phone: 954-921-4486 REPLACE 4 TON AC Infractlo Passed Comments INSPECTOR COMMENTS False 'V tt/ October 31, 2014 For Inspections please call: (305)762-4949 Page 5 of 26 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. October 31, 2014 For Inspections please call: (305)762-4949 Page 5 of 26 0 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 C ETV� D AUG 05214 BY;—N � FBC 20 P Master Permit No. tnc H — 1 (p,— `-4- Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:_Iqg j e 0 W4— City: FMiami Shores Coun Miami Dade Zi Folio/Parcel#:—IIS cy� b -a4 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Tenant/Lessee Name: Email: ny Titleholder) OR State: Zip: Phone#• City: p� State: r LIT Qualifier Name: Phone#: State Certification or Registration M ��� Certificate of Competency M _ DESIGNER: Architect/Engineer: Phone#: Address: 4 .„ C'3 City: State: Zip: Value of Work for this Permit: $ f l 2 / s Square/Linear Footage of Work: Type of Work: ❑ Addition f❑eration F-1 New epair/Replace ❑ Demolition Description of Work: ` 7 /i�l Specify color of(( ccjjjolor thru tile: Submittal Fee $ Permit Fee $ o CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 1 � 3 (Revised02/24/2014) S W` i 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 charge s Signatur iMe OWNER or AGENT The going instrum t was ackn wledged before pe this day f 20 // by Ld� 4-u who is personall known to me or who has produced l►-/,�"I as identification and who did take an oath. d. Signature ' L' CONTRACTOR The for ging instrum t was acknowledged before me this day of fi , 20 1 1by • who is personally known to me or who has produced as identification and who did take an oath. �-o.. ate, t,nmibyY Du 11 r . otarLugh 'Pu "c te of Ftorida ; _ . Notary Seal: My Coay 19, 2017 _ , �* Y Public -Stare e My Com CoE 868587 's;;r «oma, m. Expires Mav c t 7 Bondedal Notary Assn. • of �„;�`Commission # EE f a Bonded Through Nafin- �j APPROVED BY C/ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) f�A MODERN AIR SALES %HIPPEN WAITERS RD. DANIA FL. 33004 __ Benjamin Ne 101 St i Shores FL 33138 4 PROPOSAL # QUANT SERVICE - e-mail AGE # INSTALLATION i CONTRACT web site www.aaamodernair.com inimnnamndernair.com Alexis Benjamin 1441 Ne 101 St Miami Shores FL 33138 INSTALL ALL EQUIPMENT AND ITEMS LISTED BELOW AMOUNT 1.001 Estimator Name: Hans KW Heat Strip__ 10, 4____, Seer 1.00 1.00 Tons -16— Bryant Condenser Unit Model # 126BNA048000 1.00 Bryant Air Handler Model # FV4CNB006L00 10 Parts 2 Year Labor 10 Year Compressor 1.00 Air Conditioning Unit Manufacturer's rran ty: Wa 10 Year Condenser Coil 10 Year Evaporator CoilYear 1.00 New Float Switch 1.00 New Programmable Thermostat 1.00 New Poured Concrete Slab 1.00 Flush Existing Drain Line 1.00 1.00 New Air Handier Box All Air Conditioning Permit Fees & Load Calculations Included And Test For Proper Operation. 