The URL can be used to link to this page

ELC-17-1433 R td,'ELC-5-11,74 X33 s�! . i, Miami Shores Village Pett 'Type: le _l Idol 141 . 10050 N.E.2nd Avenue NE Pe � mim wo*GtesAcaflol2,oenerator Miami Shores,FL 33138-0000 Permit Status.X1PPR0`VE© Phone: (305)795-2204 0 f}17 Expiration: 01/24/2018 Project Address Parcel Number Applicant 1301 NE 104 Street 1122320300040 DION SENA Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell DION SENA 1301 NE 104 ST MIAMI SHORES FL 33138-2661 Contractor(s) Phone Cell Phone Valuation: $ 12,000.00 FIRST QUALITY ELECTRIC CORP (786)357-6081 Total Sq Feet: 0 Type of Work:INSTALL NE 22 KW STANDY BY GENERATO Available Inspections: Additional Info: Inspection Type: Classification:Residential Final Scanning:4 Rough Review Electrical Review Electrical Review Electrical Review Planning Review Planning Review Building Review Building Review Structural Review Plumbing Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Plumbing CCF $7.20 Underground Invoice# ELC-5-17-64139 DBPR Fee $8.39 05/30/2017 Credit Card $ 150.00 $568.48 DBPR Fee $0.00 DCA Fee $8.39 07/28/2017 Check#:2500 $568.48 $0.00 DCA Fee $0.00 Education Surcharge $2.40 Miscellaneous Fee $120.00 Permit Fee $559.50 Scanning Fee $3.00 Technology Fee $9.60 Total: $718.48 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 regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. Ak'A�0-h July 28, 2017 Authorized Signature:Owner v1 Applicant / Contractor / Agent Date Building Department Copy July 28,2017 1 Miami Shores Village RECEIVED Building Department MAY 3 0 2012 \ i 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Y Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 �.l.l FBC 201`-15 BUILDING Master Permit No. E PERMIT APPLICATION Sub Permit No. F-IBUILDING 0 ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1301 NE 104 St. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 2232 030 0040 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: AE BFE: 8 FFE: OWNER:Name(Fee Simple Titleholder): Dion Sena Phone#: 305-986-8772 Address: 1301 NE 104 St. City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: Itcowner@aol.com CONTRACTOR:Company Name: First Quality Electric Corp. Phone#: 786-357-6081 Address: 5371 NW 174 Dr. City: Miami Gardens State: FL Zip: 33055 Qualifier Name: Antonio Acosta Phone#: 786-357-6081 State Certification or Registration#. EC 13004540 Certificate of Competency#: DESIGNER:Architect/Engineer: MAG Engineering, Inc. Phone#: 561-771-1010 Address:4611 Loyus Way, suite 202MM City. Boynton Beach State: FL Zip: 33436 Value of Work for this Permit:0 92 oW-®o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration K New ❑ Repair/Replace ❑ Demolition Description of Work: Install new 22KW Standby Generator on new prefab pad, Install 1-200amp ATS, 1-150amp ATS& all electrical wiring/connections. Specify color of color thru tile: Submittal Fee$ rSO'®(:) Permit Fee$ ,� �! CCF$I- ao CO/CC$ Scanning Fee$ -3' CA® Radon Fee$ �d DBPR$5 ,2kO Notary$ Technology Fee$!�T ei n Training/Education Fee$ to& Double Fee$ Structural Reviews$ 9-0 Bond$ �` TOTAL FEE NOW DUE$A (9 o (Revised02/24/2014) L Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A 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 n the absence of such posted notice, the inspection will not be approved and a reinsp tion fee will be charged. i` Signature ` Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing ins ument was acknowledged before me this 3 o day of !'t MA Y 120 1*7by 25th day o May 20 17 by 1 *On 'J'G/'1 A who is personally known to Antonio Acosta who is personally known to me or who has produced Fat as me or who has produced Pktm as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: cA ! Sign,A.l�.G7�YlGJ l Print: D r b ora ki s Hojsr. Print: Deborah S Hodge Seal: �ot�YP�a�� DEBORAH S.HODGE Seal: `"°`�c DEBORAH S.HODGE � a MY COMMISSION#FF176428 MY COMMISSION#FF176428 EXPIRES:November 16,2018 ° �Sg EXPIRES:November I6,2018 SOF FLOP R APPROVED BY - ✓® /� Plans Examiner / Zoning q Structural Review Clerk (Revised02/24/2014) 1 ESQ 'E '/ PSAL QUOTATION#1 104A DEALER Exclusive DATE:MARCH 30,2017 PROVIDER �A� 364 SW 4th CT.Dania Beach,FL 33004 011 EXPIRATION DATE 4{7.4(4017 Phone 954.922.3800 Fax 786-228.8449 0 . . .... ..•... Sal aoweraenerators.cam w*ww.smaower t com • To Mr. Dion Sena JOS Same ...... '.•• : *see:* 1301 NE 104th St. LOCATION •••i•• • • • Miami Shores,FL 33138 •••••• L�� ®ol.com . • . • . 305-986.8772 ...... ••.. ....• SALESPERSON JW PAYMOR TOM ; TEtI tftneky •• • Ron Djerassi Generac kW Aluminum �Terms and Conditions •••'06 • Enclosure �-6�I�tront�Permit68 0 •••••• an you for considering ower or your emergency power you the a are pleased to present to ••• •n • specification /estimate/ quotation.This specification /estimate / services explicitly quotation corers Doty the products and services outlined below. QTv UNIT PRICE LiNE TOTAL 1 One (1)Standby generator to be Installed at the above specified $15,986.00 $15,986.00 job location.The Installation to include: • One(1)Generac 22kW Air CTed,LP Gas powered, standby generator, Aluminum Body, model 7043(2017) • Concrete Pad for Generator w/Enghwering • Two(2)Generac 200 Amp Automatic Transfer Switches. Transfer switches wired between generator,main electrical service,and main electrical panels, Including load management circuit wining • Two(2)120 Gallon Alcove-Ground LP Tanks(West Side of House)Gas not Included. • Gas hookup from LP tanks to generator • Gas regulator,shutoff valves,pipes,and piping between LP tanks and generator • Engineering for Elect 8:Gas • Electrical permit(Permit fee by owner) • Gas Permit(Permit fee by owner) ! • Inspection by municipal inspectors • Generator startup(Incl.battery)and Warranty Registration 1 • Testing under house load 8:Exerciser Programming • Shipping&Delivery to jobsite • All labor • All materials j 12Y Battery • Two(2)years warranty on all labor provided by Empower Generators • Five(5)year manufacturer's warranty an all parts Current property survey wtth elevations"I be Provided by the customer i Wall paint.lawn repairs.paverrla•■_fla(t rte+ .shnrbbery.trees or fences around time ommator are not Ind this-tel TOTAL S15,986.00 .. 1 This Is a quotation an the goods and sermces named,subject to the conditions noted below: General AN material supplied with the system is fist claw UL apaa ted and guaranteed to be as specked.Ali work Is to be completed In a profess and workmardike,na naw to mat local construction,electric and gas codes and according to standard practice.Any altemdon or deviation from to attached specifications involving extra costs will be executed only upon written order and will became extras charge over and alae the estimate.All agreements comingem upon strikes,accidents or May beyond aur control.(Avner to Carty fire,hurrirmrc and other necessary insurance.Our workers&subcontractors are ftdty Insured by worker's compensation 0000 Taxes and Fees: Prices do not Include Federal,State,local,or excise taxes. • • °•••• •••••• Freight: Prices Include freight and delivery charges. • • • • Payment Terns 50%upon signing Udt agreement,Sip%upon delivery of the generator to site,balance u pdh" 14pectbn. •.� i ••••i• Late Payments: 1.5%per month Interest will be charged on overdue payments. •••••• • i••••i ••®• • • • • • • • • • Validity: This quotation Is valid for 30 days. By signs a sales .•••• ng agreement,customer accepts el�e't1eP4ms and conaition48f this quotation unless waived In writing by Empower Generator •••••• *000 ••i•• Installation Delivery to instaltattorr site,permits,Installation,hookup,and testing is included •• •• 00000 ••••�• 0000•• • • Delivery and completion of 4.6 weeks from permit • • • • •••••• 0000•• Installation • • • • • • • • 0000•• Cancellations: If customer cancels the order within the first"days after it was signed,there will be a 2574 cancellation fee' assessed.in the event the order is cancelled after 30 days,there will be a SIM cancellation charge assessed. Arbitration: if any dispute aritea after signing a sales agreement by Customer,such dispute(s)shall be referred in writing to arb(trat(ar,and that decision shalt be final and binding In all respects. The venue for any arbitration hereunder shall be in the state of Florida,whether or riot such venue is or subsequently becomes Inconvenient, Arbitration proceedings Initiated pursuant to this Agreement shall be conducted in accordance with the Rules of the American Arbitration Association,and shall provide for more than minimal dhcovery by each party. The arbitrator shalt consider the matter in controversy and may told hearings regarding the same. The arbitrator MY grant any remedy or relief deemed just and equitable,including,but not limited to,any remedy or relief that would have been available to the parties had the matter been hoard in curt. The