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EL-07-22-1678Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 1030 NE 99TH ST, Miami Shores, FL 33138 Contacts Permit NO.: EL-07-22-1678 Permit Type: Electrical - Residential Work Classihicotion: Generator Permitstatus: Approved Issue Date: 10/11/2022 1 Expiration:04/11/2023 Parcel Number 1132050320010 CAROLYN MCKERLY Owner ALL QUALITY ELECTRICAL SERVICES, INC Contractor 1030 SAMUEL LIGHTBOURNE 14750 S RIVER DR, MIAMI, FL 33167 Business: 3057905899 allqualityelec@att.net Description: NEW 22 KW WHOLE HOUSE GENERATOR WITH Valuation: $ 13,504.50 200 AMP AUTOMATIC TRANSER SWITCH Total Sq Feet: 0.00 Fees Amount Application Fee - Other $150.00 CCF $8.40 Contractor Registration Fee - First Time $50.00 DSPR Fee $7.09 DCA Fee $4.73 Education Surcharge $4.20 Permit Fee $322.66 Planning and Zoning Review Fee $70.00 Scanning Fee $12.00 Structural Review ($60) $60.00 Technology Fee $47.27 Total: $736.35 Building Department Copy Inspection Requests: 305-762-4949 Payments Date Paid Amt Paid Total Fees $736.35 Credit Card 10/11/2022 $586.35 Credit Card 07/01/2022 $150.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws r t a' g constru)ptionAn—d zoning. Futherrrr qfe, I authorize thelabove named contractor to do the work stated. Signature: Owner / Contractor I Agent ` a/Yt !/Zi Date October 11, 2022 Page 2 of 2 Miami Shores Village �le��riECEIv�D Building Department ;, t -)ozz 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 20ZD BUILDING PERMIT APPLICATION ❑BUILDING Q ELECTRIC ❑ ROOFING Master Permit No. EL a—zz_I W I Sub Permit No. ❑REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1030 NE 99 St., Miami Shores, FL. 33138 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3295-032-0010 Is the Building Historically Designated: Yes NO X Occupancy Type: SF Load: Construction Type: CBS Flood Zone: N BFE: 81 FIFE: 10.09 OWNER: Name (Fee Simple Titleholder): Carolyn MCKerley Phone#:802-238-7779 .,,,,... 1030 NE 99 St, City: Miami Shores Tenant/Lessee Name: N/A Email: N/A State: FL Zip: 33138 Dk��.ft. N/A CONTRACTOR: Company Name: All Quality Electrical Services Inc. Phone#: 305-968-7832 Address: 14750 S. River Drive City: Miami FL Qualifier Name: Samuel Llghtbourne Phone# State Certification or Registration #: EC13009246 Certificate of Competency #: _ DESIGNER: Architect/Engineer: N/A Phone#: :ip: 33167 305-968-7832 N/A Addrpss-N/A _ City. N/A State. N/A Zip. N/A Value of Work for this Permit: Footage of Work: 10 Linear Ft. Type of Work: ❑ Addition ❑ Alteration 0 New ❑ Repair/Replace ❑ Demolition Description of work: New 22kw whole house generator with 200 AMP Automatic Transer Switch Specify color i c Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews (Revised02/24/2014) thru Permit Fee $ 1 .41 CCF Radon Fee $. "r / • 3 j DBF Training/Education Fee $ 0 F,�zA CO/Cc $ to Notary $ B� Double Fee $ Bond $ TOTAL FEE NOW DUE $ b9l9q, 58S 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 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. Signat M"L��ta� OWNERo GEN The t foregoing instrument was acknowledged before me this os 6+' day of J I An,* - 20 a a by 0--avol4 h Mel V)CdQ . who is personally known to me or who has produced Jt3LI'x Le e-L n S,L as identification and who did take an oath. NOTARY PUBLIC: Sign Print: PtRFNOA M. PERRETTI NOTARY PUBLIC Seal: State of Mainep es MYNo Commission rnll h,urrPk, 2026 APPROVED BY (Revised02/24/2014) Signature za:� � CONTRACTOR The foregoing instrum�as acknowledged before me this day f 20 'Oa by 67 isisjjpersonally known to me or who has produced �C v� as identification and who did take an oath. NOTARY PUBLIC: Sign:�/ Print: is Seal: ., Examiner :ural Review Commission # GG 926487 Expires November 4, 2023 Bended Thu Budge( Nelery Sernm Zoning Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3205-032-0010 Property Address: 1030 NE 99 ST Miami Shores, FL 33138-2639 Owner JAMES MCKERLEY CAROLYN MCKERLEY Mailing Address 1030 NE 99 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds I Baths I Half Floors 1 Living Units 1 Actual Area 3,360 Sq.Ft Living Area 2,490 Sq.Ft Adjusted Area 2,765 Sq.Ft Lot Size 9,360 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2022 2021 2020 Land Value $542,915 $353,526 $353.526 Building Value $291,089 $207,981 $208,042 XF Value $2,420 --- $2,420 $2,420 Market Value $836,424 $563,927 $563,988 Assessed Value $620,319 $563,927 $563,988 Benefits Information Benefit I Type 1 2022 2021 2020 Non -Homestead Cap lAssessment Reduction 1$216,105 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5 53 42 KINNEY PARK PB 67-78 'A 'SIZE 90.000 X 104 18028-4996 0398 1 Generated On : 7/1/2022 Taxable Value Information -- 2022 2021 2020 County Exemption Value $0 $0 $0 Taxable Value 1 $620.3191 $563.9271 $563,988 School Board Exemption Value 1 $0 $0 $0 Taxable Value 1 $836,4241 $563,927 $563,988 city Exemption Value $0 $0 $0 Taxable Value 1 $620,319 $563,9271 $563,988 Regional Exemption Value $0 $0 $0 Taxable Value 1 $620,3191 $563,9271 $563,988 Sales Information Previous Sale Price OR Boo Page Qualification Description 05/11/2022 $2,350,000 33193-3710 Qual by exam of deed 06/11/2018 $638,000 31019-0269 Qual by exam of deed 03/01/1998 $192,000 18028-4996 Sales which are qualified 12/01/1989 $155,000 14374-2627 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hap:/A~.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/Apps/PA/propertysearch/ 7/1/2022 ILV Coop Service is our Foundation October 5, 2022 Permit #: EL-07-22-1678 Address: 1.030 NE 99 St., Miami shores, FL. 33138 Resident Name: McKerley Total Contract Price including Tax: $159354.50 Elcctrical: $12,500.00 Plumbing: $1,350.00 Construction (pad): $500.00 Sub Total: $14,350.00 7% Sales Tax: $1,004.50 TOTAL JOB COST: $155354.50 Thank you, ! 