1.00 Remove All Debris & Equipment From Premises: System Start Up 1.00 Hook Up To Existing Refrigerant Lines Lines q { 1.00 Evacuate Refrigerant �e� C4-a£�4� 1.00 Hook Up To Existing Duct Work �' f / LJ cis 1.00 Hurricane Strapping Per Code V 1.00 New Rubber Isolation Pads 1.00 Hook Up To Existing Electric 1.00 New Air Handler Breaker - 60 amp GE 1.00 Existing Location of Air Handling Unit In Garage 1.00 Existing Location of Condenser Unit On Ground 1.00 One Year Maintenance Agreement Included [2 Visits] 1.00 Blue Poly Filters [12] Included 1.00 Duct System Inspection Included CONDENSER STAND TO NEW POURED SLAB. 1.00 ATTACH EXISTING 1.00 1.00 TOTAL Customer Will Receive AAA Modern Air Discount If Paid 8y Check 1.00 FPL 5,121.00 -780.00 $3,960.00 TOTAL "Customer satisfaction always comes first" Thank you for the opportunity to bid on your new a/c system. This work sheet is designed to give you more detail on the scope of work performed. Please feel free to call us with any questions. NG THE FACE OF THIS NOTE: PLEASE REFER TO BOTH SIDE OF THIS CONTRACT FORALL TERMS AND CONDITIONS. BY EIS TO AB DE BY THE TERMS CONTRACT, PURCHASER ACKNOWLEDGES THAT PURCHASER HAS READ, UNDERSTANDS AND AGRE AND CONDITIONS OF THIS CONTRACT. TERMS AND CONDITIONS: You are entitled toledand exacted xa to up tocopy of fithe contract you , and breakersherefr refrigerant lines, drain lines, slabs, roof replacement and new A/C systems will be stands and support brackets, air handler platform boxes, condensate pumps, smoke detector, fire dampers, thermostats, humidistat, dud work, thermostat 78 ees for maximum cant guarantee any particular cooling temperaure. it is recommended to set x st n t building constructions and South rF orrides high thumilityrand heat wave weather conditions, s on electrical supply and return air grills. Due to your econditions, eller 9 ees could result in your air conditioning system to run for extended length o time. collection cost, and u it becomes necessary to take collection actions for any charges, THE CUSTOMER, shall be responsible for ail court cost, usage. Temperature set below 78 degr reasonable attomey?s fees incurred to collect any unpaid charges 1 Salesman a Customer Print This combination qualifies for a Federal Energy Efficiency Tax Credit when placed In service between Feb 17, 2009 and Dec 31, 2013. " m r _Alltr;nZ7; n1m Manufacturer: BRYANT HEATING AND COOLING SYSTEMS j FEW, Trade/Brand name: BRYANT HEATING AND COOLING SYSTEMS Series name: PREFERRED SERIES PURON AC n,+ Manufacturer responsible for the rating of this system combination Is BRYANT HEATING AND COOLING SYSTEMS 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 r) Indicate a voluntary rerete of previously published data, unless accompanied with a WAS, which Indicates an involuntary rerale. 