arbitrator shall enter an award In writing detalling his or her corsldnratlon of the relevant facts,the bash and reason for the decision, and adherence to the applicable law. This written detttlon shalt be covered within thirty days after the matter is finally submitted. The prevailing party in any arbitration hereunder shall be entitled to recover from the non- Prevailing party,ail costs associated with such arbitration,Including the WAce of the arbitrator and all other costs relating thereto(Including fees and expenses of counsel to any party). Applicable Law: The Sales Agreement and the rights of the Wits dnall be govemed by and construed and enforced in accordance with the laws of the state of Florida- The venue for any action herumder shalt be In the state of Florida,whether or not such vow is or VAsequently becomes Inconvenient,and the parties cogent to the jurlsdtetion of dee courts of to state of Florida,Dade County,and the U.S.District Curet,District of Florida. Limited Warranty Empower Generators warrants to the original buyer that Its products are free from defects in material and workmarshfp and will,perform to their published specification for a period as specified on the first page of this estimate/proposal. EMPower Generators wife at Its option replace or repair itself or through contract partners any product which falls to perform to its spocfflcat(ans provided that the product was used and maintained in accordance with the aWkabie operator maintenance Instructions. This warranty does not cover failures due to misuse,abuse,negligence,accidents,repairs or alterations by owner or by third parties other than EmPower Generators contract partners. EmPowar Generators MAKES 140 OTHER EXPRESS OR IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY Olt ANY OTHER EXPRESS OR IMPLIED WARRANTY. UNDER NO CIRCUMSTANCES WHETHER BASED IN CONTRACT OR TORT SHALL Env Generators BE LIABLE FOR INCIDENTAL,CONSEQUENTIAL, INDIRECT,SPECIAL,OR PUNITIVE DAMAGES OF ANY KIND Ott FOR LOSS OF REVENUE,LOSS OF BUSINESS OR OTHER FINANCIAL LOSS AS A RESULT OF THE SALE,INSTALLATION,MAINTENANCE,USE,PEIWORMANCE,FAILURE OR DISRUPTION OF ITS PRODUCTS. To accept this quotation,sign here and return to EmW Date accepted-� �— M%down payment Paid by check A� THANK YOU FOR YOUR BUMESSI „+R,._,ps.V'trit',awa ,sa„ K �j� F'aa -'- •:,u °ss ,,e,�3 ,, � - +w,, 1Ya::Ca.en £ e rr cs r r t: ✓'7 t.. a� .si ,;r'S '4, "'? i7t° No �'+`C r. + ., :r r �'�r� a{ � i.�< '�vw at`��5'��' �,,,✓, k y Tf� .r r . � � =F „¢'�-re n "d `^4 FSrw.:,�,8 -,.�,"y..: x.< '�duaa�,,`.a.t' C4'p,y,�u ati'sY ;: -*W`!3t ,�'�:..rr� 5''€"a�r,: a� r�r . d'. ws� ' ,'` ' iarC � & a .....:.,,°Ash' ✓,"_ "}''-�, 5 t a 3.. ...' ,.,}3'a `>" '4i jo4t�py p''< r::5't vxs=;z� .r z`� E•r.:. t v"; "i;nsad' .,r 'y 5 ';rra, �£. `� !;4 s r„ > v °:f: t r $ t r: .��F a s xs�g�yDttr F m $?`° ^r,+ r , T .:ll ,<b�'t,�„+ t i” •.L�Yr m. -�. � d .. `-.;' a '�M ra s �`'ALF t f x ,. .�,✓*.:*� 'U� jm;,�k�,S` 5�.�'�t.<��i��, &f�u�� d',,. q .,g ,.,.�' x �,,' *��.4.r'i3-r+" 2�a± ,''``}'y'� ��. r i,��,,�' �� '4 sxrd��S,.ss ,,,fin �' - 3� £# lu«. T�a ,;n ',�,s�P&''�." 1`YrJr�#' •sh K�'?P' 4tr' �s � Yk''✓day. � '� :� i 5� ��r;.3 ..d�, r,s �a `ost+� �` s'�`'� �� « Pte? �` �`'^ � �! °' � ��`•w'`3 S'X�� ', #✓k,�*b°`� + 'rYs ..y �yf t �d, t - [� ei y�� 4��'�! �r��. ,��$d'.,+<!� F �� Y niw,v, ',;fix t a a g y n+ N i a ++ �° X .✓p a i R 4 �a� R r f r'r �� '� ✓ r. � y ON g ,� r r O CERTIFICATE OF LIABILITY INSU 05!25/2NCE DATE /25/2017/17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. _ _ _ _..-.. MPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the poiicy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to I the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). _ _._ eor�aci. PRODUCER FAX PHONE 305)698-8828 (305)698-8781 A&D Insurance Group,Corp. _AIC,x ) (305)698-8828_ _ ......... 5360 W. 12th Ave. ADQ�ss;__ adnsure@bellsouth.net _.....—- Hialeah,FL 33012 INSURER(S)AFFORDING COVERAGE "Co Phone (305)698-8828 Fax {305)698-8781 iNSuRERA: ASCENDANT COMMERCIAL INSURANCE INSURED , INSURERS: ..__.__..._._...--_---_-_-- _.._ ....-- -._ .__ .._ First Quality Electric Corp INSURERc_--.-_.._...._..............__.....__ - --- ..... ................._.. 5371 NW 174 Dr INSURER o INSURERE: ......_.__._..._........____._....._. FL 33055 �._....___ _.__._.. ........._.__... ......__.._.... ...----.......__. _. Miami Gardens _ INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLANS. INSR ADDLSUBR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE _—:INSR..WVD;. -._. POLICY_NUMBER_. {MM1ODtYYYY) {MMt0OtY1^+Yj .. _ — -- -- Q COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000.00 DAMAGE TO RENTED 1 000,000.00 ❑ CLAIMS-MADE © OCCUR PREMISES@nce) S _._ ❑ MED EXP{Any or e,person) s 5,000.00 A :❑ Y GL-514004-0 02/26/2017 02126f2018 PERSONAL&ADV INJURY . $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER' GENERAL AGGREGATE s 2,000,000.00 ........_ © POLICY ❑ JECT ❑ LOC PRODUCTS-COMP/OP AGG' S Z000,000.00 ❑ OTHER $ AUTOMOBILE LIABILITY { tE0M88 t BDf INGLE LIMIT S ❑ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED _.....__.__ ❑ AUTOS ❑ AUTOS ; BODILY INJURY{Per accident dent) $ NON-OWNED ; PROPERTY DAMAGE S ❑ HIRED AUTOS ❑ AUTOS {Per a... UMBRELLA I" i EACH OCCURRENCE S ❑ ❑OCCUR _❑ EXCESS LiAB — ❑CLAIMS-MADE AGGREGATE $ ........❑ DED ❑ RETENTIONS ... . __. .__.._ WORKERS COMPENSATION ❑PER 0TH _STA7ilTE__ ❑_ER AND EMPLOYERS LIABILITY YIN : ' ANY PROPRIETORIPARTNER/EXECUTNE E.L.EACH ACCIDENT S OFFICERtMEMBER EXCLUDED? N t A: —- (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE$ If yes,desviba under ' DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT. g ............................ ...........__.. _........ - ---- ........._......_ ...-. —...__....__ . __ _.--.._ I _........._ ....... ............................................... _....--- DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) C_ c4_2- _ -_..........-..............._....._._...-_ ------ -— -----._... ............---- __........ — CERTIFICATE HOLDERCANCELLATION SHOULD AN E ABOVE DESCRIBED P LILIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BUILDING DEPT THE EXPI TE THEREOF,NOTI(C LL BE DELIVERED IN 10050 NE 2 AVE ACCORD E W, H THE P CY4IRO ONS. d MIAMI SHORES,FL 33138 .__........__...._... __. .._. AUTHO D REP SE T O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01)OF The ACORD name and logo are registered marks of ACORD ® DATE(MM/DD/YYYY) AC40R O CERTIFICATE OF LIABILITY INSURANCE 05/26/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: AUTOMATIC DATA PROCESSING INSURANCE AGENCY, INC. PHONE FAX No: 1 ADP Boulevard E-MAIL Roseland, NJ 07068 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A: INSURED INSURER B: NorGUARD Insurance Company 31470 First Quality Electric Corp INSURER C 5371 NW 174th Drive INSURER D: Miami Gardens, FL 33055 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPEOFINSURANCE ADDLSUBR POLICYNUMBER MM/DDIYY CY F MMIDD/YY CY P LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 0 DAMAGE TO RNTED CLAIMS-MADE r_1OCCUR PREMISES ( aEoccurrence) ccuence) $ 0 MED EXP(Any one person) $ PERSONAL 8 ADV INJURY $ G_E_N'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 0 POLICY a PST a LOC PRODUCTS-COMP/OP AGG $ 0 OTHER: $ AUTOMOBILE LIABILITY COMBINEDSINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident L - $ UMBRELLALIAB OCCUR EACHOCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X STATUTE ER YIN ANYPROPRIETOR/PARTNERlEXECUTIVE E.L.EACH ACCIDENT $ 100,000 B OFFICER/MEMBEREXCLUDED? F NIA FIWC870445 05/05/2017 05/05/2018 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Exclusions: Antonio Acosta; CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2018103) The ACORD name and logo are registered marks of ACORD 18668451860 P.1 Dion Sena B I S C A YNE CA 1301 NE 104 St. Miami Shores, FL 133138 ell 4.00 Install underground Z-7ft* 500gal. LP Tank min.10' from side property line & 4 min.15'from rear property line. Install 22KW o Min.10' distance between LP M generator on tank and generator ignition V %77 new prefab pad source. min.18" from bldg. min.10' 110zr from side property line. Install min.36" Install -g5 1301 RECEI�E' shrubs to 150amp JUL screen ATS 0 generator from zAr rrca V-4 view. Install 200amp ATS FPL Meter Generator exhaust will be 5 PA(A4r DACIVS min.1 0' frorn all windows, Proposed elevation from top of prefab pad doors, vents for generator 8.86' ILL and openings 4- 10,11 2 J5 , 7G� to bldg. Flood Zone AE 8 '00 X�- :6• IVE 104 6r. 1 INXT,%*1 QI[Nn"L Baa.BSI O*W- BACK Or VVAX PIP. 0,1004 Coto. P406ft WIDOW Cr CCPAC- a"Camly POINT W seatim ".. am Ir OC616 SPOWIC Cato" V.0.0t W am. PPI66 940110t • U4 CB.. Wa"WIN 0MRILIL"M 6 4.6 CIM "a, • C-13 i C.A.am"M=100 so &Mfl*4 L •P T uAl C/L. Ce"MINK W& BtlAIC P.C.P. MUL a MIR sum"tw • CPID owl on=-00MMM OF IL. KUL I !rjMq.!tW NA I L Via. :E LM C12:1 S Dion Sena Job: 1301 NE 104 ST Miami Shores 33138 �h Date: 5/22/2017 ADVANCED EXCAVATING Install 600Gallonunderground LPGXtank 11$0 N.E. 23 RD PLACE Scope: and connect to 22KW Generator.total run Is 20'.Generator Is only appliance on Pompano Beach FL 33064 system. Tel. Tel. 561-602-5354 Detail Master lic.