4 f. f: RV2894 1401 NE 101 St, Miami Shores, FI. 33138 305-790-5899 bobvickers�7a bellsouth.netORO Generac Dealer # 1020948 S 2 Z 10/5/2022 Generator and Pad Elevation 1030 NE 99 St., Miami Shores, FL. 33138 To: Miami Shores Permit Review Team Subject: Concrete Slab and Generator Base Elevation Dear Reviewer: Elevation Certificate enclosed. Base Flood Elevation: 8'.0" Top of Floor: 101.091, Highest adjacent finished grade next to building: 8'.60" Revised Generator Pad Height: 12" Addition of A/C Aluminum Stand: 36" RECEIVED SEP 2 2 nZZ BY: With the addition the 12" concrete slab and 36" aluminum bracket, plus the generator 2" composite base, the generator mechanicals will be 12'.8" or 2'8" above Top of Interior Floor. If there are any discrepancies, please contact Bob Vickers at 305-790-5899 to discuss further. Thank you for your time today. Sincerely, Bob Vickers RLV CORP 305-790-5899 BUILDING REVIEW 'APPROVED__ __DATE pIn SEP 2 pa �'�" tier 6rever Gas Corp. Residence of Carolyn McKerley t�e Job Address: 1090 NE 99 St. YZ' ea 18111 NW 68 Ave UNIT 1-105, Hialeah, FL. 33015 Miami Shores, FL. 33138 P4Y�° tope Tel: 305-331-2572 pvsa�'r Cell: 305-298-0193 (3) 100 Gallon Lay Stand Up Tanks Tanks located 10' from side property line and 5' from rear property line. Strapped with SS cable to eye anchors. Primary Stage Regulator .8 inch riser nipple, 3/4" Galvanized Piping strapped to wall 36" 3/4" Galvanized Risers - — 20 feet, buried 10" of/<" Poly -Pipe Total BTU: 281,000 2020 Florida Building code Fuel and gas Table 402.4 (36) Load BTU for underground Longest Run 2.0'0" 2020 Florida Building code Fuel gas table for Above ground Table 402.4 (27) Total run 3e=o'1• L' Above ground metallic galvanized pipe Underground polyethylene pipe Total develop length22'.60" Total load 281,000 BTU VIS* Ayxa Fernandez NOTARY PUBLIC STATE OF FLORIDA Comm# GG340030 4CE Expires 5 2023 3/4" Galvanized Piping after Shut Off Valve 12 inches Secondary Stage z Regulato�� Shut Off Valve SedimentTrap s New 22kW Generator, 281,000 Total BTU Qualifier Company Name: Forever Gas Qualifier Name: Roberto Gonzalez State License Number: 28379 CC #: LPG28379 Ordered By: Thin'A". l,I t z-' 111iaeu eeYe�allnolWuSOJ (orcom WClloNporrn�inyl Ira Illonean5en11rom 11N lenJaurvryorwlie M1aa signoJ onJ aeeloJ lllie aurvuy. 1030 N� 99 EL•o 7-ZZ -/6 7 0 i BASIS OF BEARING (PER PLAT) S89'50'00"E PC F.I.P. 1/2" F.I.P. 1" (NO ID) (NO ID) W �- D-' 00 mo1 e da � Own N �yy, Y �Iz`° o� .aJ' ru Z m M Y bZ_ Y _ 20 N - 0.35 7 k (OUT WOOD ./ 1 V'' t FENCE N u L41 -a A a \ ' LLEY • (' ^ LOen T D J J s KINNEY PARK PB.67-PG.78 I Property Address: 1030 N.E. 99 Street Miami Shores, FLORIDA 33138 et��mellaleavcFxln €NEgI .00eruxsax„a.a® o:o. s+�� rYlFapelm i e</3912, tRATE6FLCMA STATE( a s rbia .o+..nw.rsa,..rr.urr.ra,cee 10.08' N.E. 99th STREET VSEP2 70' TOTAL RIGHT-OF-WAY (BY PLAT) 21t ASPHALT PAVEMENT 28.0' 20.W 2 2022 24'f PARKWAY 2 ASPHALT h B FJ. I 16.0, S 30'00" E Y -6\ o F.I.P. 1/2" (NO ID) ASPHALT V7 DRIVEWAY F-- . a � b � J fV 1'yl r 16.0' Q 22.75' iO 7.0 d DJ d 12.35' 20.00' N N 14.90' O H U o U-I VIU i a � �o oaNa 0 (a ONE STORY 3 ® iN o DOp �w Ld 4- 1 RESIDENCE ^n 3. t1 p O o `rt'%3 # 1030 06 o W N a 3' LOT A 16 -1 r) P 3 9 Q • 6,6b .3 , , b $ - Poo 1.47r 1 5.1 o L (OUT) IN °i �Jj 28 50 0 - -16 TILE.. 720 ' " — t f•tN�G ni o �- F.LP. 1/2 _ 90.00' (P)(MJ 9't ASPHAL {PARKWAY S 89'S0'00" f ALLEY o • d T-i— " }� LOT E LOT 14 BLOCK I T KINNEY PARK REVISED PLAT 1 d P8.67-PG.78 MIAMI SHORES SECT I PB.43-PG.69 .n Notes: NO NOTES ReA;� M.E. Land Surveying, Inc. .�µ�.Asu ,.a.o,..,r..rir�.rr•F 10665 SW 190th Street _ Suite 3110 THIE� Miami, FL 33157- P11LN Mbl Phone: (305) 740-3319 - -- e.,.,.o,W>»ew,4 Fax: (305) 669-3190 LB#:7989 V3 Survey#:BA12816 Client File tF. 22-139 Page 1 of 2 Not valid without all pages Surveyor's Legend EFnNM✓C 1.1D n4 ed N41wL1+x[EFVO.Q , ean —.—.— otavlwRavwnamv u, Ima/.mntRss N nasms.NaL. 1� .100an[ Ienes.'Am G+R v nnRME fit[ fYM,snnM xN MWFYAY N. MWflo ------ tee, ee[ a[a w 4 --- arau. • o>4raura4. Ix Farm+ su sea wr SEP n�Rn �RK N� p1, ® w A aanoF4 , a.E WR Y tl a. BY nL,• `JEYAIpV 4N W:t MA£ [III. EMS PFa� sawxlN.,RI[Wwv,uM¢a, ® auwRk .Df MP,uw YCL gTTpLMLMGaeW nfiE ONt EOn YltryaartN IAt/ED wow V4[ o}V[tlM[AV t-.mta,vP (W/.YPM/1 FOP. CYLOrnuE,W. © y Ia. nf[ as W"RrtY[rtx .1, ausaaaaYauaTuee ft MHFIVE ILY tEauNEulN.nlp1 N]V[ nE 0.1Y[Pvnen. a sMT[TIM DEW#•iAT nNc@:r a.V It ® C Wfl9 Efivc o FF�[ 4w.•6wr :✓c .... w,r..r i :-�[a .r C C4P4 RO n/ .e.-e.-[[�_ m.i .t ... ....... ... .re N..: v.nr x.l 4:. v.,n. ea .rGe _tu a� w[ .a n.�..a-. (: �.('v`.L. u..-.F L:Y•'(n on niLlS o}i L(RC LDN.'gtt FCF yp.,yytbryrygL0M9 J) 2YNI6.G,M4 no nM R. pTu¢u.rt /rN [deq�Kn'IM'Te•F ae 9rcrtmlAtN 0[ T1. Ffh t !N'Rt�wF w[ NOb.cwY Property Address: General Notes: t.l rn t+W Daaulpdall uam m aeDgm MFe4q wK wpp6edgammE. TMe nFa'aY e.unddebrlmetlm nd m mmlyalmuyq 2) Rit Guvey °Ny slrcws aLwa 9muM impmrnantc II,K Iprvnq I,IStia baE,lpa. n°mutllnwlh ventlbuN! m Wawrvgmep 1030 N.E. 99 Street a.) Tle mNmam mlalno dlslence apv lormm We ofaurvayel mane 16.000 coal, mesounn,yomone by ,ulLFlemam mDlmu Miami Shores, FLORIDA 33138 a"°�°9°°°'°"'['�'—real°°°olo°amN"'°,n°'r°m°,a."'e"°e^aaru lea. KuepEau an the s,mmy varnse^4a„°em°" qua MdtMlala nenm acwaga1r10 loot E.) IINem U a se"ruc unM. weLL ar Jraln Iu1J a1 Nis wrrey. Flood Information: veml� or�ah:le a=,:aw ,.waN4rs art ln. mlo,n,man„�ne1,re,a.d. s.l E:am�a°col Na aeacaa.lau. wn na.amm max meelem:e,emdel:lawmerK.awy.mmnoe pyerly.n of aa50- Mla matmenlvaPar rpm0ml Community Number. MIAMI Is) F ..1aan m- Ie m SHORES/ 120652 aenw,Ir°I�nNi.w" Panel Number: 12086CO306 Panel `I seen nct•Junasaa'eaanmao. r.l oieenwnl. rwn1 are mlwec °lal and Ur ausllw,,. Suffix: L 104 N°Fknlmcluon I.-d Dn p.W, comma info need. un' wa1e 11Ile rva9 ^�^'mWs tmltasNnee,a, ily coot n Date of Firm Index: 09/11/2009 24 11 mlx eoer.. a Na 9N4ey eaft Woreed in lha fell, arNne Flood Zone: AE malashp'.m amk aeawI. Seempry. 