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 ilsted 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 end confidential reference purposes. The contents of this Certificate may not, in whole or In part, be reproduced; copied; disseminated; AM 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 Informatlon 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 r i .-3 ©2014 Air -Conditioning, Heating, and Refrigeration Institute NO.: 130917278824x11 ••• .NNS .. 44 4 . Ratings followed by an asterisk r) Indicate a voluntary rerete of previously published data, unless accompanied with a WAS, which Indicates an involuntary rerale. 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 ilsted 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 end confidential reference purposes. The contents of this Certificate may not, in whole or In part, be reproduced; copied; disseminated; AM 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 Informatlon 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 r i .-3 ©2014 Air -Conditioning, Heating, and Refrigeration Institute NO.: 130917278824x11 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 onsi gle sheets aret acceptable. W/ / Job Address (where the work is being done): A/K ®/ IIST- 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: YESO-NO ❑ ARHI Sheet Attached: YES [ NO ❑ Contract Attached: YES � 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 14 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractors State Certificate or Signature (Quaifffees signature) (Revised02/24/2014) J Certificate of Comppeette cy NO. Dater®o L_ •••6•• • 6606.• •6000• 60.0• •666. 00000• 6 a 000.0 • • 666••• UNIT BEING REPLACED DATA NEW UNIT -7;i--A MANUFACTURER L.2ief - AHU or PKG. UNIT MODEL # �° • COND. UNIT MODEL # KW HEAT J • •••.�• NOM TONS • AH ACU PKG 1) M.C.A AHU gglj.. PKG AHU CU6U PKG 2) M.O.P AHU GU PKG ...' AHU CU PKG 3)VOLTS AHU •Gl+l••• PKG •.• PKG UNIT PKG UNT • • • • EER/SEER YES REPLACING DUCTS YES • :. • •:. YES REPLACING THERMOSTAT YES • YES r NEW 4"CONCRETE SLAB YES • YES NEW ROOF STAND YES 1600 YES NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 14 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractors State Certificate or Signature (Quaifffees signature) (Revised02/24/2014) J Certificate of Comppeette cy NO. Dater®o L_ •••6•• • 6606.• •6000• 60.0• •666. 00000• 6 a 000.0 • • 666••• . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... STAND CONFIGURATION T1 P%S §e�OMP•ONEPPSCHfpU f NOT@) USE ANY COMBINpT(O{y OF • • • • • • • • • • • uNR3 To FIT STAND PER 000 • • • • • • • • r MANUPACIURER•S REQUIREIU TS. • • • • • • • , � THE NUHDER OF UNITS TRAY BE L cIEIGHT LESS THAN SH011m, BUT MAY NOT NO�TH� AJC UNITS WIrIHN STAND TYPES FIAY BE COMBINED EXCEED COHFIGUAATION LIMITS DY USING MAX A —,11 WEIGHTS AHD LVIDTIISIALL AS SHOWN, WHEN USING HEIGHT VALUES SHALL REIIAIN AS SH•O,VWM HIR*EIN I.M.Ri LE SUES ON ONE STAND, �—LVL--)�L�JI � i • • • slTi x � • • UMILE 6MR014 UI41T SIZE TO "6-0• tMX' DETEMINIE ALLOVIABLE DESIGN T 350 m IMU' • • -15 • r •••FROM DESIGN