#23006 3/4 gal2014 Table 402.4(36) State Lic. 23069 vanize regulator 22 I /shut off valve KW o / �-riser Flex Hose / sediment trap ' /4" poly.pipe Ifeet of run 22KW Generac 3/4"poly pipe 600 Gallon underground LPGX connected to 22KW generator. this 1s the only appliance an system Generator 320,000 BTUs 1 •• ••• •• C ' 600 ion . .. . . . . ... . so Soo . ••• • ... . . .. Soo ... . . ... . or ot"��°Oao • •• •• • • ••• • •• •• DEBORAH il.HOD ••• • • MY COMMISSION#FF176428 �`OF FLOpo EXPIR-S:November 16,2018 t GAS PIP=IIIL9TALLAT M 7� . w0 wR�u�Prnparus TABLE ) hft Pmmfe 2.0 psi POLYETTHYLEME P4.AgM PME Prtteram Drop 1.0 psi 1.50 wrlma usE bWmm 2 palq swA=reguldar wd gtta prawn requiew PIPE SIZE fth) WatnlrutlOD `!y 31, t 1114 111 2 3 4 SDR 9 SDR 11 SDR 11 SDR 10 SDR 11 SDR 11 SDR 11 SDR 11 AdM ID 0.660 0.860 1.077 1.328 13M 1.943 2.864 3.682 Lamp(R) Ctpaeily M Thwurdft of Ou par Now 4 10 3,130 6,260 11,300 19,6x1 29,500 53,100 147,000 284,000 20 2,150 000 7,760 13,400 20,300 36,500 101,000 195,000 30 1.730 3,450 6,230 10,800 16,300 29,300 81,100, 157,000 40 1,480 2,960 5,330 9.240 14.000 25.100 69,400 134,100 50 1.310 2,620 4,730 8,190 12,400 22,200 61.500 119,000 60 1,190 2,370 4,280 7,420 11,200 20,100 55,700 108,000 70 1,090 2,180 3,940 6,830 10,300 18,500 51,300 99,100 80 1,010 2,030 3,670 6,350 9,590 17,200 47,700 92,200 90 952 1,910 3,440 5,960 9,000 16,200 44,700 86,500 100 899 1,800 3,250 5,630 8400 15,300 42,300 81,700 125 797 1,600 2,880 4,990 7,530 13,500 37,500 72,400 150 722 1,450 2,610 41520 6,830 12500 33,900 65,600 175 664 1,330 2,400 4,160 6,280 11,300 31,200 60,300 200 618 1,240 2,1311 3.870 5,840 10,500 29,000 56,100 250 548 1,100 1,980 3,430 5,180 9.300 25,700 49,800 300 496 994 1,790 3,110 4,690 8,430 23,300 45,100 350 457 914 1,650 2,860 4,320 7.760 21,500 41,500 400 425. 851 1,530 2,660 4,020 7,220 12,000 38.600 450 399 798 1,440 2.500 3,770 6,770 18,700 36,200 500 377 754 1,350 2,360 3,560 6.390 17,700 34,200 550 358 716 1,241? 2,240 3,380 6,070 16,800 32,500 600 341 683 1,230 2,140 3,220 5.790 16,000 31,000 650 327 654 1,180 2,040 3,090 5.550 15,400 29.700 700 314 628 1,130 1,960 2,970 5,330 14,700 28,500 750 302 605 1,090 1,890 2,860 5,140 14.2011 27,500 800 292 585 1.050 1,830 2,760 4,960 13.700 26,500 850 283 566 1,020 1,770 2,670 4,800 13,300 25,700 900 274 549 990 1.710 2,590 4,650 12,900 24,900 950 266 533 961 1.670 2,520 4.520 12,500 24,200 1,000 259 518 935 1,620 4450 4,400 12,201 �,S004 ..* 1.100 246 492 688 1.540 2,320 4.170 -000011.300 • 22-300 • 1,200 234 470 847 1,470 2,220 3,980 l I 000 0 '1160 •i• 1,300 225 450 811 1,410 2,12D 3,8 t0 'l0 0200 • 1,400 216 432 779 1,350 2.040 3.660 I ,100 • 15,600 • • 1.500 2(18 416 751 1,300 1,960 3,530 • •$160 380 • ••• 1,600 201 402 725 1,260 1.900 3,410 009%0030 00681200 • i•• 1,700 194 389 702 1.220 1,840 3,300 • .0030 .-674600 • •••• • 1,800 188 377 680 [,180 1,780 3,200 •••86850 17,100 • • 1,400 163 366 661 1,140 1,730 3,110 8 1 ' 2,010 178 356 643 1.110 1,680 3,020 8360 16,200 • ' For Sh 1 inch=25 A mm,I foo=304.8 mm,l pound pea square inch 6.895 kPa,l-inch water oohtmu=0.2488 kPa, •• • ••• • • • 1 British thermal unit per hour:0.2931 W,1 cubic foot per hour a 0.0283 ml&,1 degree=0.01745 rad. ••i Nab:All table entries have been rounded to three significant digits. FLMDA BURAM CODE--FUEL GAS,!fit EMM(2044) 4.37 4 W auger v#M S"hex ADVANCED EXCAVATIN dug In to the earth and secured with conorsh C2) stainiess dog 1140 N,E. 23 RD PLACE cimps to secure Pwi po10 Beach FL 33064 T61. 361-602-5334 Muster I!G 9 23006 Stat! Lac. 23069 Thio Installation will comply with IFPA 54,58 and all local and sdrto codes and regulatiom slss" d fabis to Tank N c t U r t o P t - 3 ! 9 1 b bo lomp la th,Cb v o 9 a t• .. . -"of-o I rtss+-oncc nacdcd .. .. .. . . . .. "At I', a c c h rated tj F!;Pt 500 gallon U.G. . ... ... took Soo.. . . . . . . go ► 1C/Qss ;f�cA�'iorl ... . . . ... . . l� tC r m;n cal by d i 1 Tcst Pro be- HS. . . . . . . . . . . .. .. .. TpP EIEBOEAHODGE ••• • • • ••• • • 1 f CC +MISSION#FF 176428 EY.PIE '3:November 16,2018 �ropne Tank Anchorage Installation Calculations for Flotation & Wind Stabilization Tank Approx. Nuinber Capacity (Gail) pproval/Engineer's Seal :.l 1 1990 2 1450 3 10000C � $� � 4 850 • ` 0 e•• No. 9 6 500 6 325Ct A �':►+°; +�l�� s 8 150 �Q aE?NAL 9 120 10 120 Tank Water Leegg Dia. Length Length I Surface Weight Buoyancy Number Capacity Spactn (in) (inches) (feet) AreaEm force (Gail (inches I (ft^2�) (I - (16J 2 1450 139.5 48 208 17.33 69.3.3 2658 t .: , , .2;.:.- . ._ _ 'ITY04 ..... uhf, .;�:i'1,��;�_, .�., .::t2. ,=:,.. .�,,,r;.,,?$y _ ,,,., ..�.:. ,]yy�iy.',;, •. •. . p •.•� WWW��•••• '",RRR. 850 86 41 165 •••' _ 13:75 j 46.98 'I�(i 78 • i0 30 119 9.92 24.79 X37 2936 •325 _ . .....,... _.. . ,.;.. 6 � _ ' • �� •�,�Y '�"-' •i' -. . - ..�I. IVV..: •ii 'r ..f•iL• Vi •• -t '! .. :•' { :' i 21. �i^ �i..• ] � .It."•' :t']I/!J!Yet..�t. FCC �).. .P.M.J . V-'•,.:',,.'): :.� ...•.• 8 150 ... . .,:.:•,•: . .. •: . ........ .. ..3:. .. .. i•: '•,-.e.• .._��'. . . ... :;i��r'. • 60 24 84 7.00 14.00 4• '• }: •.,- .� . 1317 , 10 120 - 54 30 11.25 •QG'0 The values repented hearse are for anchorage of mAmwgml Mini.Tt e gift Is due to the o water table pU81ft the b9ft up when the crater Maches the depth oO the tanks• Q, e Ungle S"ps'should be placed as ctese to 1-1/4" Strap or 110M, loading for strap and cable center of tank as o�lble 72" Cables conditions is(rased upon 3150 Ib. WoMng Load Capacity. WRMING.Always check for underground utilities before installing .. � Qessa.toepwp ww !A +SZ Auger Style One a Earth Anchors ffi a tl?iE OFA:+ 1-1/4"X.031 Galvan&W Steel,Class%Grade 1,4725 Tensile Strength. p G e• COW 7M 7 x 19 Galvanized Cable,5600 Ib. Breaking Strength, L 2 Anchors Required for Each Strap or Cable. FMu Wield Amit * i Buoyancy Aochorrageante Numberof Straps or Cables Required per Zone mber 90 m 100 110 120 130 140 150 15 170 - #cables #straps Anchor mph. mph. mph. mph. mph. mph. mph. mp . mph. Required Required Pull Out 1 0 0 0(2) 0(2) 0(2) 1(2) 1(2) 2 2 6 6 1546 lbs. 2 0 0 0 0(2) 0(2) 1(2) 1(2) 2 2 5 5 1577 lbs. S. 0 0 0 0 .1(2) 1(2) 1(2) 2 2 4 4 1359 lbs. 0 0 0 0 1 1(2) 1(2) 2I 2 3 3 1540 lbs. 5 0 0 0 0 1 1 1(2) 2 2 2 2 1359 lbs. 0 0 0 1 1 1 1 2 2 1 1 . 884 lbs. 7 0 0 0 1 1 1 1 1( ) 2 1 1 1359 lbs. 8 0 0 1 1 1 1 1 1( ) 1(2) 1 1 816 lbs. 0 0 1 1 1 1 1 1 1 1 1 •„ .• 65a Ms. 10 0 0 1 1 1 1 1 1 1 '••'1 •••1 ; 653 His. NOTIM *Engineering data lased on weight of a empty tank, •••••• .••. "''• . • fee*:* (2) -2 straps or cables recommended for stabilize ion on longer tan In high Mnde-...., o Eye or moble home anchors meat taus a minimum of 5/8"shaft • . . . ...... Class 2 Som require minimum of 30"anchor with(2)4"disc. Class 3 Solis ire minimum of 34"anchor with(1)6"disc. 04 fee . . . Gass 4A Solis require minirnuitl 48"arMWwith 1 6" Class 48 Soils require minimum of 60"anchor with(1)6"disc. j 3 TIE DOWN ENGINEERING 255 Villanova Drive SW Atlatita, GA 30336 WINW.fiedowrixottl (404) 344-0000 Faxr ',! Classification Ground anchors An designed for dfferent soft classifications: ImW models for soils, shorter models for harder soils. Prior to installing any ground anchor model,the soli must be tested(with a Soil Test Proim)In order to match approved ground anchor model with site sal c�rss. WARNM Before ground anchor installation, determine that the anchor I home will not be cbm to electrical cables,water tines or sewer arty underground piping. Failure to determine the location of cath may result in serious personal injury. i Son Test PIWN The Soil Test Probe is used to determine the soil conditions below the surface near the"r's helix.Using the Soil Test Probe will ensure maximum anchor holding strength by indicating the proper anchor model for each soil condition. Using the chart provided,a probe reading can be converted to the recommended anchor;for every soil condition. Ins�uc�ons 1. Place probe tip into ground where you Intend to place the anchor.Using a 15/16"hex socket with a ratchet or breaker bad rotate the probe in a clockwise direction.(An electric drive machine with an a"r head may also be used) 2. Drive(rotate)the torque probe into the soil until reaching a depth equal to the length of the anchor being Installed. 3. To determine the soil classification: • Place wrench adaptor onto torque wrench. • Ini hex portion of wrench adaptor onto the earth probe. • Support probe shaft with one harm,while rotating probe steadily with the wrench.