134 Boal.i fSham am l'mad ypn NGVD 19. Une-°Ce[[W MCLL Base Flood Elevation: 8' 144 rhee,BOUNDN YsnI l insnauarrwl5an°ee. lamw"`ma`eu`�Imna"°"elam°nJ �r�r oe Date of Field Work: 04/27/2022 m:n oa�4;J31�1wNp1°°aN'para«mNh°"'° Date of Completion-- 04/29/2022 W This .'myy shall not be used for conslruedoNpermdgng purposes wllhout written consent hem the land surveyor who has signed and sealed "a aurvey- Legal oesuiption: Lot A. of KINNEY PARK, according to the plat thereof, as recorded in Plat Book 67, Page 78, of the public records of Miami -Dade County, FLORIDA Printing Instructions: Certified To: While viewing the survey in any PDF Reader, select the File James McKeriey and Carolyn McKedey Drop -down and select "Print*. Select a color printer, if available; Tobin & Associates PA or at least one with 8.5" x 14" (legal) paper. Old Republic National Title Insurance Company Select ALL for Print Range, and the # of copies you would like to its successors and/or assigns as their interest may appear. print out Under the "Page Scaling" please make sure you have selected "None". "Auto4otate Please copy below for policy preparation purposes only: Do not check the and Center' box. Check the "Choose Paper sae by PDF" checkbox, then click OK Thcalatkoydoasn9thh, nal Mantra against by w refa9owins to print. p aufoneAm . or caLans ofLepbonsed by. eeasements,interest;nr L/e sureyprpaned byual bylaason near of or reflected by, Ma fallotvng facts shown an Me survey pmparetl by Miguel Espinosa , form E land soNeyig Inc, dated 04l19aM2 beefing Job # B-112818 a. NO NOTES M.E. Land Surveying, Inc. AA 'AE LAND 10665 SW 190th Street, Suite 3110 Miami, FL 33157 ME LAN?_- - -- Phone: (305)740.3319 —- a Fax: (305) 669.3190 LB#: 79M TO 22202271 Survey MB-112616 Client File #:22-139 Page 2 of Not valid wiNout all pages 41.y, �°titi G o� Generator Pad NX s: ➢ PAD is 55" Wide x 30 Deer) x 12" Tall ➢ 36" Tall aluminum bracket mounted to pad at all 4 corners with (4) 2" Tapcons on each leg foot ➢ Generator mounted to bracket pad at all (4) comers via 1 %4" bolt, (2) washer, locknut at each corner ➢ Total pad and top of bracket height will be 48" ➢ 24" above interior floor height ➢ 5/8 in., #5 Rebar, Total of (5) cross bars and (2) long bars ➢ Sakrete 60 lb High Strength concrete mix Job Address Job Description: Contractor Information All Quality Electric 1030 NE 99 st. Concrete Pad and Stand for 14500 NW 16 Ct Miami Shores,FL. 22kw NG fired Generator Miami, FI. 33167 305-968-7832 McKerley Residence 49" Wide x 28" Deep x 36" TaJA engineering drawings) a... .I.1 b... CONCRETE Mix 8/1/2022 #5 Rebar ,2" Deep 112" Tall 55" Long U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the Instructions on pages 1-9. OMB No.166M008 Expiration Date: November 30, 2022 Copy all pages of this Elevation Certificate and all attachments for (1)community official,(2) insurance agent/company and (3)building owner. SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. James McKerley and Carolyn McKerley A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1030 N.E. 99 Street City State ZIP Code Miami Shores FLORIDA 33138 A3. Property Description (Lot and Block numbers, Tax Parcel Number, Legal Description, etc.) TAX PARCEL ID:11-3205-032-0010 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, Etc.) Residential A5. Lattitude/Longitude: Lat. N 25.51'59.02 Long. W 80010'35.01 Horizontal Datum: Q NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance A7. Building Diagram number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 Sq. Ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 Sq. in. d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage 400 Sq. FL b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 Sq. In. d) Engineered flood openings? Q Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES/ 120652 Miami -Dade County FLORIDA B4.Map/Panel Number BS.Suffix B6.FiRM Index Date B7.FIRM Panel Effective B8.Flood Zone(s) B9.Base Flood elevation(s) (Zone AO, /Revised Date use base flood depth) 12086CO306 L 09/11/2009 09/11/2009 AE 8' B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: FIS Profile ® FIRM Community Determined Other (Describe) B11. Indicate elevation datum used for BFE in Item 89: ® NGVO 1929 NAVD 1988 R Other (Describe) B12.ls the building located in a Costal Barrier Resources System (CBRS) area or Otherwise protected Area (OPA)? []Yes ®No Designation Date N/A CBRS nOPA FEMA Form 0864)-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including ApL, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 1030 N.E. 99 Street City State ZIP Code Company NAIC Number. Miami Shores FLORIDA 33138 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Q Construction Drawings' Building Under Construction' ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2• Elevations - Zones Ai-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in item A7. IN Puerto Rico only, enter meters. Benchmark Utilized: FDOT REAL TIME GPS Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations In items a) through h) below. ® NGVD 1929 NAVD 1988 Other/Source: Datum used for building elevations must be the some as that used for the BFE. Check the measurement used. a)Top of bottom floor (including basement, crawlspace, or enclosure floor) 10 09 ® feet ❑ meters b)Top of the next highest floor WA feet meters c)Bottom of the lowest horizontal structural member (V Zones only) WA feet meters d)Attached Garage (top of slab) 8 72 ® feet meters e)Lowest elevation of machinery or equipment servicing the building 8 88 ® feet meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 8 10 ® feet meters g)Hlghest adjacent (finished) grade next to building (HAG) 8 60 ® feet meters h)Lowest adjacent grade at lowest elevation of deck or stairs including WA Ofeet El meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by free or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ❑ Check here If attachments. Certifiers Name MIGUEL ESPINOSA Tide PROFESSIONAL SURVEYOR & MAPPER Company Name ME LAND SURVEYING Address 10665 SW 190th STREET SUITE 3110 city MIAMI License number 5101 State ZIP Code FL 33157 Signature , Date Telephone l : J 'L!•' �X r 04/29/2022 (305) 740-3319 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2)Insurance agent/company, (3) building owner. ,GVEL ESP. v6N5a NpMe t CVO. 5a0y STATE OF �_ rLoaion b �t strnve�°� Comments (including type of equipment and location, per C2(e). If applicable) LATITUDE LONGITUDE PER GOOGLE, ATTACHMENTS = BUILDING PICTURES C2E= AC UNIT, LOCATED IN THE WEST SIDE OF THE HOUSE. C2A= FRONT DOOR VERTCON CONVERSION NAVD 1988 TO NGVD 1929= +1.55' This elevation certificate is for flood insurance rating purposes only and may not be used for building permitting purposes due to measurement precision issues. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No.1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding inforrnation from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 1030 N.E. 99 Street City State ZIP Code Company NAIC Number. Miami Shores FLORIDA 33138 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1— E4, use natural grade, If available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, feet ❑ meters above or below the HAG crawlspace, or enclosure) is b) Top of bottom floor (including basement, feet ❑ meters above or below the LAG crawlspace, or enclosure) is E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of instructions), the next higher floor (elevation C2.b feet meters ❑ above or below the HAG in the diagrams) of the building Is E3. Attached garage (top of slab) is feet meters ❑ above or below the HAG E4. Top of platform of machinery and/or equipment ❑ feet ❑ meters above or below the HAG servicing the building is E5. Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? ❑ Yes Q No ® Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A. B. and E for Zone A (without a FEMA4ssued or community -Issued BFE) or Zone AO must sign here. The statements in sections A. B, abd E are correct to the best of my knowledge . Property Owners or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. FEMA Form 086-0-33 (12119) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No.1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 1030 N.E. 99 Street City State ZIP Code Company NAIC Number. Miami Shores FLORIDA 33138 SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check measurement used in items G8 - G10. In Puerto Rico only, enter meters. G1. [I The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2. Q A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. Q The following Information (Items G4-G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Complicance/Occupancy Issued G7. This permit has been issued New Construction ❑ Substantial Improvement for. G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet ❑ meters Datum G10. Community's design flood elevation feet ❑ meters Datum Local Official's Name Tide Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS OMB No.1660-0008 See Instructions for Item A6. Expiration Date: November30, 2022 - IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 1030 N.E. 99 Street City State ZIP Code Company NAIC Number Miami Shores FLORIDA 33138 If using the Elevation Cedificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs With date taken; 'Front View" and "Rear View'; and, 0 required, "Right Side View and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section At. If submitting mare photographs than will fit on this page, use the Continuation Page. I;t PhoW One Photo One Caption Photo Taken 0427/2022 "Front View' r t. Pl,ob T. Photo Two Caption Photo Taken 04272022 "Rear View' FEMA Form 086-0-33 (12I19) Replaces all previous editions. Forth Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS OMB No.1660-0008 Continuation Page Expiration Date: November 30. 2022 IMPORTANT: In these spaces, copy the corresponding Informadon from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1030 N.E. 99 Street City State ZIP Code Company NAIC Number. Miami Shores FLORIDA 33138 If submitting more photographs than will fit on the preceding page, affix the addiflonal photographs below. Identify all photographs with: date taken; "Front View' and *Rear View"; and, if required, *Right Side View' and 'Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. I %wlo One Photo One Caption Photo Taken 04272022 "Left View" I cnworw Photo Two Caption Photo Taken 04/272022 "Right View' i FEMA Form 086-0.33 (12119) Replaces all previous editions. Form Page 6 of 6 UNFFDEPTH i—(MAX. SIZE PER DESIGN SCHEDULE) ------------7 SMALL UNIT ANGLE I UNIT I (SEE DESIGN SCHEDULE ON SHEET I o USED TO SUPPORT CBS FOR A/C UNIT SIZES AND UNIT DEPTHS THAT WEIGHS) LRE LESS THAN THE I I i a vUi STAND DEPTH. SEE'}'L I t z TAILS ON SHEET 17 STAND DEPTH PE0. DESIGN SCHEDULE I 1 E>Ra p TOP OF ROOF FINISH TUBING MOST STRUCTURE C MCMORS� IQ WE PLATE PER PLATE "STD/HD/XHD" (SEE ANCHOR�ASS MBLY ELEVATIOBLY ELEVATIO SCHEDULE FOR ANCHOR 1 SCALE: 1•=2'-0- END EUAFAT SPECS) OU FUJZE NEXT -HIGHEST STAND HEIGHT FOR LARGER ROOF THICKNESS. FOR ROOFING WITHOUT INSULATION OMIT 3-THICKNESS AND UFILIZE CLEAR HEIGHT FROM FINISHED FLOOR. SPECIAL CONDITIONS REQUIRE SITE -SPECIFIC ENGINEERING. C,MF A, FAN :E I ASROOFING O ED THICKNESS UNIT DEPTH "'A" SIZE PER SCHEDULE) ti I I I I I I I I I HOST STRUCTURE ABOUT FIXED FRAME SMALL UNIT ANGLE USED TO SUPPORT UNIT DEPTHS THAT gjY i� O fpN O � 3'MAX. ASSUMED a ANCHORS Q BASE PLATE ROOFING "FIXED -HD" ASSEMBLY THICKNESS (SEPERPLATE ANCHOR SCHEDULE ELEVATION EDIT ANCHOR 1 �SGLE: 1'`t'-0' END ELEVATION SPECS) UNIT DEPTH a ' 1 �-t r- I �� SLATED.) FEE (SEE FI SCHD.) mGl SCHED. SCnED.) nlmCw �r GLOSSMEMBER CROSSMEMBER i iM1DureR TuflwG Ff�\INNERTIBiNG_.._ t • O.D. � RAIL BAIL I -BEAM) TUBER =� _ 1 6'•1'0 "'An (SEE r SCHFD.f P ETAJL.E ll 0.950' DETAIL 2l3) MS. P (REF. TABIP) TYP, l I I ELT Q Q WIV. 0.1S6' III WLT CONFIGURATION 0.150' L POST DETAILS .156 w / 0.250'�1.500' �0.2D' �• 2 WO- 1 7A-SMALL ) A. 4 6' V O' N L 6 AN ANGLE STMID WIDTH j R LEG SPRUNG PER 3 BfSEMATE LE FOR ANCHOR WIN 6-=L'-0• CONFIGURATION 6•a1•.0• p4METER He LMGE0. DETAILS MAN ANCHOR DEM ER WIDTH MAXIMUM ALLOWABLE DESIGN PRESSURES: AS NOTED IN Digitally sgnedE DESIGN SCHEDULES Frank Bennard� Date:2020.12.2 DESIGN NOTES: II06:43-osW DESIGN PRESSURES CALCULATED DR USE WIN MIS SYSTEM SMALL BE DETERMINED SEPARATELY ON A ROB -SPECIFIC WES IN ACCORDANCE WITH THE GOVERNING CODE USING ASD METHODOLOGY. SITE -SPECIFIC PRESSURE REpUIREMENTS AS DETERMINED IN ACCORDANCE SEVENTH EDITANDCHAPTERI6OFTE ATTNA RAIDING CODE r( AIVH EDITION LL R 20 ESS INTN OR ENNAL THE IATEMLBUHLOINGOOSND UPUFTDOERIG� PRESSURE CAPACITY VALUEES ILTED HEREIN DR ANY ASSEMBLY AS SHOWN. GENERAL NOTES 1. MIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF ME FLORIDA WILDING CODE SEVENTH EDITION (2020) ME 201E INTERNATIONAL DO PING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE. 2. CONTRACTOR SHALL ENSURE THAT EACH INSTALLATION ASSEMBLY MEET THE MINIMUM CLEARANCE HEIGHT PER FBC SECTION I510.10 FDA NON-NVNZ APPDGT10N5 AND SECTION 1522.2 D0. WHZ APPLICATIONS. S. SEISMIC DESIGN WE9 NOT GOVFAN. SEISMIC PARAMETERS CHECKED: 0.15R UTDMY IL IMPgfTRKE FACTOR 1.0, SS•0.057. 