TABLES. = MAXPER EQHiVA1.EN•_••mu •Tom • • • • • x STAND CONFIGURATION A n MIS LVEIIGGHf B wMar 11 Y♦Dmir I V maw IAff MUI WHT `WEIGHT VIEIGHT I WEIGHT I %wGHT I GM MAX MAX MAX MAX MAX MAX EIG VIAIHTAHI ALL LEG SPACUIGJUHIT CONFIGURATIONS AS SE (TWD LEG PAIRS PER UW - Le. (6) UNITS OVER (7) EQUALLY SPACED LEG PAIRS) STAND CONFIGURATION B I—W—I y-h—W—I T�aAX 3 0_.lB 1= 350 -0— 35w WEIGHT Wpq(T WEIGHT wE1GHT WEIOHf O O � �---s-o• ruX--� � I= 1dA7tLB I'm LB HA 'm F,IAX WEIGHT WEIGHT WEIGHT WEIGM 12-0• FLAX }—W—{ T3W 310%LD 350 LB 3'..��OAAIX 350A IYEIGHT WEIGHT VH?IGNf tVEIGHT LIVE m IS'•0• MAX tMTN M ALL LEG SPACINGIUNIT CONFIGURATIONS AS S) I@IE LEG PAIN PER UNIT - Le. (6) UNITS OVER (6) EQUALLY SPACED LEG PAILS) r STAND CONFIGURATION C 1--W--i F--W---t r = ) �-)��- 350 LB 35D I'm Malt %VEIGHT WE(GNr 3 0 3 lH = WEI J 31 1 t mmff G DE4CR. SI SIOOFF EQ.--)—eQ. EQ.--t-•EQ.—t—eQ. �6'•m MAX �--8'-0• rwc� F—tv� X zd �p 3' 0 LO 314 LO 350 LO 950 LD 1fJC 50 L1 Tux Pv�x %VmGllr WEIGHT Siff tYEIGHT eQ.+EQ•-�--EQ•--�—e4• 12 0 MAX --lV-4 MIS LVEIIGGHf B wMar 11 Y♦Dmir I V maw IAff MUI WHT `WEIGHT VIEIGHT I WEIGHT I %wGHT I GM MAX MAX MAX MAX MAX MAX EIG VIAIHTAHI ALL LEG SPACUIGJUHIT CONFIGURATIONS AS SE (TWD LEG PAIRS PER UW - Le. (6) UNITS OVER (7) EQUALLY SPACED LEG PAIRS) STAND CONFIGURATION B I—W—I y-h—W—I T�aAX 3 0_.lB 1= 350 -0— 35w WEIGHT Wpq(T WEIGHT wE1GHT WEIOHf O O � �---s-o• ruX--� � I= 1dA7tLB I'm LB HA 'm F,IAX WEIGHT WEIGHT WEIGHT WEIGM 12-0• FLAX }—W—{ T3W 310%LD 350 LB 3'..��OAAIX 350A IYEIGHT WEIGHT VH?IGNf tVEIGHT LIVE m IS'•0• MAX tMTN M ALL LEG SPACINGIUNIT CONFIGURATIONS AS S) I@IE LEG PAIN PER UNIT - Le. (6) UNITS OVER (6) EQUALLY SPACED LEG PAILS) r STAND CONFIGURATION C LEGENDt "?W. HEAW DULY • .STD. "STANDARD In O SHALL DE r UM MR FIXED ASSEMBLY ONY STAND TYPE/COMPONENT z SCHEDULE 1 SCHEDULE I—W—i T MIXX`� :,sots `° tYEIGHT tVETGHT WEIGHT YIEIGHT zd 12.0• F1AX—� Tj35015 350 tB 35015 350 LB 9501B Y P d1T %MGHT WEIGH VIEIGIIT l GfiT i -n EQ. EQ.�� ---35''0• IVJI TMX 350 IS X FU WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT �JI I {—EQ.--EQ.----I ~EQ• I 2T-0• NAX ILAINTAIN ALL LEG SPACING1101IT CONFIGURATIONS AS SH9%W (ONE LEG PAIR LESS THAN TOTAL MBIOER OF UNITS - Le. (6) UNITS OVER (5) EQUALLY SPACED LEG PAIRS) p .STAND CONFIGURATION D 05r1L12 09 -PAP -0001 STAND TYMOOMWIT' SCHEM" STAND TYPE PART DE4CR. SIOOFF OUTERTm5'%1d5'xSIZE O.OD3•(BlXelxu)OUIERTUBE6¢E IUA(Blx OI KulRRIERTUBE00• x 1.00'xSIZE 0.125•(82x82x12) O POST SIZE LS•x L5'x0.00G ODX 0.14V N` X 4• UPTD �S BASEPLATe SITE 5'X6` •SIAHDHr (P1XPl) •STAND HTOR3 LEGENDt "?W. HEAW DULY • .STD. "STANDARD In O SHALL DE r UM MR FIXED ASSEMBLY ONY STAND TYPE/COMPONENT z SCHEDULE 1 SCHEDULE I—W—i T MIXX`� :,sots `° tYEIGHT tVETGHT WEIGHT YIEIGHT zd 12.0• F1AX—� Tj35015 350 tB 35015 350 LB 9501B Y P d1T %MGHT WEIGH VIEIGIIT l GfiT i -n EQ. EQ.�� ---35''0• IVJI TMX 350 IS X FU WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT �JI I {—EQ.--EQ.----I ~EQ• I 2T-0• NAX ILAINTAIN ALL LEG SPACING1101IT CONFIGURATIONS AS SH9%W (ONE LEG PAIR LESS THAN TOTAL MBIOER OF UNITS - Le. (6) UNITS OVER (5) EQUALLY SPACED LEG PAIRS) p .STAND CONFIGURATION D 05r1L12 09 -PAP -0001 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• ECHANICAL UNIT STAND DIREC nVE EXAMPLE (fHE FOLLOWING EXAI•IPLE 1LLUSISATEG THE PROCEDURE USED 70 OETENIUIE7HE M4IUMUM ALLOWABL MID PRESSURE B UPUFTFOR Atlf mm MECIIAHCAL UIOI THAT COW=%_10;W DIFI@a510R RTsmcnaes USIED HP1tmi. SEE sim 2 FOR CONHGURATTGITYPESAMID C011PURDITSCHECUIE. SLE SHEETS FDR AUCHURSCHEDUUM) MECHANICAL UNIT/STAND EMMPLEt CORs1OER THE HISTALIATEGt OF (2) MEMAHICAL UMTS (24' TALLX 24• DEEP X 24' VIDE. 350 LB MAX WEIGHT AS VERIFIED BY OTHERS), BEHIG UMMLED WITH THE FOLLOWING CMTERIAI NUMBER OF LEG FRAMES- (3) FRAMES 1_24•-I SMIDMEIGHT- 24' IFBGtH 6 i o e STAND OEPIN- 3W 9TAND DEPIR SPREAD n Ir m r HOST STRUCFURETYPE- 3,000 PSI COMMEIE (AS VERIFIED BY 01HERS) YKUL.CLFUKtt -' - PROCEDURE STEP RESULT 1 DE7E RMGE STAND CORFIGUMTIOU TM OU SHEET 2 RA • O IIt colfrialultATIVII 2 LOCATE DESIGN SCHEDULE FOR 35' STAND DEPTH SPREAD SCHEDULE CAN BE FOULED Off SHEET 4 3 DETERMINE WHICH TYPE OT STARD COMPONENTS APPLY THE 36' STAND DEPTH DESIGN SCHEDULE PROVIDE VALUES FOR'HU' STARDS ONLY FOR A 1431 X 24'0 X 24'H UNIT 011 AN 2C STAND HEIGH17 VMH COHFIGUMATIGN SS 4 DETFRtOOETHE MtHIIMALLOYIABLE LATERAL G UPUFTIYUW LOADS TYPE B, THE AL E LATERAL V11110 LOADS AST 2.9 PSF ALLOWABLETABLE WIIID I ADS 1025 PSP ALLOVIABLE UPLOYMIDID LOADt SM PSF UTILIZE A14CHOR IVES FREM DESIGN ECHE LE TED hWI 1 E W 7WFU VALUES DETERMINED IN STEP 4. FORTIUS M-OPIa: AHR310RYVPE 1 OR 2 5 INSTALL STAND PER PERFUSSIOIE ANCHORTYPE AND VERIFY HOST STRUCFURE 713E MAY BB APPLIED. FOR THIS E MWW UIiUZE ANCHOR TYPE 1 FOR COnatm HOST 57RUCMRETYPE. INSTALL STANDS PERA CHOR SCHEDULE AND DETAILS AS HlLSTRMED ON SHEETS. 5 IMMMUM ALLOWABLE LATERA. DESIGN PRESSURE- MAXIMUM ALLOWABLE UPLIFT DESIGN PRESWOE- 1025 PSF 51.4 PSF (COtIPAREALLOIVAOLE VALUES FMI STEP AU TTI ISESEFARATE SI7ESPECIFIC REQUIRED DE576N IWND FRESSUMPRORIDFD RVA LIMISM EIMMER OR 2 COMPARETO SHE SPECIFICOESIGI CONDMOUS REGMERED ARODTECF7 IRITDICLVDEDIN THIS CERTIFICATION. SIPS -SPECIFIC 1. YMM USM.01-MMIE S125 Ota OHE STAND, UHUZE NAT1 m war 512E TO L�qL71 Q, FR135F1REREQUIRFHENTSSNAIL BFLESSTIfANOR EQUAL 70TIN IAIFWALAN ) DEFERVOKE ALLOWABLE MRD PRESSURES FROH DEIGN S MUltLES HEAW- 2. RUMBICEARCHMSMWULEMRAICD=TVMUWWKDEI•V. • UFFIFTDESlGN FRE55UAEAll01VAELECA'AC7IYVALUES LLSFED) TAMELEGER02 I men ®-OEIOTES VALUE S HOT APPROVED FOR USE MEMMME3MMERMI MEE �m�5�lE7'�IlEkQ3i�F K=M ff1rom M.