(Do not exceed 600 in.lbs.) • Read the torque wrench while rotating probe clockwise, • Use the soil classification chart to cross reference probe reads.Color codes match those printed on Tie Down's torque probe. 4. If probe nesting rices not match the anchor for that depth,rotate probe to next anchor depth and check rung. Continue until reading on probe matches anchor length for depth of ruing. 5. To remove prole,use wrench or electric drive machine in reverse(counter clod ). Soil Test Value soil Class (in. lbs.) Description 00,Oe 600 in. Ibs. 1 N/A Sound hard rock. Torque Wrench 550 + Very dense and/or cemented sands,coarse gravel, cobbles, 5'Earth Probe preloaded slits, clays and coral. 351 to 550 Medium dense coarse sands Wrench Adaptor sandy gravels very stiff slits and clays. 4)•••• 276 to 350 Loose to medium dense sands, ••'•�O• • J firm to stiff clays and silts, •••••• • alluvial fill. O ' .. .... .... 175*to 275 Loose sands.firm clays and W.- •• " silts,alluvial fill. r .. . Below 175 in.lbs.,a professional engineer should be consulted • • • .... ' D a 1r r f • d ' ♦ . y � IfII •�� Iii NO a' Anchor Chart Soil Class`& Recommended TDE Part Number Test Values on.ws.) Anchor/Stabilizers Black/Galvanized 1 N/A 30"Cross Drive Rack Anchor 59110 591106 48"Cro i Dtive Rock Anchor 59111 59111 G a 30"X 5/8" rod/2-4" helix 59090 59078 • 30" X 3/4" rod/2-4" helix 59095 59079 60"X 3/4" rod/2-4" helix 59097 59097G Ail anchors above should use one of the following when subjected to lateral loads: 12" Stabilizer Plate 59292 59292G 550 lbs + Quik-Set Stabilization Plate 59291 59291 G - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - X-Plate Anchor with 2-23/32"Rods 59118 59119 48"X 5/8" rod/1 -6" helix 59080 59081 48"X 3/4" rod/1 -6" helix 59085 59094 36"X 3/4" rod/1 -6" helix&1 -4" helix 59250 5925OG { All anchors above should use one of the fOlowing when subjected to lateral loads: 351 to 550 lbs. 12" Stabilizer Plate 59292 59292G Quik-Set Stabilization Plate 59291 59291 G Deepset Anchor 30"X 3/4" rod/2-4" helix- - - - - - - 59091 59091 G - - 48"X 5/8" rod/1 -6" helix 59080 59081 48"X 3/4" rod/1 -6" helix 59085 59094 36"X 3/4" rod/1 -6" helix& 1 -4" helix 59250 5925OG 314"rad,42"long,2-4"helix,Class 4A 59128 59128G 3/4"rod,48"long,2-4"helix,Class 4A59086 590866 Ail anchors above should use one of the towing 276 to 350 lbs. when subjected to lateral loads: 12 Stabilizer Plate 9 9 592M••• 5929260 17-1/2" Stabilizer Plate(Florida 0 ) 0009 ••' :NA 6069 5 Quik-Set Stabilization Plate "59291 " [.I :' 00000 . 59291G: _ ABS Stabilization Plate(Florida On 9 9 9 9 5 NA • . '. Deepset Anchor 36"X3/4"rod/4" &6" h lix - - - e oe 9=.590929..9 5906W•- - 60"X 3/4" rod/1 7" helix •• '• � ••••••>11A 59099'. All anchors above should use one of the f lowing ' . 0 . . 900000 when sub """ jetted to lateral loads: • . . 9999.. 17-1/2" Stabilizer Plate " NA 59286 ' 175 to 275 lbs, �" ABS Stabilization Plate 59293 NA TIE DOWN ENGINEERING L Villanova Drive SWAtlanta, a ��03w ELECTRICAL REVIEW® MA V APPROVED DATE Dion Sene � �C\ 4 �� Job: 1301 NE 104 ST 'K®K® _ M✓ Miami Shores 33138 Date: 5/22/2017 ADVANCED EXCAVATING install 2 x 120 gallon above ground upright LPGX tanks)set 1140 N.E. 23 RD PLACE Scope: on concrete blocks secured to the wall with 3/8"coated cable and connect to new 221CW generator.New run will be Pompano Beach FL 33064. 10 feet. Tel. 561-602-5354 Detail Master lic.#23006 01 Table 402.4(36) State LIC. 23069 regulator 3j4"galvanized 22 ( Y low shut off valve N KW • • •� ••• • �riser �' P,' C-1000 • In A •.•••• eX0 TOse • �• F i Ca' •••••• •••• SedltrigflY�ap r ,� µ 0000• 0000 0000•• ..... .•..• .... 314" poly pipe ti • • • • 0000•• '10feet of run 4 "' 0000•• 0000•• • • • •• 0000•• • ••• • • •• 0000•• 0000 • • +�.� 0000 22KW Generac 314"poly pipe Generator u 2 x 12OG L.PGX above ground on.q. 320 's concrte blocks secured to wall with OaCi BTU 3/8"coated cable 20 r p�e� �c COW-DEBORAH S.HOI)GE my 0, MY COW-MISSION#FF176428 EXPIRES:November 16,2018 o_ N oTA AY: ►C1ri+h13j KI!,s prw6ona1 0 Wn ` OACl GAS PIPING INSTALLATIONS Gia Urdkftd Propane TABLE 402.4(36) MWA Pwesaur• 2.0 psi POLYETHYLENE PLAN PIPE Pracum Drop 1,0 psi Specift Qrevk 1.50 IN TENDED Uig An akft beiwesn 2 pW9 emvlco mWAatut and On pressure rerletot. PIPE S12E ice+) NomhtalOD '! 'l, 1 11/, 1'/2 2 3 4 Deswwftn SDR 9 SDR I 1 SDR 11 SDR 10 SDR 11 SDR 11 SDR 11 SDR 1 l PAW ID 0.660 0.860 1.077 1.328 1.554 1.943 2.864 3.682 Length(ft) Capsaft 9n Thouswtft of Btu per Horn 10 3,130 6,260 11,300 19,600 291500 53,100 147,000 284,000 20 2,150 4,300 7,760 13,400 20,300 36,500 101,01 195,000 30 1,730 3,450 6,230 10,800 16,300 29,300 81,100 , 157,000 40 1,480 2,960 5,330 9.240 14,000 25,100 69,400 134,100 50 1,310 2,620 4,730 8,190 12,400 22,200 61,500 119,000 60 1,190 2,370 4,280 1,420 11,200 20,100 55,700 108,000 70 1,090 2,180 3,940 6,830 10,300 18,500 51,300 99,100 80 1,010 2,030 3,670 6,350 9,500 17,200 47,700 92,200 90 952 1,910 3,440 5,960 9,000 16,200 44,700 86,500 100 899 1,800 3,250 5,630 8,300 15,300 42,300 81,700 125 797 1,600 2,880 4,990 7,530 13,500 37,500 72,400 150 722 1,450 2,610 4,520 6,830 12,300 33,900 65,600 175 664 1,330 2,400 4,160 6,280 11,300 31,200 60,300 200 618 1,240 2,230 3,870 51840 101500 29,000 56,100 250 548 11100 1,980 3,430 5,180 9,300 25,700 49,800 300 496 994 1,790 3,110 4,M 8,430 23,300 45,100 350 457 914 1,650 2,860 4,320 7,760 21,500 41,500 400 425. 851 1,530 2,660 7,220 12,000 38,600 450 399 798 1 1440 3,770 6,770 18,700 36,200 500 377 i, 3,560 6,390 17,700 34,200 550 34 716 31380 6,070 16,800 32,500 600 34 683 3,220 5,790 16,000 31,000 650 32 654 s:' 1;18" 2040 5,550 15,400 29,700 700 314 628 1,960 2,970 5,330 14,700 28,500 750 302 1,090 1,890 2,860 5,140 14,200 27,500 800 292 585 1,050 1,830 2,760 4,960 13,700 26,500 850 283 566 1,020 1,770 2,670 4,800 13,300 25,700 900 274 549 990 I.710 2,590 4,650 12,900 24,900 950 266 533 %1 1,670 2,520 4,520 12,500 24,200 1,000 259 518 935 1,620 2,450 4,400 12,200 23,500 1,100 246 492 888 1,540 2,320 4,170 11,560 22,300 1,200 234 470 847 1,470 2,220 3,980 11,000 21,300 1,300 225 450 811 1,410 2,120 3,810 10,600 20,400 1,400 216 432 779 1,350 2,040 3,660 10,100 19,600 1,500 208 416 751 1,300 11960 3,530 9,760 18,900 1,600 201 402 725 1,260 1,900 3,410 9,430 18,200 1,700 194 389 702 low•• • LWO 3,12 9,130 17,600 1,800 188 377 680 •1,180 • ,7 VW 8,850 17,100 I,900 183 366 661 1 190 • 7 • • 3,Ap 8,590 16,600 44 2,000 178 356 643 1,110 ,680 • tTLO 8,360 16,200 For SI:1 inch=25.4 mm,1 foot=304.8 mm,l pound per square inch=6.895 kPa,I-inch water column 0.2488 kPa, 1 British thermal unit per hoar=0.2931 W,1 cubic foot per hour=0.8288 • •m1fi,1 dewee=0,01745 rad. • • • Nobe:All table entries have been rounded to three significant digits. •• • • • • •• • • • • • • • • • • • • • •• • • ••• • • ••• ••• • FLORIDA BUILDING CODE--FUEL GAS,Sth EDITION(21114) •�• � i i i •i• i 0 4.37 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 4 1866845186© p.1 Dion Sena _ a ! e C A Y IV E CA1V'A'L -- 1301 NE 104 St. Miami Shores, FL 33138 J�oF6'b1G l+z''ear� =r�8/tY.PdLL ' o • B�G7G1C �: ego J.r' ' 8GOGX i 25'ST,2,p Install 22KW p' Install 2-12Ogals. a •o�- a� ,r-14 in ;, generator on aboveground LP tanks t% ' new prefab pad on 4" solid concrete �• �,d,• "?j min.18"from blocks anchored to wall bldg. min.5' .* r 3/8" coated cable with from side 7` eyelets lagged. property line. Install min.36" 0Install Min.10' distance between LP _ shrubs to � 15Oamp tanks and generator ignition screen ATS source. i�•�o- generator from res n, r�cra /a./s. Install 20Oamp ATS qh q6 � view. J.�.ao• 4 ' 4, � FPL o 1 �r Meter Generator cv O exhaust will be t A :5PW.44r DRIVE min.1O from all windows, `, � Proposed elevation Proposed doors, vents from top of prefab pad 75• elevation from X51 and openings for generator 8.86' top of concrete to bldg. *,�� Flood Zone AE 8 ' blocks for LP s % � tanks 8.88' H � • Mra - AI1BRLtSLIATIONi1� w OBI;.TA OF SAL B.S.. P:WC TRIMS' �• NAIL A OI OS Pie. POINT CP INTBRma4c" AM MIL t•= P LINO so M.GAL- '�• P6hN1' Fiv. F*" IRAN PIPE �. OFFICIAL RECORDS P.O.*.-POINT OF BER3m" SPG BR.. 86ARMffi me.. am aDW FM P� IROq ROD !lOOR P.O.C..POINT W 0044 t"bMi3 8C6O•SIiOM DOOM OCPAC- OAOB CMWT PUBLIC'M ••• �!„• CPP86T TIE •• PP• POMM Pow. T. ENSINMRIING CBPT. IwQBSB • • ObLe • • PRC. PO Nf OP R6Ll�B U.6 C. QUACAUX ASIi 0.6.. DRILL& 6AOD�ittaT FA. FIRS • p�L�• I • • OHT;iiS U.G Ce. CACI BASIN O.N.. GRILL N5L8 Hist. 44 NB� •• I�' ! • • AIfA. RV= C4.. O AO LO.. VO Os PIH�B tt3l. if Ci ie�T • A.C,' iCl Jit S CO C.JO•CABLE Aima ICN BDII OL. 6f.6VATICN 1�� • ..�C' CIL- C04110R INt3 DO. IB`BMIC U TM y, ISO P P.T.• POINT OP TNBIEAICT CO CN. Off NAIL B ilf. OLWAIC IHI904M6 IMI. NMUCLE P8.• PAIgg PAD.* fYll pQi.r Cpidl>'rT! E/P. RIM OF PAMIDIEW COINON NAIL WN- PARMA KAL&i NAIL RBS.. RS>SIOSDB IIX • ••• Mlrt• WWW 49. & • W. COa.