52.0.022, SITE DEMANDS Eow mo STRUCTURAL COMPONENTS MEC�TEGORY MSEISMIC AC UNITS, FpMMX WN 46UIS,Ap 5,Ao-60,UP TO 2W HI CpEPdLENTS. AC UNITS),MDI.a6OS.AP•WER TOFUPTOMSHARM. A. MAx1nUM DSTATE "MIN. MINIMUM 75W RFTSMALL AS LISTED SPECTFIGTON55TATEOHEITEIN. MINIMUM 75L00R MA%IMVM AS LISTED HEREIN. 5. ME ARCHrtKT/ENGINEER OF RECORD FDA THE POIECT SUPEGSIRUCTUPE WITH WHICH MIS DESIGN IS USED SHALL BE RESWNSIBLE FOR ME INTEGRRI OF ALL SUPPORTING SURFACES TO MIS DESIGN WHICH SMAU- DE CW0.DINA ED BY ME PERMITTING CONTRACTOR. 6. REACTION FORCES LISTED FOR USE WIN MOST STRUCTURE VERIFICATION PRE CALCULATED USING AID METHODOLOGY. DESIGN PROFESSIONAL OF RECORD TO VERIFY APPUCAlHU W ANN. PODnIOXAL FACTORS DR USE WIIN MOST STRUCTURE VERIFICATION. 7. ALL NUMBERS TO BE 014 OR GREATER SAE GRADE 5, UNLESS NOTED OTHERWISE, CADMIUM RATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH ANY "ALIGBLE FEDEML.STATE, AND LOLL CODES. PROVIDE (S) PITCHES MIN PAST THREAD FWRE. 8. ALLEXTRUDED MEMBERS SHALLBE ALUMINUM ALLOYTTPE6061-T6 OR 60p5-R. 9. ALL EXISTING CONCRETE SUBSTRATE SHALL HAVE MINIMUMMc COMFRESSIV£ STRENGTH OF 3000 PSI AS VERIFIED BY OTHERS. 10, ALUMINUMWELDINGSN.LLLURWOMEDINK DNRCEWNHFBC SECTION 2002.8. 1.4 WITH WELD FILLER ALLOYS MEETING ANSNAWS ASAG STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN AKORDANCE WITH ME ALUMINUM DESIGN MANWy TABLE A,3 6 WELD FILLER: 5383 ELECTRODES. ALL ALUMINUM CONSTRUCTION SMALL BE IN CWFWM,WCE WITH ME TOLERANCES, QUALITY AND METHODS OF CONSTRUCTION AS SET MOM IN ABC SECTION 2003.2 AND THE AMERICAN WPDIMG SOUE I S STRUCTURAL WELDING CODE -ALUMINUM. MINIMUM WELD IS X' THROAT NLL PERIMETER FILLET WELD UNLESS OTHERWISE NOTED, It. ME CONTMCT00.1S RESPONSIBLE TO INSULATE MEMBERS FROM DISSIMILAR MATERIALS TO PLENEM ELECTRMYSLS, INSTALLED MECHANICAL BXTIOXS ND8 TONNAGE. BY OTHERS ALL S PER MANU 4CTURESPECFIG RECOMMENDATIONS SPACE. TONNAGE.ERGSSHALLBE IBPRNAWFACNRERCTOR. EMDATON$ANO ARE MEEXPRESS R A"ILSIBILITYOAMEIMTES CONTRACTOR. 13. ENOWV SE OF THIS ED SPECIFICATION BY CONTRACTOR, . of. I AS INSHOWN D NNONLY. USE OF THIS SKGIFlGNW BY ENGINEER FORARW. H. N. DAMAGES IN B SAVES HARMLESS MIS SLUM1RFOR ALL COST 4 DAMAGES INCLUDING LEGAL FEES 6OTION, CONSTRUCTION NGFROM MATFPUTFABRICATION,SYSTEM ERECTION,COH STATE. ItFE ERALCOD AMOBENOMD THAT WHICH IS CALLED FOR BY LOCAL, STATE, 8 fEOEMt CODES 4FROM DEVIATIONS OF iH15 PUN, NUMBER ENGINEER OR OE FOR I� I "mot. STAND COMPONENTS STAND TYPE/COMIONENT SOIEDIHE PART DESCX. STAND TYPE SYD .ND %ND f1%ED-HD OMER ER TUBE 1.R5' . 1.25' x 1.50" .1.50' x 2.00' x lAl SIZE 0.093• 0.093• x0.093- N/A (III . III. lq OUTER TUBE 2.0 x O I SZE WA WA N/A 2.00• . 0.093" Bl n' x tq Q INNER TUBE SIZE 1.00•x I.O 9 1.25'xl.25'x 1.T5-x6)5- NA (B2n02x 0) 0.125• Ot2s. • 0.125• O POSTSIBE I.S.0.090" 1.9•x 0.145- l.Vx0.2W' 1.9•x4145" OD X THK M"X.'UP TO O BA9FPUR SIZE d"XA- 20"STAND HT VX6' S•X5• (PSPI) -S"X S. FOR STAND HT LEGEND: • •ND"= MEAYY DUTY • "STD" = STANDARD • 'XHD'= EI(IM HEAVY DUTY O SHALL BE UTILIZED FOR HD FIXED ASSEMBLY ONLY MEAN UNIT HEIGHT & MAX FACE AREA CALCULATION DIRECTIVE: „x;RTIESHALLBEUSETOCAITETHEMHEIGHT&„E UE UNITCONFIGURATION. EXAMPLE CONFIGURATIONS: !NOTE UNIT WEIGHT MAY BE INCREASED TO BOOR MAX FOR -XHD" STANDS • MAK RAILSPAN LENGTH IS LIMITED TO5' FOR' HD' STANDS 2 UMIT5:2 FRAME CONFGURATION 16" MAX HUG T r�Wl I - DIFFERENCE• —=-----...... AC NIT T UNIT (Nl�W3) (H2XW2) + 050P 6' MAX PAIL MA SPA 3 UNRS:3 FRAME CONFIGURATION t-W2-j J �WI�'T �W3 1 AC uxR y H2UNIT z 7AC UW. T) ( j> � i 0500 MAXI MAX RAR-4 SPMH A UNITS:. FRAME CONFIGURATION �-Wl-j Acun S NIxWl = ZUN uNn i AC UNIT 0500I 6'MA%RAIL I MAX' h- <P.u. -Y S SPANI SPANt IV MAX IV MAX HEIGHT DIFFERENCE' HEIGHT DIFFERENCE' _ �6'MAX RAIL _. SPANt 16• MAX 16• MAX 16• MAX HEIGHT HEIGHT HEIGHT DIFFERENCE^ DIFFERENCE• DIFFERENCE• N— ---- -- y ------ - 6'NOUIL-} w SPAN' MAXIMUM ALLOWABLE HEIGHT DIFFERENCE BETWEEN ANY UNITS IN A MULTIPLE UNIT CONFIGURATION IS RESTRICTED TO 16' MAX. FO0.awSID FOR DETERMINING MEAN UNIT HEIGHT & MAXIMUM UNIT I. CALCULATE THE MEAN UNIT HEIGHT BY THE FOLLOWING EQUATION: H . TWO UNITS: T • THREE UNITS: 3 H • F0 R UNITS: +H d • •n' UNITS: H�2+TH]. Nn 2. CALCULATE THE MAXIMUM UNIT FACE AREA BY THE FOLLOWING EQUATION: • TWO UNRS:(HlxWl)+(H2xW2) • THREE UNIfS:(MlXW1)+(H2xW2)+(H3xW3) • FOUR UNITS:(HIXWI)+(HNW2)+(H3xW3)+(HOXWd) • -n• UNITS:(HIMI)+...(HmWn) r___ ___ _____-------------------- EXAMPLE SCENARIO: I3. CAOLNSIDEEE FOURUNITTHE MEMI O FI 6IRTION WITH THE DIMENSIONS AS SHOWN BELOW. II FW R UNRS:T Hi•H2+H3+M =0T'+2a2. _ {2T+25 O I • = 20' MEAN UNR HEIGHT � 3. CALCULATE THE MAXIMUM FACE AREA. I FOUR UNITS: II (MIxWI)+(H2xW2)+(M3xW3)+(M4xw4) •(2O'x21•)+(29"%25')+(22"x22")+(2s•x27•i �I • 230A In• II TOTAL FACE �I APEA• 2300 inx IItlEOb UNII-�zl" L s'_ �R'- �-D• 20•MEAN I I HFIGIIr o � - _{UNR HEIGHT II G oe J RQw aD oyO�wz V3u�Ro NC �w OW �o 0 FACE AREA (2]601nE - 1152010). FRAME QUANTITY (5-8 FRAMES) .µ� ldO1g4 RR IMpMRNOX NN JH w1Aw]51 s!A "MI WR1nwwNlmr FLN 1fi921.1 mmmm=Ewmmm=mm=mm=mmmm=mm=mm®® 1Q11111 �1f S>•Q=111 :��Cda®�®_�eia iS3��IIi.!•E>�il��® ® ENIFEBIOUNINEF0321111EllE®NEUROSIS 311131][21ill I////. �202521F 05NUM5115115A 20205�&IP E3=211111010CUll � IMUZE1011 8® 3LF13EM1111®1111113=1allill®%////. V//.%// A505//. %////. 15iIS115050 %////.///.%////. V//./////51W//A smal[l! m INFIENIVOIN� 11171011 ® ////. V////..///.////� F///./////..//511511 F%///.V///10.///.W////.///.V///"mI///. /.F%///. /////..///. /////.F////./////..