®� 3��ii7 '(%////////////////////////////// AMEN 0�0 OESSiOkm��m� p 0>m m OTTr ®� 0ME p�0 EETMIM %�% 00m///// ECHANICAL UNIT STAND DIREC nVE EXAMPLE (fHE FOLLOWING EXAI•IPLE 1LLUSISATEG THE PROCEDURE USED 70 OETENIUIE7HE M4IUMUM ALLOWABL MID PRESSURE B UPUFTFOR Atlf mm MECIIAHCAL UIOI THAT COW=%_10;W DIFI@a510R RTsmcnaes USIED HP1tmi. SEE sim 2 FOR CONHGURATTGITYPESAMID C011PURDITSCHECUIE. SLE SHEETS FDR AUCHURSCHEDUUM) MECHANICAL UNIT/STAND EMMPLEt CORs1OER THE HISTALIATEGt OF (2) MEMAHICAL UMTS (24' TALLX 24• DEEP X 24' VIDE. 350 LB MAX WEIGHT AS VERIFIED BY OTHERS), BEHIG UMMLED WITH THE FOLLOWING CMTERIAI NUMBER OF LEG FRAMES- (3) FRAMES 1_24•-I SMIDMEIGHT- 24' IFBGtH 6 i o e STAND OEPIN- 3W 9TAND DEPIR SPREAD n Ir m r HOST STRUCFURETYPE- 3,000 PSI COMMEIE (AS VERIFIED BY 01HERS) YKUL.CLFUKtt -' - PROCEDURE STEP RESULT 1 DE7E RMGE STAND CORFIGUMTIOU TM OU SHEET 2 RA • O IIt colfrialultATIVII 2 LOCATE DESIGN SCHEDULE FOR 35' STAND DEPTH SPREAD SCHEDULE CAN BE FOULED Off SHEET 4 3 DETERMINE WHICH TYPE OT STARD COMPONENTS APPLY THE 36' STAND DEPTH DESIGN SCHEDULE PROVIDE VALUES FOR'HU' STARDS ONLY FOR A 1431 X 24'0 X 24'H UNIT 011 AN 2C STAND HEIGH17 VMH COHFIGUMATIGN SS 4 DETFRtOOETHE MtHIIMALLOYIABLE LATERAL G UPUFTIYUW LOADS TYPE B, THE AL E LATERAL V11110 LOADS AST 2.9 PSF ALLOWABLETABLE WIIID I ADS 1025 PSP ALLOVIABLE UPLOYMIDID LOADt SM PSF UTILIZE A14CHOR IVES FREM DESIGN ECHE LE TED hWI 1 E W 7WFU VALUES DETERMINED IN STEP 4. FORTIUS M-OPIa: AHR310RYVPE 1 OR 2 5 INSTALL STAND PER PERFUSSIOIE ANCHORTYPE AND VERIFY HOST STRUCFURE 713E MAY BB APPLIED. FOR THIS E MWW UIiUZE ANCHOR TYPE 1 FOR COnatm HOST 57RUCMRETYPE. INSTALL STANDS PERA CHOR SCHEDULE AND DETAILS AS HlLSTRMED ON SHEETS. 5 IMMMUM ALLOWABLE LATERA. DESIGN PRESSURE- MAXIMUM ALLOWABLE UPLIFT DESIGN PRESWOE- 1025 PSF 51.4 PSF (COtIPAREALLOIVAOLE VALUES FMI STEP AU TTI ISESEFARATE SI7ESPECIFIC REQUIRED DE576N IWND FRESSUMPRORIDFD RVA LIMISM EIMMER OR 2 COMPARETO SHE SPECIFICOESIGI CONDMOUS REGMERED ARODTECF7 IRITDICLVDEDIN THIS CERTIFICATION. SIPS -SPECIFIC 1. YMM USM.01-MMIE S125 Ota OHE STAND, UHUZE NAT1 m war 512E TO L�qL71 Q, FR135F1REREQUIRFHENTSSNAIL BFLESSTIfANOR EQUAL 70TIN IAIFWALAN ) DEFERVOKE ALLOWABLE MRD PRESSURES FROH DEIGN S MUltLES HEAW- 2. RUMBICEARCHMSMWULEMRAICD=TVMUWWKDEI•V. • UFFIFTDESlGN FRE55UAEAll01VAELECA'AC7IYVALUES LLSFED) 105FijQ12 E O a wi �qit- DESIGN SCHEDULE NOTES: m l 8 1. YMM USM.01-MMIE S125 Ota OHE STAND, UHUZE NAT1 m war 512E TO L�qL71 Q, DEFERVOKE ALLOWABLE MRD PRESSURES FROH DEIGN S MUltLES HEAW- 2. RUMBICEARCHMSMWULEMRAICD=TVMUWWKDEI•V. TAMELEGER02 O D ®-OEIOTES VALUE S HOT APPROVED FOR USE wi i IyC UNIT�S (PUX. ME PER DESIGN 10N SCHEDULE) r------------- -,-T I Mc UNIT I I (SEE DESIGN SCHEDULE ON SUEET 20 FOR VmGms) ES AND I =SWID DEMv I a� —P6L DESIGN sa4t — — — l lei 2' IN ERLOOCK F• TOP OF SQUARE 3 WHING S QOF HOST STRUCTURE ROOF 46' TYP STAND DE 4 ANCHORS— %0 RISE PLATE (SAI o " SEM STD/HD" ASBLI F SCHEDULE E �LEVATION SPECS) SCIKEI 1'01'-0' END ELEY AUTILIYE NEXT -HIGHEST STAND HEIGHT FOR lAROBR ROOF THIOQIESS. POR ROOFl116 \YI7HOIJf ttISULAT[ON 024IT 3• THICKNESS AtD lI1Tt12E dFAR HEIGHT' FROM FlNISHED