-NT V SAM ACID ZOPM °W • • qy BIATBR VALiB R'i$OJi, • PLS 1/73 I>BP O0R" OR 0 o 00 wank ••• • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 18668461860 p.1 8l5CA YALE CANAL777 -- / �D.lo�,Co2QG 2Gri{C SE�CY,/OGL SP,C. GGT - [3GC?GK I b /g.�a• 4' �5'ST2lP ' ��st nor i x d' � p c 3.0 3' � t3tZ1 cK « �`�. ''•• ' 4 � � . 7.r/•I tit3 U J / 5TY G55 - .265 ►/30! � acRr � lo.la" 54.65' 4 t cvi12 Lt. 15.40' �} /5•�tO' Sao G AS P9447' JR1VG- iNy vi l � 1p N 75' /e 3Gl.POiy ' 4' n� �Q; •4W / 25. 00' N E 104 .5r 54'!2/YV'- t g'Fszr/6MEIVT •r ••• • • • • • •• UM A AT'lCIVS3 • •• • • • • ••• • DELTA CR CFN!RAI. E.T.. g~lp • • Pie• B.Ii.. BEW 5i1PoG ANXE Pp N.t1.. I L• • P/L= �PRQPERfY LINE INTOF INTERSECTION 6R.9ON. SACK CP tYfY,1C a. PE>tA�r FIA. FDLBD INC R PIPE CRS. OWtCIAL FICOFM P.O.S.► POINT OF Mumma SPC lie.= flEAomRIM D.B.- DADE SDDK FM FOUND IRC" ROD 80pq P.O.C.• POtNC CF COAw4mNQ KED. 8 OD<M1 DCPYIO. DUDE oDLN7Y PUBLIC'vam DEPT. M. FgM �5�. TIE PP' PONOt PC" . T. C■ CALCULATED � D.E.. DRAlFIM+E EASEI.FJV1' FD. FOUND 1p j/� i'-'i••c •• •-• PRO. POINT OF F UA CO. CAiCrt BAS IN D.N.. DRILL ICLE �W+r •CN LF U.G OH.. OhDRD 6.F.. CD OF FENCE a` Ori FIErER• • P.S.. PLAT•B=• i i x"' P�4NQRF tole lOIJC!'IFFCAArf*4 P(L.•PRIM CF AreftT$F C.JS• CABLE JUNCTION SDN 9L- MRVATICIN FLLMIk.E• P4C.P& P.Y.• POINT TAI�RiOCY � CSL• COWTMINE Bi. LLBMIC IIUM U. potm FWY.. RA!?IOS cm CN. CUT NAIL E M•1• ELECTRIC Frq OME We }i{I�� FKi.• PAGE: PAR. WI F CQUC. CONCWM ElP. EDGE OF PA 434 Md N.. COs�0`CN NAIL P169- PARMR KAJ6CN NAIL R"' REMOM vim ••• • • • ••� ��}�_.}�•��T� • R$F. CDR..SET }' FRis1 AM CAPPED , • • •��l'��;,•BIWtLWE t4SER "PLS T!TJ REF COR' • -0-6; • a • •• •• ••• • • • ••• • • U.S.,DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. 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: Dion Sena A2. Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 1301 NE 104 Street City State ZIP Code Miami Shores Florida 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Parcel ID: 11-2232-030-0040 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential A5. Latitude/Longitude: Lat.25.8711°N Long.-80.1707°W Horizontal Datum: ❑ 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) 2723.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 3 c) Total net area of flood openings in A8.b 216.00 sq in d) Engineered flood openings? ❑Yes 9 No A9. For a building with an attached garage: a) Square footage of attached garage 750.00 sq ft b) Number 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 0.00 sq in d) Engineered flood openings? ❑Yes [0 No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES: 120652 MIAMI-DADE COUNTY Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086C: 0306 L 09-11-2009 09-11-2009 AE 8 .. . . . . s. B10. Indicate the source of the Base Flood Elevation(BFE)data or bashood gipthentere;414439:. . . . ... ❑ FIS Profile Z FIRM E] Community Determined ElOther/Souercei.: *.: '.• ; . .,• 611. Indicate elevation datum used for BFE in Item 69: Z NGVD 192$ )J.NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(EBRS)®rea od OYhw*ise•Protl�, Jd Area(OPA)? E]Yes 0 No seesee as* 0 Designation Date: ❑ CBRS ❑ OPA ... . . . . ... . . . ... FEMA Form 086-0-33(7/15) Replaces all previoy$pdaibris.: :e e .:a :.� .: Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 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: 1301 NE 104 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: ❑ Construction Drawings* ❑ Building Under Construction* X Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,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: MDCBM:B26-RA; Elev: 17.23' Vertical Datum:NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. Z NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace, or enclosure floor) 6.28 feet ❑ meters b) Top of the next higher floor 8.58 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑ feet ❑meters d) Attached garage(top of slab) 8.17 [g feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7,78 [g feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 6.78 [g feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 8.63 [g feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A ❑ feet ❑ 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. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑Check here if attachments. Certifier's Name License Number Andrew Snyder, P.S.M. LS5639 Digitally signed Title by Andrew Surveyor&Mapper , . Snyder,P.S.M. y�" ; , ,:c-Andrew umse -' Company Name S der,P.S.M., Landtec Surveying, Inc. m.,.a ;' �a�dtech urveying,ou, Address — = all=asnyder@ 600 Fairway Drive#101 msn.cornc=US City State ZIP Code 16t3e:2o17.o5.00s Deerfield Beach Florida 33441 Signat Date Telephone Ext. ��.' •l 05-08-20175Q1) 6y7=358.7 : .•• Copy all pages of this Elevation Certificate and all attachments for(1)community oftiaj(Z)iQsiraqw.agent company,and(3)building owner. •• •.• •• Comments(including type of equipment and location, per C2(e), if applicable) Section C2 E-A/C unit PROPOSED LOCATION OF GENERATOR ON EASTSIDE OF HOME\;n?g tLEW$5%s• .'. .0. PROPOSED LOCATION OF LP TANK ON EASTSIDE OF HOME WIT Fi EL4 :8.51 : 0. . •.. ; EQUPMENT USED TOPCON 000 • . •.• ..: '.' CROWN OF ROAD ELEV: 7.02' Latitude and Longitude derived from Google Earth. •;• FEMA Form 086-0-33(7/15) Replaces all previopi�edions� :�: �� 0.'.� Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 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: 1301 NE 104 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, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. 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 ❑ 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 FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Florida Signature Date Telephone Comments .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ... . . ... ... . ••• • ••• • ❑Check here if attachments. Replaces all previous editions: : : :.'.; Form Page 3 of 6 FEMA Form 086-0-33(7/15) ... : � ••� • OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 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: 1301 NE 104 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 the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ 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 ❑ 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. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) ❑feet ❑ meters Datum of the building: 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 Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) .. ... • . . . . .• • .. . . . . ... . .. .•. .. . . . .. . . . . . . . . . . ... . . ... •.. . ••• • • ... . . ❑ Check here if attachments. • • • • • • • Form Page 4 of 6 FEMA Form 086-0-33(7/15) Replaces all previous eo�tions. • . .. .. ' BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 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: 1301 NE 104 Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 If using the Elevation Certificate 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, 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. If submitting more photographs than will fit on this page, use the Continuation Page. _ r Photo One Photo One Caption Front view Clear Photo One o ti g ' wr .. • • • i i R �.q ? �F r Photo Two WVV Photo Two Caption Rear view • • • • '•• • • Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous eaiti&4 ; ; ;••• Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 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: 1301 NE 104 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 additional 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, w w Photo Three Photo Three Caption Clear Photo Three Photo Four Photo Four Caption � • • • . •:• Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all prevaj editiovis. : : : ;,••; Form Page 6 of 6 • 0 • ••♦ y • 0710112D15-10:11am Dan!sIG V:\ProlectsX-20144WSN00 Wbid Chartat 14-000 Series AC Urft(Currant). STH ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 WIND LOAD DESIGN PRESSURES FOR MECHANICAL EQUIPMENT (HVHZ ONLY) 1 GROUND-MOUNTED APPUCATIONS EXPOSURE-r EXPOSURE•D NON-COAST WIND LO C ITY = 175 MPR UNIT SIZE UNIT SIZE WIND LOAD DESIGN PRESSURES Kd® NITS MOUNTING MOUNTING HEIGHT WIDTH/ HEIGHT SQU HEIGHTWIDTH/ HEIGHT SQUARE Ham' ROUND Kd m 05 AL &OCTAGONAL SHAPED UMTS DIAMETER DIAMETER OCTAGONAL GROUND 24-WIN 24-60 41PSF GROUND >3 WIN 24-601N SOPSF 42 PSF 21PSF It ` IN ROO OUNTED APPLICATIONS 1. DESIGN t5 s G FLORIDA BUILDING CODE(FBc)FIFTH EDITION!! (2014)USING ASCE 1-1 OTHER STRUCTURES-TANKS"CALCULATION OF A E)OPOSURE'C N83-COAST EXPOSURE-D COAST 3-SECOND GUST(WIND VELOCITY)PER ASCE SECTION 29.4,29.5,OR FBC SOCTION UNIT SIZE WIND LOAD DESIGN PRESSURES UNIT SIZE WIND LOAD DESIGN PRESSURES 1620.6 FOR A CATEGORY II(GENERAL RESIDENTIAL&COMMERCIAL MOUNTING MOUNTING CONSTRUCTION)INSTALLATION. THESE TABLES NOT FOR USE WITH ESSENTIAL HEIGHT WIDTH/ HEIGHT SQUARE ROUND,HEX/ HEIGHT WIDTH/ ROUND,HEX/ FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt-11.0 FPR DIAMETER OCTAGONAL DIAMETER OCTAGONAL FLAT TERRAIN USE ONLY. TABLES USE'ASD'DESIGN METHOD. LATERAL 119 PSF 125 PSF LATERAL 143 PSF 151 PSF 2. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST 51 TRL47URE. IS FT <W IN <60 IN 15 FT <60 IN <601N 3. TABLES ARE INTENDED TO DEPICT THE WORST WE DESIGN PMMURL. UPLIFT 58 PSF 61 PSF 69 PSF 73 PSF WORST CASE IS DEFINED AS THE CRiTtCAI1DMON OF ANY UNKNOWN 20 FT <60IN <60 IN hRAI 125 PSF 131 PSF 20 FT <60 IN 155 PSF VARIABLE AS DESCRIBED HEREIN.USE OF CRITICAL CONDITIONS REQUIRED FOR UPLIFT 61 PSF 64 PSF 76 PSF USE WITH THESE TABLES.DEVIATIONS REQW SITE SPECIFIC EVALUATION. LATERAL 134 PSF 141 PSF 166 PSF 4. USE OF THIS DRAWING ASSUMES THE NG CRITERIA: 30 FY <60 IN <60 RN UPLtfT 55 p% 69 PSF 30 FT <601N 81 PSF . PERMANENT ATTACHMENT TO THE EXISTING STRUCTURE(ATTACHMENT - METHOD AND INTEGRITY OF HOST STRUCTURE CERTIFIED BY OTHERS) LATERAILl 141 PSF 149 PSF 173 PSF . THE UNIT IS NOT LOCATED IN A REGION SUSCEPTIBLE TO CHANNELING r 40 FT <601N <W IN UPLIFT 68 PSF 72 PSF 40 FT <60 IN 84 PSF EFFECTS OR BUFFETING IN THE WAKE OF UPWIND OBSTRUCTIONS. • LATERAL 147 PSF 155 PSF to 170 PSF 179 PSF S. IT IS THE INSTALLERS RESPONSIBILITY TO ENSURE THAT THE MOUNTING • • SOFT •<6D&% <60 IN 71 PSF 75 PSF 50 FT <601N <60 IN UPLIFT 83 PSF 87 PSF METHOD MENS OR EXCEEDS THE REQUIREMENTS OF THE AFOREMENTIONED - BUILDING CODE WHICH SMALL BE PROVIDED PER SEPARATE CERTIFICATION. �p Tt3t1111 152 PSF 161 PSF TER{ 175 PSF 185 PSF 6. ALWAYS ROUND DOWN UNIT WIDTH/DEPTH DJMtJONS AND/OR ROUND UP • ••-•F7 •.6U <601N UPLIFT 74 PSF 78 PSF 60 FT <60 IN <60 IN UPLMT P PSF UNIT HEIGHT DIMENSION TO THE WORST-CASE TABLE VALUE C?R TO A • • 70 FT <B0 IN <60 two 157 PSF 166 PSF 70 FT <601N <60 IN LATERAL 179 PSF 189 PSF C7. USE ANY ONSERVATIVE ASSUMMON. PROVIDED_ATTACHMENT • SPT 76 PSF 80 PSF UPLIFT 87 PSF 92 PSF CERTIFICATION II.SBIAPPROVED FOR THAT CONFIGURATION.WHEN CONSIDERING • lATiRAI 161 PSF LATERAL 183 PSF 193 PSF MULTIPLE SIZES, E-MINIMUM UNIT DEPTH/WIDTH ALONG WITH MAXIMUM •• :*SOFT < I14• <60 MI• 4 IID FT <60 IN <601N UPLIFT 89 PSF g4 P$ UNIT HE s 1RE�DESIGN PRESSURE FROM THESE TABLES. •• • IUPLIFT 187 PSF 197 PSF 8.RFAta f, y OR GROUND-MOLINTED APPLICATIONS, �0 FT <�1� <60 FT <601N <601N PRESSL/R " tT1IAL WINDWARD FACES IN ANY DIRECTION: • UPLIF7 UPLIFT 91 PSF 96 P FOR R ACT AS SPECIFIED IN TABLE). RAL _ ' LATERAL 190 PSF 201 PSF 9. FOR THE LOCAL MUNICIPALITY IN ACCORDANCE • • 100 FT <�MN <60yt� E�1¢f 1 100 FT <60 IN <601N UPLIFT 92 PSF 97 PSF WITH 11 AJL—•GENERAL:i1QOTi�S: .••••• SQUARE URIr;T IiNO • ••Is•TTIESE NOT v:uia WpouE-SPECIFIC DRAWING OR FOR ANY SITE-SPECIFIC ADDRESS. 2. THESE T�� ON,VA1P1D WITH ORIGINAL SIGNATURE&RAISED SEAL BY FRANK L.BENPWRDO,P.E. 3.THIS SPEOIW ms IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED.USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, Y, y W W EXPOSURE,AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. Ye NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 4.THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION OR ANY CERTIFICATION OF THE AC UNIT. REFER TO ANY j ,y SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN&INSTAWTION INFORMATION AND APPLICABILITY OF THESE TABU:VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL W W CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND �Y .V ,6. INVALIDATE OUR CERTIFICATION. °V A7TACmr90vT Of UNti aPm S.ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR,eL al.INDEMNIFIES IIITEC�IPI*MOST &SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGA.FEES&APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,SYSTEM ''' 'd 'i INTEGRITY O CMOST ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PLAN. W W -V ry �.OTHERS- ® DR"� 5TH ED. FLORIDA BUILDING CODE W� 2114FB TSB W,Dn (2014) ASCE 7-10,CHAPTER 29 c—p,.A>B ,m: rp DESIGN LOADS FOR OTHER STRUCTURES 160 SW 12th AVENUE, SUITE 106 mz -+ F MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 �+ r i DODODrertsne PROPERTY Cf BiGNEERNG OWRM PM P:(954)354 X60 F:(954)394-0443 / SEW.NOT BE MPRMUCED N WNGLE OR PART WM09 WWTM CERT OF AlfrW XWft OTHRWMWSTOTHEWVs NT�mm miPu rc ami ASCE ® ® E:HELLO@BdGINffR[ .COMRNAIIDATEOURCET'WCATiCd. ENGIN EERINGEXPRESS.COM r� rn GENERAC8 Smart Switches Service and non-Service rated Smart SwitcheS Automatic Transfer Switches with Digital Power Management Technology 100 - 400 Amps, Single Phase 51 j 3 Yy Y f �d 5 . h' oef ` C us LISTED "CUL only applies to non-service rated switches DESCRIPTION Generac Smart Switches are designed for use with single phase generators that utilize an Evolution TM Controller. The 100, 200, and 400 amp open transition switches are available in single phase in both service equipment rated and non-service equipment rated configurations.The 150 and 300 amp open transition switches are only available in a service rated equipment configuration. STANDARD FEATURES 100-200 amp Generac Smart Switches are housed in an aluminum NEMA/UL Type 313 enclosure*,with electrostatically applied and baked powder paint.The Heavy Duty Generac Contactor is a UL recognized device, designed for years of service. The controller at the generator handles all the timing, sensing, exercising functions,and transfer commands. * 300&400 amp switches are housed in a steel enclosure. sell ,,, . , , . . we DPM TECHNOLOGY '•: : : • • • • sees . . :.: • Through the use of Digital Power Management technology (DP", e2t oof theses Jtc1esh"t1`le capability to truly manage two air conditioning loads with no additional hardware.When used in tandem with the Power Management Module (PMM) starter kit, individual PMMs can be use to intelligently manage up to fouCmopadditional loads indivjdually. • e , . GENERAC® 'ZIMEMM 100-400 Amps, Single Phase Smart Switches Functions All Timing and sensing functions originate in the generator controller Utilityvoltage drop-out......................................................................................................................................................................................................................<60% Timer to generator start..................................................................................................10 second factory set,adjustable between 2-1500 seconds by a qualified dealer" Enginewarm up delay.................................................................................................................................................................................................................5 seconds Standbyvoltage sensor..................................................................................................................................................................................................60%for 5 seconds Utilityvoltage pickup.........................................................................................................................................................................................................................>80% Re-transfer time delay...............................................................................................................................................................................................................15 seconds Enginecool-down timer............................................................................................................................................................................................................60 seconds Exerciser..............................................................................................................................................................................................................12 minutes every 7 days The transfer switch can be operated manually without power applied. "When used in conjunction with units utilizing Evolution-controls Specifications Model RTSR100A3 RTSY100A3 RTSY150A3 RTSR200A3 RTSY200A3 RTSY300A3 RTSR400A3 RTSY400A3 Amps 100 100 150 200 200 300 400 400 Voltage 120/240,1 a 120/240,1 e 120/240,110 1201240,110 120/240,1 o 120/240,1 B 120/240,1 o 120/240,i B Load Transition Type Open Transition Open Transition Open Transition Open Transition Open Transition Open Transition Open Transition Open Transition (Automatic) Service Rated Service Rated Service Rated Service Rated Service Rated Enclosure Type NEMA/UL 3R NEMA/UL 313 NEMA/UL 311 NEMA/UL 3R NEMANL 3R NEMA/UL 3R NEMA/UL 3R NEMA/UL 3R UL Rating UL/CUL UL UL UL/CUL UL UL UL/CUL UL Withstand Rating (Amps) 10,000 10,000 22,000 10,000 22,000 22,000 22,000 22,000 Lug Range 2/0-#14 400 MGM-#4 600 MGM-#4 or 2-250 MGM Dimensions --W,-- f Model RTSR100A3 RTSY100A3 RTSY150A3 RTSR20OA3 RTSY200A3 RTSY300A3 RTSR40OA3 RTSY400A3 I '. 