///.////i WA, / IF: .//mA./////.I///.F//////. F///.W///�.///. I,a"In, �� inr•1_Qlaiii ��F////�I///..////�I//� F%////�I//.////I//�.////�I//�.////�I//��R@is MEM�)i � %//I.I////I%/&IRA&IR //I%/// I////I %//I. Ii///I %////////I %//I %/////I///%/////%//I ��1 STAND EXAMPLE ONE FOLLOWING EXAMPLE IUDSIMTES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWAME WIND PRESSURE 6 UPLIFT FOR ANY GIVEN MECHANICAL UNIT CONFIGURATION THAT CONFOPMS TO THE DIMENSION RESTRICTIONS LISTED HEREIN. SEE SHEET 2 MR MEAN UNIT HEIGHT 6 MAXIMUM FACE AREA GLCLUTION DIRECTIVE. SEE SHEET 2 FOR COMPONENT SCHEDULE. SEE SHEET 16 MR ANCHOR SCHEDULES.) MECHANICAL UNIT/STAND CRITERIA: CONSIDER THE INSTALLATION OF LD MECHANICAL UNITS, (I)-20-TALL a 24' DEEP A 21' WIDE. (1)-29-TALL A 24' DEEP • 25' WIDE,(I)-22' TALL A ]A' DEER X 22- WIDE, (1)-25- TALL N 27' DEEP a 27- WIDE,13SD LB MAX W EIGMI INSTALLED WITH THE FOLLOWING CRRERIA: NUMBER OF LEG FRAMES- (5)FRAMES STAND HEIGHT. IS' HEIGHT STAND DEPTH. 21. STAND DEPTH SPREAD HOST STRUCTURE TYPE. 3,000 PSI CONCRETE (AS VERIFTED BY OTHERS). IC11--1-1777 DESIGN SCHEDULE NOTES: w.nNw Data.". rACEMM l .MEWMwdu.lXAN E WFIWN NL. w.W! NLE MNx WNGMIId I. EfYE.LXA>NR .Kxd XxPWlFrd PROCEDURE: RESULT: 1 DETERMINE THE MEAN UNIT HEIGHT FOR THE GIVEN CONFIGURATION SEE SHEET 2, 11 vE P., M I 1 HE MEAN UN HIT CNRI IGTI THIS CONFIGURATION HAS BEEN WORKED OUT IN THE EXAMPLE SCENARIO. (MEAN UNIT HEIGHT a U In) 6 F 1.1, 1, CALCUUNFOW UfUUffVFMP 12 HT, METHOD Of CAU0UTANqUTHL MAXIMUM TOTAL UN ACE AREA.FORCLARI CA N, NS 2 DETERMINE THE MAXIMUM FACE AREA FOR THE GIVEN CONFIGURATION CONFIGURATION HAS BEEN WORKED OUT IN THE EXAMPLE SCENARIO. (MAXIMUM UNIT FACE AREA a 23" 1n3) 3 LOCATE DESIGN SCHEDULE THAT APPLIES TO THE GIVEN CONFIGURATION SEE SHEET 3 FOR THE 24' STAND DEM WIN A MAXIMUM FACE AREA OF 23" W2. FOR A 23" mA MAX TOTAL UNIT FACE AREA ON A IS- STAND HEIGHT WITH (5) SUPPORTING FRAMES, THE ALLOWABLE WIND LOADS ARE AS FOLLOWS: A DETERMINE ME MAXIMUM ALLOWABLE LATERAL P UPLIFT WIND LOADS • ALLOWABLEUTERAL WIND LOAD: 666 PER (FROM TABLE ABOVE) • ALLOWABLE UPLIFT WIND LOAD: 43.1 MP UTNl2E ANCHOR TYPES FROM DESIGN SCHEDULE ASSOCIATED WITH THE ALLOWABLE WIND VALUES DETERMINED M STEP A. FOR THE TABU 5 INSTALL STAND PDI PERMISSIBLE ANCHORTYPESPND YERIFY MOST STPUCNIRE ttPE LISTING, ANCHORTYPES 2\3 MAY 6EAPPLIED. FORTHIS EXAMPLE UT)LUX ANCNORTYPE 2 MR CONCRETE HOSTSTNUCTURFTME.INSTALL STANDS PER ANCHOR SCHEDULE AND DETAILS AS ILLUSTRATED ON SHIM 16617. CONCLUSION: 6 MAXIMUM ALLOWABLE LATERAL DESIGN PRESSURE- 54.6 PSF (FROM TABU ABOVE) MAXIMUM ALLOWABU UPLIFT DESIGN PRESSURE- .3.1 P5F COMPAREVALUIS FROM STEP 06 TO THE SEPARATE SITE SPECIFIC RMVIPEO DESIGN WIND PRESSURE PROVIDED BY A LICENSED ] COMPARE TO SITE SPECIFIC DESIGN CONDITIONS ENGINEER OR REGISTERED ARCHTTECO NOT INCLUDEDIN MIS LERTWGAON.SITE.SPECIRC PRESSURE REQUIREMENTS SHALL BE LESS THAN OR EQUAL IT THE LATERAL AND UPUFTOESIGN PRESSURE ALLOWABLE CAPACITY VALUES LISTED. DESIGN SCHEDULE NOTES: 1. MAXIMUM CALCULATED PACE AREA SHALL BE EQUAL TO OR LESS THAN THE MAXIMUM ALLOWARLE FACE AREA FOR EACH CONFIGURATION. 2. R RENCE ANCHOR SCHEDULE FOR ANCHOR TYPES LISTED HEREIN. TABLE LEGEND: O-DENOTES EXAMPLE VALUE FOR USE WITH COVER PAGE DIRECTIVE DULLLp UIn FIC W i gr s wD a ._ I. � wg W 'w D I NOJ'SSRd XN N1d33M19N3 L'IZ691 R111vMtlEdtl LJIWOdd h xW ss3tl<X3'N<Ix33x�Rx9eMNi1 009b<f( WOO NOW03 HlN3 s ao0J 9NIOl106 muO i SNOIlYJI'Iddtl 2HAW-NON9 ZHN190Ntl150/tl HONIWOItl $ ibbE E li'HDV30 Ol31dY330 901 31ItlS'3AV 4ai1 MS 09T n N jjn 6169-OBb-(ISW xd s�ai Mew Ln xu x[ qq S- 3�uio 3[vdoedoo tsbEE V'H 031Hg330 Nf uv .mao au of pop w<xe^� 2J 3 z m AtlM 15i M96EEi �s m m moow<xi^n ry o as< m x+ois.n JNI lsiDnOObd WnNIWMV NOISIJ3bd u1 pyy tg E � 9144999! 9.999i E 9999199999V4949 9 = •9'.......... :N II RE- s^P8 �:58g::a IR t Y � P P§ Rry83�§RS '. �+� tlS� S, �- 999999999999999 e9 �V5 999989999999999 9 rE �y 9^999 9•9999999!!9 88R:9$ 04 3 33j3 $sL eqeq 8= 999999999999999 99 m999 9999999:e99999.999999999N9=99 `a_::„�ec W acaag a :aca a: '� -- :----- a 3 a:3: uaac # 5 #' d� tt�;CG�?caeeeFeq 99 9999 4.9.9959 is - rat ;ectFt;a[r5ct c 8- tg% 99 �i5tt% % 9i^9 : •••44YYY.4Y..4Y .. '• ggF a 'pE .9�e e937.9..e9 • YY.4. Y. 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YN(t YIF9.+LLMD ws ILLOWBme WIR W ,. _,. r1NN HIbMMI[ VUrt wO// UlF4LIdB Iw 4IOW4l! L9Ur> ]mAy llJy 1p].ey I!>.py N9.] n>Dy 1.p 5)py s py LQm LLR 19>b 1p Rl llp 11.1. tM.lu n' S[OOy >.py 1gSy >]Oy all, I.p.Sy A.t 1p W+le ]Ob.IU •" 3mD9 IJy U].py M.9y ]s>Dy ml nle.r> SAou ).lU n- n- em in, mJy Insy Ib. nr Duy nuy 9 zy N]mLM f.sl! m]u % b- ]sexy xsy Ibsy Im.ly ]su Rr 1 ly >ty A>y IB>+y bey 1B. 1 >mLbrt I)Ozu +m> +N-1 R>Ju N4B I8 ]s" 1f1pW ney m.0y Op.YK n1m16R )65.x]0 p}.U Nxple R 1SOy +)y y ].Cp WI mIOU N+S Ip )slelp b' II:bN zan, xl rsr BI.+Rr vy Izn.mlbR ]]wxu wea b- N3K] Ip.x 1 ry.s Ks sx S.Sy N)ml8.rt 4+.I Lp me1B Ip" Ib.O Rr In.Oy .0y p10y mLM SWI1G BmOn ]+- rs. ro.9y sb.o Kr >o. y seoy u�R x rou s Au 1.111 sexsu x W]B Yv f.OT ro] s B. H- 744MF Ss.]KrMl 11.1.1 .9e Rr w. w +a>u 411111 p" y $9py s98 K1 ]$ y l9.p Kr ]$)Kr SJKr bs tOlbR In.b1d 661194p +31.51B N- JK pR> JI. +O.py $ ty 2IN' x+Sm R M1A 12 blt Lp N9.+4p m IpN n. g, y seKr , s N.e rsr +Jy mdy 1>oxu Bneu nlxu n- s+.xy w.1 Rf bsy xly «]u +udu Ne9u "HD CUSTOM CROSS -BRACE" STAND DESIGN SCHEDULE LD.D ]. Blmw]IM rW 166 WI1M1 N5, yrvLtTAE9EB1i3GI3OXDR. '� I�SiRWYCiCMs 9FRauno4H"sVILW"" Ig5i _- _ IAUI ]Dr4NB 4nA unrt wX. 4sf w!, e.s3 wN. B+ss ws. BKs niu wcluBrm'. a, N1c.1Bns ]NeB ,ce) Arvc1 pN.f ce. xDK rrR x .rcNOR ir3]- ce+ >xaaK JrrB:,nl D]ME161PV5 NcxlM IRA) SMW IVI Ur11R lT) 6MvfM1 I<I w% wN IWl M4 � IW,DrRI NIfWi w.NWW.9bJ LLWFMY. IMI[NIOWWF N,dN�Ne wR NIpVIhF .LLPVNIE wN N�11YHNplF N3M N1E ws NLtlN4lB )LOWNIE x3B LpNy1E NYDW)81E UrERN IOID VRIR Uh4LLdd YwR U]BW LD9D 1.VLm N 1N0 U.7 UR4llO.W U1Urt WILMD URIR 10' ]9.6y +19y IIAy y t9.by nJy s0.t K1 A.py m.Iy nby I)JW ))661D gn B )+ MolSf x)KF Sb.by )B]KI S1y WJ bKr -.1y 1l.>Rf SU,3 Kf 146y ).Jy )l>y mltr18R 1Bl.R ))S4U $Be i 1B ueA lB «Mrx sb.,�cei M' nORi pdy y )B.ly M.9y 31.Oy +).