BOOR. A/CUWDEPIH-,,, --j\„A1CUNITInOTN REF. — CORFlGL DETAILS TAND SIWDTH &IFC SPACING P£R CONFIGUMTIOH MAILS - ON I 3' ASSUMt9)”' RooFlItG TH1C10J� . . ... . . . ... .. .. . . . .. .. . • . ... . . . . ... • • • • • • • • • 4AIC Wfi20EPTH• • • w • w • rtIW48RE � am scHEouLE) • • wl I • • • I • WLy0l[A1i8£jPACED AT b/', Sbj 46bDNWf fWTEM ADOUT FIRED FRMIE I \/ 2' 46' TYP STAND DE RNA TO—F P OF FHOST'STRUCTUILE- 9 - Fl -J-• - .I 4 ANCHORS 0 BASE PLATE RODFlN6 PER "FIXED" ASSEMBLY T'Rc'" ELEVATION FORANCHOR SPECS) 1 SCAIEi 11e/'-0' END ELEVATION 2500' 1 \YELDU{G COOEALUIt(!WH (01.2). FIUONUHWHD LS Y'AOtOAT. OA94 I BI u 5 OTHERWLSE HOTEO.S. TM COIIMUORISRESFONSOILETOIIE.MIRAILFMTERS(le tl 8�1 FROH PM114UR MATFIUALSTO PAEVEOf ELECIROLYSTI,``-WEES•) TMD9. ELEC:MCALGROUNDMIEtIWQUIREDTDBEDMGIIW& SCIIED.) 5C}I�HISUTALEDBYOTHER4.ALL AtECNAt11CAl SFL'CIFlChTIM(CLEAR 0.125' b SPACE, TOt01A0E, ETC.] SWALL BE AS LER IWWACIUILR —LL OMt�TIONS AILD ARE THE EXPRESS RESPOUSINLRY OF THE CONTRAa CROSSMEMBER CROSS14EMBER 20. ENGIMMSEALAFFIXEDHERETOVAUDAlEssraXWPAI.DESIM �lAS SHOP01 ONLY. USE GFTHIS SPEOFlCATIOII DY COIOMMOR, eL at 2 Z'tIRDOI IFUS&SAYES RWILESS TIOS ENGNMER FOR ALLOW A '— 6'a1'-0' @1 'oL�- DANAGESIROVORWEOAL IEESlAAPPELLATErMSRE5WtUVFROH t WN& FABRICATION, SYSTEM ERCCUOU, CDIISTRUMMI M4CTICE WORD WAT%VMCH LS CALLED FOR OY LOC44 STALE, SFIDMAL CODES S FROM DEPIATIONS OFTHIS PWF, �• S,at'-0• IL. THE SYSTEM D TALLLL HEREW IS GENERIC Al 1141SIM TORE AT I I a>Sro' a a PROVIDE utFontunON FORA sFEOFlt SITE FOR amcullamu,L. PROVDIFFEBEIIFFROF-_ _-.._—_._____- __ Pl (REF. T CENTER OF 45' TT• (SEE SCHED.) - EOGVO.TR ORR1 _, TE (SEE THX (SEE DOOIRDIFS FO; 0 0/ s Erna z/aa.ss..7- TMa•' L L �WLT. scHEo.) It DMEFTAS coftUI AMI Q O1IEU15ET PERI PREOSIO \ ® 0,250•1.500' 0.250' HUtO-DA 7/0' g 2.000' 4 C -CHANNEL 5 Post 6'�1'-0• 6. 1'-0' BASEPLATE LHaLE FOR ANCHOR WITH V-14• DIA6•EIBR Pe LARGER THAN ANCHOR DIOUTER MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN CLEAR SPAN TABLE DESIGN NOTES: DESIGU PRESSURES CALCUUREO WRUBEYl11N 1NISSTSMWI SRMLRE DEIERWNED SEPARATELY Ott A 10S•SPEOFICGAs75IN ACOORDWIM WDN THE GOYERHIROCD E, SITE• PRESSURE g�pU�pg.�@IIS As VirlINED IN AC RtINICR WUNAS 7TOANDCNMfER 10 OFUE2010FUXM %jUlNGCODESIWI RE IESSnWt OR Il,,ppUALTOIIRIILTERAt ACID UPLLFTDESIGH PRESSURE CAPACU, vAtuB t M MEREHI FOR XV ASSEMBLY AS SHOL'OL GENERAL NOTES OOAtIQ:YRnI1HE8W157RUC1UNAl TWW REQUIREHEnscru' 0o wARunnamcaoE. l4AXII9IH OIHEHSIOIIS AND YlEIGHf OFI4EOTAtOFALUttttS 6NALL H1H TO SPEOFlCATIDNS STATED H6LEIN, 141HIFI101Ifi01DOR THP PFRROTam 06L.2I In G CL a ��61 z 0 o CL 09 -PAP -000 G ttD !4.20xK• GAW. BDI.T FULLY TIGHTEN TO REFUSAL CHAHNt3T0 WW TUBE ►ROVIDE FJLLET YIEI71"Ec." PoR FULL LE 'C'CHANNEL EMCEpRECTAHG11fARTUBRiGQ J7jO1 2 ROUND TUBING �`\ FRAME ASSEMBLY D IL 7/8' JI ( OWID TURING® 4 ANCHORS PERPLATE -(ST; ANCHOR SCHEDULE) ( � .