5 I H1 17.24/437.9 17.24/437.9 26.75/679.4 17.24/437.9 26.75/679.4 42.91/1089.9 31.25/793.8 42.91/1089.9 Height (inJmm) DEPTH— "'_—W:-- H2 20/508 20/508 30/762 20/508 30/762 48/1219.2 36/914.4 48/1219.2 -W1 W1 12.5/317.5 12.5/317.5 10.5/266.7 12.5/317.5 10.5/266.7 16.69/423.9 19.18/487.2 16.69/423.9 --, Width (in/mm) W2 14.6/370.8 14.6/370.8 13.5/342.9 14.6/370.8 13.5/342.9 21.82/554.2 24/609.6 21.82/554.2 Depth(inJmm) 7.09/180.1 7.09/180.1 6.3/160.1 7.09/180.1 6.3/160.1 10.06/255.5 10.06/255.5 10.06/255.5 H2 Ht • Weight(lbsAilos) 20/9.07 22.5/10.21 39/17.69 20/9.07 39/17.69 149163.5 14601% 10/6:'5 • •• i • • • • • • • ••• •i'CPTH- i--.__W2 •• •• • • • •• • ••• • • ••• • • • ••• ••• ••• GENERAC@ Generac Power Systems,Inc. •S45 W29290 HWY 59, Waukesha,WI 53189• generac.com ©2013 Genmc Power Systems,Inc.An dft W+rvel,All specifications are subject to change without notice.Bulletin 0198240SOY--B Printed in U.S.A.02/12/13 • • • ••• • • • • • • • • ••• �• •• i i i ••••• • • •00 0 0 GENERACII) 16/20/22 W GUARDIAN® SERIES Residential Standby Generators Air-Cooled Gas Engine INCLUDES: • True Power'"" Electrical Technology Standby Power Rating • Two Line LCD Multilingual Digital Models G0070'6-0, G007037-0(Alt.tminuin- Bisgt.:e)- 16 kW 6)0 Ply. Evolution'" Controller (English/Spanish/ Model GOO 71036-0(Aluminurn-BisgLje)- 16 kW,',(.,Hz� French/Portuguese) Models G007039-0. GQ07033-0(Alun-iint.im-Bisque)-20 I;Uv 00 i i • Two Transfer Switch Options Available: Models G007043-0. G007042-0(Altamirzutn-Bisque) -22 kW 60 f-Ix 100 Amp, 16 Circuit Switch or { 200 Amp Service Rated Smart Switch. " See Page 4 for Details. • Electronic Governor • System Status&Maintenance Interval LED Indicators �� _ �� ' NERAC" , • Sound Attenuated Enclosure MR • Flexible Fuel Line Connector • Direct-To-Dirt Composite Mounting Pad • Natural Gas or LP Gas Operation c®Bs (:)u1L sT USTED • 5 Year Limited WarrantyCUL Note:CUL certification only applies to unbundled units and units packaged with limited circuit switches.Units packaged with the Smart Switch are UL certified in • Capability to be installed within 18" (457 mm) the USA only. of a building* *Only if located away from doors,windows and fresh air intakes, and unless otherwise directed by local codes. FEATURES • INNOVATIVE ENGINE DESIGN A RIGOROUS TESTING are at the heart of Generac's O SOLID-STATE,FREQUENCY COMPENSATED VOLTAGE REGULATION, success in providing the most reliable generators possible.Generac's G-Force engine This state-of-the-art power maximizing regulation system is standard on lineup offers added peace of mind and reliability for when you need it the most.The all Generac models.It provides optimized FAST RESPONSE to changing G-Force series engines are purpose built and designed to handle the rigors of load conditions and MAXIMUM MOTOR STARTING CAPABILITY by extended run times in high temperatures and extreme operating conditions. electronically torque-matching the surge loads to the engine. Digital voltage regulation at±1%. • TRUE POWER'" ELECTRICAL TECHNOLOGY: Superior harmonics and sine wave C-) SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer form produce less than 5%Total Harmonic Distortion for utility quality power.This allows network provides parts and service know-how for the entire unit,from the confident operation of sensitive electronic equipment and micro-chip based appliances, engine to the smallest electronic component. such as variable speed HVAC systems. © TEST CRITERIA: s• 00*00 GENERAL TRANSFER SWITCHES: Long life and reliability are v' PROTOTYPE TESTED v NEMA MG1-22 EVALUATION ; • &ngp%pus9wIIh GE V3 RAC POWER SYSTEMS. One reason for this SYSTEM TORSIONAL TESTED .' MOTOR STARTING ABILft •• ••:onfldeme is At tqe GENERAC product line includes its own transfer •. •• ••cysts msanS ftols It total system compatibility. • ••• • Lu ®GENERAL • ' • •• PROMISE ' �G@'area°°ems �4ynP� •aun�mm,•sa uw7aomesnc�•a ax�•on ohm. ••• • • • • ••• • 0 GENERAL 16/20/22 kW features and benefits Engine • Generac G-Force design Maximizesengine"breathing"for increased fuel efficiency.Plateau honed cylinder walls and plasma moly rings helpsthe engine run cooler,reducing oil consumption resulting in longer engine life. • "Spiny-lok"cast iron cylinder walls Rigid construction and added durability provide long engine life. • Electronic ignition/spark advance These features combine to assure smooth,quick starting every time. • Full pressure lubrication system Pressurized lubrication to all vital bearings means better performance,less maintenance and longer engine life.Now featur- ing up to a 2 year/200 hour oil change interval. • Low oil pressure shutdown system Shutdown protection prevents catastrophic engine damage due to low oil. • High temperature shutdown Prevents damage due to overheating. Generator • Revolving field Allows for a smaller,light weight unit that operates 25%more efficiently than a revolving armature generator. • Skewed stator Produces a smooth output waveform for compatibility with electronic equipment. • Displaced phase excitation Maximizes motor starting capability. • Automatic voltage regulation Regulates the output voltage to±1%prevents damaging voltage spikes. • UL 2200 listed For your safety. Transfer Switch(if applicable) • Fully automatic Transfers your vital electrical loads to the energized source of power. • NEMA 3R Can be installed inside or outside for maximum flexibility. • Remote mounting Mounts near your existing distribution panel for simple,low-cost installation. iEvolution" Controls • Auto/Manual/Off illuminated buttons Selects the operating mode and provides easy,at-a-glance status indication in any condition. • Two-line LCD multilingual display Provides homeowners easily visible logs of history,maintenance and events up to 50 occurrences. • Sealed,raised buttons Smooth,weather-resistant user interface for programming and operations. • Utility voltage sensing Constantly monitors utility voltage,setpoints 65%dropout,80%pick-up,of standard voltage. • Generator voltage sensing Constantly monitors generator voltage to ensure the cleanest power delivered to the home. • Utility interrupt delay Prevents nuisance start-ups of the engine,adjustable 2-1500 seconds from the factory default setting of 5 seconds by a qualified dealer. • Engine warm-up Ensures engine is ready to assume the load,setpoint approximately 5 seconds. • Engine cool-down Allows engine to cool prior to shutdown,setpoint approximately 1 minute. • Programmable exercise Operates engine to prevent oil seal drying and damage between power outages by running the generator for 5 minutes every other week.Also offers a selectable setting for weekly or monthly operation providing flexibility and potentially lower fuel costs to the owner. • Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. Compatible with lead acid and AGM-style batteries. • Main line circuit breaker Protects generator from overload. • Electronic governor Maintains constant 60 Hz frequency. Unit • SAE weather protective enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature,withstanding winds up to 150 mph.Hinged key locking roof panel fDMseou*,J.Lift-wt frogt for gas4r acc es:to all routine maintenance items.Electrostat- ically applied textured epoxy paintfor added dural WZ ; • Enclosed critical grade muffler Quiet,critical grade muffler is movefl injig�theZ ;toprefent:M ies.•. • Small,compact,attractive Makes for an easy,eye appealing installation,as close as 18"away from aauilding. Installation System : • .'• .'. • • • 1 ft(305 mm)flexible fuel line connector Absorbs any generator vibration when iyneetecj to$gid:pipe. . .. • Direct-to-dirt composite mounting pad Complex lattice design prevents settling or sinking of th;J2herator%ys;m*• 0 Integral sediment trap Prevents particles and moisture from entering the fuel regulator and engine,prolonging engine life. GENERAC 16/20/22 kW specifications Generator Model 1111007035-0,G007036-0, G007038-0,G007039-0 G007042-0,G007043-0 G007037-0(16 kW) (20 kW) (22 kW) Rated maxtmutn� izt taus &dPadiky(LP) (l � tt t}0 Watts221401 Rated Maximum Continuous Power Capacity(NG) 16,000 Watts- 18,000 Watts" 19,500 Elated VWtaga 240 ,... 240 290 Rated Maximum Continuous Load Current—240 Volts(LP/NG) 66.6/66.6 83.3/75 91.6/81.3 Tota€Harmonic Otttidh Main Line Circuit Breaker 70 Amp 100 Amp 100 Amp Phase1 Number of Rotor Poles 2 2 2 tinted ACFre}ucy <« `_', .x._ : 66 HZ .. ��... -. Power Factor 1.0 1.0 1.0 &attcxyRequrrement(t 1€nc€uded} 12 V011s,Group 26ft Vit}G 1 tt ittlttmttt Gr(tup 3 AGM 6611 C iittittwm Unit Weight(Ib/kg) 406/186 448/203 466/211 Oirmsvrts(LxWxH)tn/rrxrt 48x25x fti216 6 8x7 2 Sound output in dB(A)at 23 ft(7 m)with generator operating at normal load" 66 66 67 sound c utptlt€n de(k)at23.