>y )l.)K( cRr I)Oy �n�l ,b.)y llay N).M LLR )LJN ][6).31s 4M,1D M` 1)S Ri S.By n.s Ri W.>y Jbpy tlSy ISB Ri Rr 11Jy M.,y JIBRf N)mlM ],I.11A 3m3.11B 9538U SMALL UNIT ANGIE 10- MIN MR HT 5 24' SUPPORT, SEE SHEET 17 d 12MIN MR NT > 24- 2r nNX UTIU2E HD COMPONENTS FOR 2- tF THIS CUSTOM STAND qq V ATTACH CROSS BRACE iu G (2) 2'x2'Wp` 6061-T6 ALUMANGLE (FROM B ANGLES TO POST W/ (1) 5116"0 SS OR SAE GR5 THRUWLT OR W/$- FILLET WELD (yS' LONG BACK) TOP AND BOTTOM OF ANGLES) MD CUSTOM CROSS -BRACE ASSEMBLY ALLOWABLE CONFIGURATIONS: 1 UNITS:3 FRAME CONFIGURATION 2 UNTTS:A FRAME CONFIGURATION 3 UNIIS:5 FRAME CONFIGURATION LMAX LMAX LMm—i LMA%J LMA%1 MAX I W I W 1 W I W I I W I 1 XgT- r- r r- r r AC UNIT S� ACUNR it ACUNRI� AC UNIT Z� ACUNR it AC UNIT BFUX I II II NNf! 11 Boo. £1-- 11 1 II 1 MAX MAX �MAX�MAXTMAX� MAX TMAX TN. MAXI 20-32768 15 FRAME ASSEMBLY & UNIT TIE -DOWN DETAILS: GALV. BOLT FULLY TIGHTEN TO REFUSALTHMUF�WIUER) (8) 0I4 316 SS SHEET METAL SCREWS TO VGA (0.031-) MIN STEEL HOUSING PER ANGLE CHANNEL TO P% 1-1 R"x14GA 10.078') TUBEA36 MIN.STEELCLIPW/ 121 IMO 316 SS BOLT W/ PROVIDE FILLET NUT B 0,7s. O.D WASHER B- WELD PoR FULL TO I BEAM. MIN(4) VISIBLE TIEDOWN CLIPS PER UNIT, CHANNEL CIRCUMFERENCE(1)MR CORNER OF PIECE ® 0 PADS (BY RECTANGULAR TUBING® PIECE QOR�BEYpID. 2 ROUND TUBING ® nix. 4 PFa UNIT 1 FRAME ASSEMBLY DETAIL z C UNIT TIE -DOWN DETAIL I6 16 7/8' L P.) ROUND TUBING 0 DESIGN PROFESSIONAL T C. SEE DESIGN SCHEDULES 4 ANCHORS PER PLATE RFCOPD SXFLL VERIFY FOL REACTIONS PER EAOF CRIl5ff ANCHOR SCHEDULE) ' CR UCTU0.OL HOST POST. AS ILLUSTRATED y- Y" FILLET WELD FULL HEREIN, TYP. BASE PLATE POST CIRCUMFERENCE TO BASE PLATE 3" ROOFING FINISH I M I - ASSUMED MA% BY OTHERS HOST STNUCTUflE PER j J V ANCHOR SCHEgAE-\ - // _ HOST STRUCTURE—� L, O 3�, 3 BASE PLATE DETAIL MUST BE BE a BASEPLATE REACTIONS III PARALLEL TO TRUSSES MR THIS DETAIL S6 PoR ILLUSTRATIVE PURPOSES ONLY ADIAC6W POST ASSEMBLY, TYP. STAND DEPTH PER ROUND TUBING 71w IGN SCHEDULE A Ire- (4) $-0 EAE GTUOE 5 TYP. EDGE ING 0' EDGE }MREADED RODS WFB1 SKS" j' BASE PATE _ _ _. BASE PLATE Wo MIN. WASHER AND _.. - LOCKING XUIs. TVA. )(-0 SAE GRADE S : A"ED ROMW NUN. WASHERTVA. AMIX. WASHER, EXISTINGTRU55 NUTS, TYP. BED, �' MIN. EDGE`{KING LROD STANCE/IUZE LOCKING NUT EEL: ADO 141)L"SIDE OF ALUMINUM B-O MIN. WASHERANGLE. E-T (LUMINU TYP. KING NW. UTILIZE ' ANGLE P 3-0.4'6061-T6 (2) BOTTOM. TYP. MATCH BASE PATE NUOUS ALUMINU FOOTPRINT ABOVE. E TO MATOL BASE UTILIZE LOCYUNG NUT PLATE FOOTPRUNT EACH SIDE OF ALUMINUM M BOVE. UTILIZE(1) SLE EACH SIDE OF ANGLE. TYP. L A ROW. SEE SIDE VIEW FOR MORE EXISTING WOOD tRU SECTION A -A (SIDE -VIEW) DUMB. MEMBERS(G+O.SSMIN.)ORM ALTERNATE BASE PLATE A36 MIN STEEL tiNTEGRITYBY ATTACHMENT AT WOOD/STEEL OTHERS), TYP. rs, TRUSS MEMBERS 16 FOR USE AS AN ALTERNATE ATTACHMENT METHOD MR ALL ANCHOR TYPES ON DESIGN SCHEDULE TABLES. SITE SPECIFIC DESIGN RECOMMENDED. ANCHOR SCHEDULE FOR USE WITH DETAIL 3 ONTMS SHEETONLY ANCHORJSTRU�M gNLIIOR DESCRIPTION TYPE NUTAYA"O MIN. WASHER,TOSTRUCTLOTALASBMW IK)BT THIOMiEBG(A)1M"0 POWERS WEDGE BOLT CONCRETE ANCHORS qL EWNMENT WITH W-0 MW WASHER, 2-LITEMBEUMENT A Y MW EDGE DISTANCE. SPACING PER THE FOLLOWING • ,BASE PLATE WIDTHm SEE DEIM PIE: USEOETALLI6 FORGRWND MOUNT ONLY WHEN APPROVED BY EORABLAWING OFFICML (SEE NOTES BELOW,. M SCREWS R 2.1? iNREAD .EIRAYG E DSTAF PENETIUTICN. Z" EGGS gBTANCE M, SAEORAOEBSHEETMW5 STEEL WIH SB"O MW.WPSNER O STRUCTUIRMb STEEL MFMSERB 3IIB"MIH HOSTTNKKLEBS ANCHOR NOTES: 1. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE FOR EACH ANCHOR. 3. ALL CONCRETE SUBSTRATE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. CONCRETE SUBSTRATE THICKNESS SHALL BE GREATER THAN OR EQUAL TO I.SXANCHOR EMBEDMENT. INSTALL CONCRETE ANCHORS TO UN -CRACKED CONCRETE ONLY. 4. MINIMUM EMBEDMENTSHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMEW AND EDGE DISTANCE E01,LIDES ROOFING FINISHES. S. WHERE EXISTING STRUCTURE IS WOOD TRUSSES, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE IWO ADEQUATE WOOD TRUSS MEMBERS, NOT INTO PLYWOOD. THE CONNECTION OF THE AC STAND TO THE SUPPORTING HOST STRUCTURE IS ASSUMED TO BE A RIGID CONNECTION. THE INSTALLER SHALL ENSURE THAT ANY ROTATION OF THE SUPPORTING HOST STRUCTURE IS STRICTLY PREVENTED. IN ADDITION, THE INSTALLER SHALL ENSURE THE MOST STRUCTURE CAN ADEQUATELY SUPPORT THE REACTIONS PROVIDED IN THIS APPROVAL. IF THE INSTALLER IS UNABLE TO VERIFY THESE REQUIREMENTS, THE BUILDING OFFICIAL SHALL REQUIRE A SITE SPECIFIC EVALUATION TO ENSURE STAND STABILITY. 20-32768 16 BASE PLATE TO WOOD (2) 2X10 BLOCKING BLOCKING w/(4)3/8'LAG (LENGTH CUT TO FIT SCREWS /WASHER, 2.1/2' BETWEEN EXISTING THREAD PENETRATION TRUSS CHORDS) GLUED TOGETHER WITH HIGH STRENGTH WOOD GLUE EXISTING TRUSS CHORD -- C—' ----- WITH (4)16000MMON--_--_- —_-- NAILS EACH END, EACH --- - - -- -. BLOCK(16 NAILS TOTAL) EXISTING WOOD TRUSS CHORD AT 24' MAX O.C. (G-0.42 MIN.) WOOD G, BY (1) SIMPSON GA2 W(6) SCAB xL-1/2' SCREWS, EACM SIDE OF BLOCKING J LOCATE BASE PLATE WITHIN CEMER 1'-0' O O Y r .. O O .. SECTION B-B (PLAN -VIEW) ALTERNATE BASE PLATE ATTACHMENT AT WOOD 1 TRUSS MEMBERS I7 FOR USE AS AN ALTERNATE ATTACHMENT METHOD FOR TO WOOD NOTE: USE OF THIS DETAIL (1/17) IS RESTRICTED TO FOLLOWING: • ONLY APPLICABLE FOR THE FOLLOWING STAND TYPES: STD, HD, FIXED -HD • UNITED TO 60% OF THE ALLOWABLE DESIGN PRESSURE LISTED 15 THE DESIGN TABLES. EXAMPLE: MAX ALLOWABLE LATERAL LOAD PER DESIGN SCHEDULES - 95 PSF MAX ALLOWABLE UPLIFT LOAD PER DESIGN SCHEDULE = TO PSF MAX ALLOWABLE LATERAL LOAD PER DETAIL (1/17) . 