•FILLErtvan PULL BASEPLATE 1 �POSTCIRCUMPERENO TO BASE PLATE s BASE PLATE DETAIL 5 SCALEI 3;•-I'-0'• (•REAR Must BE PARALLEL TO TRUSSES FDR THIS DETAIL ADJACENT POST ASSEMBLY TYF:I i e S'><5'W BASE • . .•• . • . .•. .. •• . • • .• •• • • • • • • 14 916 5S 5ft,METAL• • • ELMS TO 22GA (0.031•) Mkt 3. HOUSING PER ANGLE 1-1/2'2146A (0.070•) M1Ni tY/• • • • • • OUD N BIHIIOTINE ANCHWIDFSCRIPTION (4)1-10 NYPRBVFDOE•BOLTOGfCRSTEMC/DRe wa LVN.NOsHmm2.1T[•Eh®EDEDfDBTUc'! 0 CDNCRETE AN65,2•UV SPA" PF3L'ST RM PiA .UPSPAONOPER`!DPRASEPWE (41316'0 DAEOR',M2 VANMB0USW TAEO. 1MaSW'0A@J.W"aoLTOSTRUOIU?A A" (iTEFl•mmc (03PWWHOSTTNIge� ® (n318'OIASSgIRVSt17TH3W'D6@1WA5)pR © WODD S•UTARHTHFlEMPT31E1MTIDN TOWtxD S Flw.mtG a Fel arc EDBE msrutlE BOSTINO YJOOD (011 SAE O1WDE60HEE7' NETALBCPEYRNTH ® 81EEL &6Y)41RLtYASHERTOSUiUCTIRVJ. A3867� } LIEAIBERB Ito' URI HOST THICKt N ' 0 0 • R ) • • Mal 1-BFJU1 �1`66UFXTURER)1ANBEYOND •• • • Q SSOIATOR PAD(BY N g �i MIN. 4 PER UNIT 611 ANCHOR NOTES: Z A/C UNIT TIE -DOWN DETAIL 1. ANWORS SHALL BE DJ6TALLEDHI ACCORDANCEWm1 \11V r SCALE: 3'=1'•0' FtlWUFOMRE MWNU4U l EEDG OISTADCE AS NOTED IN AIUMSLTIEDULE DESIGN PROF•ESSIOUAL OF ISEEDERIG"So"DULES FOR EACH ANCHOR. RECORD SHALL VERIFY 7 CFOR 3, WOOD SI Y. ALL CON RE SHALL SE ATB Sit UI AVE =4U OR CAPACITY OF HOST POS , A ILLUS PER EACH GREATER SIV SITR ALL CONCRETE SUBSTRATE TE SU HAVE HIUUH)F1 G STRUCTURE HEREI , ILLUSTRATED COMPRESSIVE STRENGTH OF 3080 FSI. CONCRETE R 51431NTETH}CKNSAL JIEREIN+TIT• SHALL BE GREATELTHAJI OR EQItALT01.5xANL1lOR P.I40EDHENL INSTALL � ROOFING FINISH M CONCRETE ANCHORS TO UN -CRACKED CONCRETE ONLY. 0 3' BY OTHERS 4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN AHCUOR SCHEDULE. ASSUMED y MURMUM F-MEDMENT AND EDGE DISTANCE EKCLUDES ROOFING FINISHES, c ,+ (] S. %VHERE EXISTING STRUCTURE IS WOODTRUSSES, EWTRIG C- H » /—_ 1-- _ . —� CONDITIONS MAY VARY. FIELD VENFYTHAT FASTENERS ARE UJTO ADEQUATE i 3 ='s WOOD TRUSS MEMBERS, HOT INTO PLYWOOD. 3 q f I HOST STRUCTURE a BASEPLATE REACTIONS z 5 SCALE z•=1 •o• O a TAND DEPTH PER j' ROUND TURING 0 LU ENG 0 ED11w ' A TY0. EDGE (4)1 0 SAE GRADE 5 Cd ISIN(} t %T O MIN. ED ASHE AND `T�.},�/. �_ / BASEPLATE _ LoCSING NUTS, TYP. pa ,ill (4) 6/'0 SAE GRADE 5 {�! U THREADED RODS V 1.. WOOD: ADD (4) 38 a LAG I VVE1 MIN. WASHER AND SCRRY, %•O FUfI. tVASHER, LomanG NUTS, TYP. 3.' f•UN. EFIBED 1' FRN. 3 EDGE DISi%34CE OR t 3 i UTILIZE LOCIOFIG NUL' BUFFET App{q {pJ 1 j t` i EACH SIDE OF ALUAI1NUIf THRUpOLT,�/•p MIN. tVASNER ij i i i ANGLE, YYF• AND LOCKING NUT. L1TIU2E U } } (2) 3'x3.2." 6061-T6 (2) TOP AND (2) BOTTOM, VP. I E ANGLE TO t1ATCH BASEIL TPLATE FOOTPRINT,ABOVE. UTILIZE ANGLE EACH SIDE OF OF ® ANCHOR ROW, SEE SIDE S VUW1 FOR MORE BOSTINO YJOOD { DEWS. MEMOERS (GoO. (1 VU IG A36 FUN STEEL } OTHEW I unuze LOO11N0 NUT EACH SIDE OF ALUt•1DQUM I it A11lD.E, TYP. r M. ALTERNATE BASE PLATE SECITON A -A (SIDE -VIEW) .TIP, ATTACHMENT AT WOOD/STEEL TRUSS MEMBERS g SCALE13.IW FOOTPRINT ABOVE. m