95 PSF X (0,60) = 57 PSF MAX ALLOWABLE UPLIFT LOAD PER DETAIL (1/I7) - 70 PSF x (0,60) = 42 PSF _--- It- ___. SMALL UNIT ANGLE UNIT DEPMC _ RAIL SPACING (4) 014 SAE GRADE 2 SHEET METAL SCREWS - WITH R'0 MIN, WASHER PER ANGLE END, TYP. STAND DEPTH PER PER DETAIL 2/1) SMALL UNIT ANGLE&I FASTEN ANGLE VERTICAL LEG TO 22 GA (0.0I1- MIN.) STEEL HOUSING WITH (4) 014 SAE GRADE 2 MIN. SHEET METAL SCREWS AT EACH UNIT CORNER -ROUND TUBING SECTION C-C (SIDE -VIEW) SMALL UNIT ANGLE 2 ATTACHMENT DETAIL 17 FITS THE CONNECTION OF THE AC STAND TO THE SUPPORTING MOST STRUCTURE IS ASSUMED TO BE A RIGID CONNECTION. THE INSTALLER SHALL ENSURE THAT ANY ROTATION OF THE SUPPORTING HOST STRUCTURE IS STRICTLY PREVENTED. IN ADDITION, THE INSTALLER SHALL ENSURE THE HOST STRUCTURE CAN ADEQUATELY SUPPORT THE REACTIONS PROVIDED IN THIS APPROVAL IF THE INSTALLER IS UNABLE TO VERIFY THESE REQUIREMENTS, THE BUILDING OFFICIAL SHALL REQUIRE A SITE SPECIFIC EVALUATION TO ENSURE STAND STARILTTV. =Basa�' eff yi B� 3 �$zR �LyP 61ILYMDI+fOIRDR[Y` 20-32768 17 CENGTn lyi GENERAiar. PAD / IHICXNESS PAD <fN+RM 1. ISOMETR¢ VIEW PAD DIMENSIONS: GENERATOR TABLE: W W ♦.1N. -IX - ♦ III GENERATOR UNIT BY SEPARATE SUBMITTAL (SEE SCHEDULE FOR MINIMUM WEIGHT REQUIRED) 1 - - MI'[EHGEN —} PLM WfW OXGEEE AND pp.p NESN - '� -� t 6' MIN GROXXD --- I PRECAST P _, C 'T (ON -GRADE APPLICATIO S ONLY) MIAMI DADE COON 11 : M1N � . O i - WIND DESIGN RE UIREMENTS: — (665E0 OH µCE ]ID M1 ftORIM w11DIMG COM SINM FDIl10H PT UlI. EsESI METHOD... ULTNYIE DESIGN WIXD SPEED SEW • 1]E MO INS. C0E51GN WIND SPEED INW•U6ESS 0.15N G]EGOXY 1.DE WIND DINTERNAL PM0MU C FAC • N/A EMPO6VPE GTEGORY•C WIND OIRFCTIOX.LLI]Y ENCT00. NE D.XS ENCIOITEC 1T .R •.l S. EDGEI.SEN•Pl GROUND . C(SIFFPACT00.. O.9E PNLxDCNI Npn•56.SJ b/R] WI COEfPREMQ• R WIND PRESSURE' V•4N6CI• .. a IWrt3 (ASO)UEEML ANCHOR TO PAD SCHEDULE: MAYIMAnGD D.S/E.931 • LwRm2 tA5W wuD o]N uxG]x XDGxE wElcert CDWMEx,6 - - GENERAL NOTES 0..&MODEL GPADm WI G...CUSB]x6Wstlp EEEW x5. EB.DII• x8.w' 1391W Gercx6G39.6Wf.6E6i 16 EW ESW WW" 2MY MIEN W—CR]21 I6M 2500 MUNI 28811' U60P Geer<W59I&EEISYf IXW 25Aq• KM' YdD- 4MlbP Gelre[ 4&DMB66 17XW ESfO• YAl" 28d0- .2I RN ME GErnrc D59]S6 W50) M[W E.0]" M. IS ISl l6F GLPINTpXi WneMtl16R96CM>30 ]ORW 35.L0" I&N" ia.O]" sI61M IxEM SNEF)I GenNCDWSSI &OESSI REW xs.CO" <B{G" 536As Rpxm laRxs&21W6s ta.m&w n.pD^ aX.w' I.w zNm- so01m Gennc]035.J016, ]03] I6RW 25fp" 16.DJ' x8&1" Cerxx[O>038&WHH9 HI[W 359]•• E6.W' 28,60 —'IN GerWrx w]lM:&]l43 nEw ssm• I9m' sa.n- .lp a66EN GENERATOR MOUNTING CONFIGURATION: Gf NER.ICKLAIIACMNENT.SE DA ]'♦EY4' ACUN AxGIF W, I♦1 ♦I. S5 M1 NSIP.ORILLING ..I. GENEMEOP - } f P SEE GEPIS.op SPECS, RR.. VIBMIiGX GIONUI F ZD, ..D.. D IWXM.EYVI.EIff011 0 INN pFaAiwElGxr LL _ {---- 32•WIDTN--4 •—50•LENGIN--- i smE N[W 1931f� G[NI. - IwRmwn De6wPnox Dpurp uwuE ' COXCREIE: yR[W�XMT.M I IE0.0fA 'EWIv.LLExi. ]'14L, i xM.) [MYp IO CpNCAfIE.� 3'Mlx. epGF Sf/A XG Ep AXY o ES: iFM6ExORQT-.I Re..s10[ . pNElrtxxD eDl 11 xCE EYCWVf5 nMI5ME5. lE xM1IG&E. E. AS IN ANOPpcEDlsr.XCE „IIDEED w AN[NOR swf w1F. sl�xwww sPAclxc ro IICIM µCNORS.' 5. 10lIDN N.IwlrnIRERS ,NSI.WAnw IXEAUCr1OX5 r0 STNEwCM0R5. Gf NEEATGAXCI-. Vµ1fW RN"DEEL SEF GFMFRAttIR SIECS SEE.NENG..G.. — (.PI..00 1 N Z' CDK.DE AND, .,I., EOlIc MIl CGXCRDE PAD ' X \=T &µIII KI - PpM MFEN /- ElGlli '• D COXGEIE DF I ED. I- NNN pXDEGGE TD G.N. IFXDTX, lL 1ES51NAN 3'. 3. ADISEAME 3'NOX wrt NS.Ei.AA uUEa� �[M„ �GFFEMRIE 9ASF WIDTM. Mp L.S. K "40�-ae 'E,-,�,��aO�`. gsYa3s¢GpnSa•Y�€�9w£3�SKE1'P51lrf3iS1w[9Ir'KH3'IaJI�i.ftl�eg33al�f9nxidKU3n['1l5?3osv1ailtli:beu3o 3q 3NSb901d53Wg1�[b Oe 9CL1-94(SOE) 3" 4YZ3 M909LpC 2414'Sm 3NtlO 50310B6GfE1 ei eoSG�1s19 add 15b�32d ®vaua.' �ows e�mw Y +-1 vn -'� a Raa o'.2 aog R. 4G!, SS. qe 5 _ Nh•� rn::G�n s g$g!g 86gE6gg §b§§bbb§bb e g Eg gg`o ggg � §4yb §�4! bb4 It, § Y, og5 olog g ggo `�� 496 .19q. as .I4aaas$as @€� "anassssss�aaa is = � ;3'c aaaaasse��aa g% 6G66 e.Re .Re 6.^.G6G �E RRRRRRRRRRRR RS $A a�a9'R its, to as ME 9'1;MOIOM Sg� xxssmPxxx54 x agq�i�a3gaaaa Y� AiM �I�EA I.EAI.M '� eg$�ea�eaega � 4g4g1q �44g444 � � 994449g4 aasalxaax�asa q44 a S agm�T�g4T�Ts EL� Q499'4 q44 44 _ � �mnrarvaw`axiwae 0 xxxxIxx -x -xx - 3„x1p'^Ap Ylq.. vL Y3iY�SL pp'%L}VL�n y�xp a+n„ 5�-•r h� i� ii Esr6,F�.I i , _ T _ p ev3tuJ lsq eip3 Muq 6u��ud9 3 Y F b + Notes All work shall be done according to NEC 2017 FFPC 71h V Edition Existing NEC 702.7 Place sign at service indicating -Location & Type 2" Cond. w/ 3- 2/0 THWN of Generator Scope of work: 2" Cond. w/ 3- 2/0 THWN All above ground conduit strapped to wall, Schd 40 & 1-#4 Green Generator I V load and 1" low voltage conduit #2 THWN w/grd. wires for load in 2" PVC I Existing I NEW 1 I Existing 7 conductor low voltage wires for signaling in 1" PVC 120/240v 200 AMP 120/240v 200A Meter Automatic 200A Transfer PANELA • Switch with Interior I Integrated Garage , Service 22kW Generator Disconnect _ L Existing %"Cond. w/#4 Green DENERAG, Ground: Rod w/#6- 1-1/4 Cond. w/ 3-#2THWN 1"Cond. w/ 7-016 L.V. control wires Green & 14 6 Green 6" High Pre -Fab Concrete Pad ELEUIkIGA//LlLVVlL\/V APPROVED��SXDATE V C N N EXISTING:PANEL A 120/240v 1-phase M.L.O 200 AMPS NEMA -1 Crt Load Amps Kva Kva Amps Load Crt 1 Spare Spare 2 3 50 8.4kva 2.4kva 20 4 OVEN Sprinkler 5 50 20 6 7 30 4.3kva 4.2kva 30 Water Heater 8 Cook top 9 30 30 #1 10 Bedrm 2 15 .5kva 4.2kva 30 Water Heater 12 11 30 #2 14 Gen Light 15 .3kva Mstr Bed 15 .5kva 1.8kva 20 Microwave 16 13 Mstr Bath 15 .9kva 1.6kva 20 Dishwasher 18 Hallway 15 .3kva .9kva 20 Small App 15 20 Disposer 15 .7kva .3kva 15 Garage Family Rm 15 .3kva .3kva 15 Gen Light 17 22 Office 15 .3kva .4kva 15 Gen Light Small App 20 .8kva .3kva 15 Bedrm 1 19 24 Fridge 20 .9kva .3kva 15 Bedrm 1 21 50 7.6kva .7kva 20 Ext Lights 26 CU2 5kva 30 30 AHU 1 28 23 50 25 Ext Light 15 .5kva 27 Gen Light 15 .3kva 5kva 30 30 AHU 2 30 29 Dryer 30 4.3kva 31 30 .6kva 15 Bath 2 32 33 30 5.4kva .3kva 15 Dining Area 34 SPA .4kva 15 15 Deck Light Gen Light 36 35 30 37 Pool Pump 20 2.4kva .3kva 38 39 Pool Light 15 .2kva 7.6kva 50 50 CU1 40 42 41 Security 15 .2kva GEN. LIGHTING LOAD 2490x3VA=7470VA TOTAL LOAD=48,280KVA ELEO'I RICAL REVIEW GENERAL LOAD SUB TOTAL=55,750VA 1ST 10,000 @ 100%= 10,000VA APPROVE6iig��-DATE REMAINING 45,750VA @ 40%= 18,300VA A/C LOAD = 7,600 VA TOTAL = 18 300VA+7 600VA=25 900VA 240V=107.92A NEC (310.1567) 107.92 X .83=89.57A USE #3 THWN (Circuit not included in load calcs. Circuit on SMM Load Shed Device) Oven, Dryer, and Water Heater, AC-1 J a CITY COPY PERMIT#� - %&?a i r-.Afvll SHORES VILLAGE L_ILDING DEPARTMENT ROVED BY DATE ZONING �cTRUCTURAL II -_ k P:LECTRICAL PLUPABI (MECHANICAL BUILDING I - ALL l-r ... _ I zZ_