#t(i m)vvith genelaiarin-Qt1 '"tt speed erts€se t 58 5 56 Exercise duration 5 min 5 min 5 min Engine Type of Engine GENERAC G-Farce 1000 Series N�ttpbbrt`otCyids: Displacement 999 cc 999 cc 999 cc 1lEirar5laeve A tt Valve Arrangement Overhead Valve Overhead Valve Overhead Valve €gnftitr�r ystam Solid date itit seta wt lftmto Solid-state, Magneto Governor System Electronic Electronic Electronic Co 6:1. Starter 12 Vdc 12 Vdc 12 Vdc Oil Csf# Inciridit}gFiittxItpptax 1. 81.8 L Approx 1,9 g111.8l Operating rpm 3,600 3,600 3,600 Foal, amort Nal ttts/tu( fin) `� 1 Load � ( $} 216(612) Full Load - (87 301 ll, • 3ily{678) t tquid Pro# rte (gatlttr)[ rj . 1 ..... ",61 ii(2. 8� (2 37)[8: 03 2{2' 9,7Q). i s },J1411 'l {a . '. Thr€( s 114.0j• ', Note:Fuel pipe must be shad for full load.Required fuel pressure to generator fuel inlet at all load ranges-3.5-7"water column(7-13 mm mercury)for natural gas,10-12°water column(19-22 mm mercury) for LP gas.For Btu content,multiply tt3/hr x 2500 LP or ft%r x 1000(NG).For M a oule content,multi I m3/hr x 93.15 LP)or m3/hr x 37.26(NG) Controls 2-Line Plain Text Multilingual LCD Display Simple user interface for ease of operation. Mode&uttorls Auto ; Automatic on 13(ldy iurt#',7 Clay exercdser Manual Start with starter control,unit stays on.If utility fails,transfer to load takes place. Off St1>pS unit.Pram is rsarltwed:mot aid drgar3l€oparat . Ready to Run/Maintenance Messages Standard Engine Run Hours fndiltion ldard Programmable start delay between 2-1500 seconds Standard(programmable by dealer only) 40*Vol €+ tutai€a'EBility AdprsNpie{ rnmordn0) rixn l4£€iTt Vtl196 216 V ,� . Future Set Capable Exerciser/Exercise Set Error Warning Standard tit1fVA�R?€/Maiarls�togs � �� „•. `_: _..,., se. ... ... '' .- 51F1"Y �3d1 Engine Start Sequence Cyclic cranking:16 sec on,7 rest(90 sec maximum duration). Startedl ackt w 1 iU1i ia€1ti€5 sic airs lmgtne 11as skln(1ped. Smart Battery ChargerStandard Charger, rr)ttds6 ng AC W rifn6', Standard Low Battery/Battery Problem Protection and Battery Condition Indication Standard Automatic VUl liygllkdtott wtttt the a?t tJn tier Vial Probadion =' Siandafli > Under-Frequency/Overload/Stepper Overcurrent Protect •#• �•i i •i • • •• Standard Safeiy�' Probiem 1�1atUa) « �' DIY� r► # ^,# i 1� uot8ni�fti Automatic Low Oil PressunA h OiI Temperature Shutdown • • • : i ;•• • Standard 9 •• Quercrarikit&etspead( 72 Diq[t ••• #�` • '� + ., ::Standard 1^�}ftjltn�9a.OSsutltrttt .= ', High Engine Temperature Shutdown Standard l"IflarmlFauitJktz rr ilMringProjectiart .. .�. r_;rrk• " � .. Standard Common External Fault Capability •• • • • ••• • • Standard Fisld tlpadattte Ffrmldate. ! x".• * # '.• �rTt "Sound levels are ralenfrom the front ofthe generator.Sound levels taken from oftrsidesofthe generatillirIehig�Q&pendingdAmslNlahmparametA. 6nf fiandbyApplicable for supplying emergency power for the duraton of bre utility power outage.No overload capability is available for this rating.(All ratings m accordance with BM514,ISD3g46 and DIN6171).***mum Idlovyt VV amr-cF_&are subject to and limited by such factors as fuel BLymegajoule coma,ambienttemperahue,altitude,engine power and condition,etc.Ma dmum powerdecreasesabout3.5 percentforeach 1,000 feet(304.8 rigs)above sea level;and also will decrease WWI percerdforeach 6°C(10"F)above 16°C(60°F). ••• • • • • 000 GENERAC' 117= 16/20/22 kW switch options Limited Circuits Switch Features Model 6007036-0(16kW) • 16 circuits,breakers not included. • Electrically operated,mechanically-held contacts for fast,positive Current Rating(Amps) 100 Vatlage Ratrng{V1G). - 1201244,10 Connections Utility Voltage Monitor(Fixed)* • Rated for all classes of load,100%equipment rated,both inductive and -Pick-up 80% resistive. -Dropout 65% • 2 pole,250 VAC contactors. R uM totW approx 16 sec • 30 millisecond transfer time. Exercises bi-weekly for 5 minutes*t Standard • Dual coil design. tJtLtst�a • Rated for both copper and aluminum conductors. Total Circuits Available 16 • Main contacts are silver plated or silver alloy to resist welding and sticking. ' SIs • NEMA/UL 313 aluminum outdoor enclosure allows for indoor or outdoor Circuit Breaker Protected Available RMS symmetrical 10,000 mounting flexibility. Faun current @ 250 Volts • Multi listed for use with 1"standard,tandem,GFCI and AFC]breakers from *Function of Evolution controller Siemens,Murray,Eaton and Square D for the most flexible and cost effec- Exercise can be set to weekly or monthly tive install. Dimensions Height Width Depth H1 H2 W1 W2 -= 4 t, in 26.75 30.1 10.5 13.5 6.91 H, mm 679.4 764.3 266.7 343.0 175.4 Wire Ranges Conductor Lug Neutral Lug Ground Lug Demi wz 1/0-#14 2/0-#14 210-#14 Service Rated Smart Switch Features Model G007037-0(16 kW)/G007039-0(20 kw)/ • Includes Digital Power Management Technology standard(DPM). 0007043-0(22 kW) • No.of Poles . Intelligently manages up to four air conditioner loads with no additional Current Rating(Amps) 200 hardware. Vaft$geRating{VAC) • Up to four more large(240 VAC)loads can be managed when used in Utility Voltage Monitor(Fixed)* conjunction with Smart Management Modules(SMMs). -Picts-up 80% -Dropout 65% • Electrically operated,mechanically-held contacts for fast,clean connections. Aehvn,mUlftlty`- apraxas�d' • Rated for all classes of load,100%equipment rated,both inductive and resis- Exercises bi-weekly for 5 minutes* standard live. tfLListed 5�andard , • 2 pole,250 VAC contactors. Enclosure Type NEMA/UL 3R • Service equipment rated,dual coil design. CirBt� • Rated for both aluminum and copper conductors. Lug Range 250 MCM-#6 • Main contacts are silver plated or silver alloy to resist welding and sticking. *Function of Evolution Controller • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mount- Exercise can be set to weekly or monthly ing flexibility. Dimensions ." W1 • 200 Amps 120/240,1 e •• •••- #. '• = * . Open Transition Service Rated Height WidthHI • • H1 H2 Wt W2 • • Depth . • •':. •'. *: �� : • in 26.75 30.1 10.5 13.5 6.91 �� •• �; �• • �� , � mm 679.4 764.3 266.7 343.0 175.4 • 0 DJ T, ••• I• —wa------I GENERAC MMUMMOMEM 16/20/22 kW available accessories ar Frtua� >3Mc'riptam Generac's Mobile Link allows you to check the status of your generator from anywhere that you have ac- G006463-4 Mobile Link'" cess to an Internet connection from a PC or with any smart device. You will even be notified via e-mail or. text message when a change in the generator's status occurs. Available in the U.S,only. G005819 0 26R Wet Cell Battery :Every standby generator requires a battery to start the system.Generac offers the recommended 26R wet cell battery for use with all air-cooled standby product(excluding PowerPact®). , G007101-0 Battery Pad Warmer The pad warmer rests under the battery.Recommended for use K the temperature regularly falls below 0°F.' (Not necessary for use with AGM-style batteries). G007102-0 Oil Warmer Oil warmer slips directly over the oil filter.Recommended for use if the temperature regularly falls below 0°F. G007103-0 Breather Warmer The breather warmer is for use in extreme cold weather applications. For use with Evolution controllers only in climates where heavy icing occurs. G005621-0 Auxiliary Transfer Switch The auxiliary transfer switch contact kit allows the transfer switch to lock out a single large electrical load Contact Kit you may not need.Not compatible with 50 amp pre-wired switches. Fascia Base Wrap Kit The fascia base wrap snaps together around the bottom of the new air cooled generators.This offers a G007027-0-Bisque (Standard on 22 kW) sleek,contoured appearance as well as offering protection from rodents and insects by covering the lifting holes located in the base. If the generator enclosure is scratched or damaged,4 is important to touch-up the paint to protect from G005703-0-Bisque Paint Kit future corrosion.The paint kft includes the necessary paint to properly maintain or touch-up a generator; enclosure. G006485-0 Scheduled Maintenance Kit Generac's scheduled maintenance kits provide all the hardware necessary to perform complete routine maintenance on a Generac automatic standby generator. G006873-0 Smart Management Modules are used In conjunction with the Automatic Transfer Switch to increase its Smart Management Module power management capabilities.It provides additional power management flexibility not found in any other (50 Amps) power management system. dimensions & PCs Dimensions shown are approximate.Refer to installation manual for exact dimensions.DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES. Model UPC PLI be __ G007035-0 696471070354 VT G007036-0 696471070361 G007037-0 696471070378 'w G007038-0 696471070385 see GO! G007039-0 696471070392 0all 0 • G107042-0 696471070422 • 0007043-0 696471070439 wa°4Bore 'rib x�rr v quo FRONT VIEW • OGG • • i• �• • •.• i i G E N E RAC" Generac Power Systems,Inc.• S45 W29290 HWY.59,Waukesha,WI 53189• generac.com +� X2016 Generac Power Systems,i•AN' s resere�.Aas ficd stare Object to • ng�t p2�i • � Oharxge without notice.Part No.10000000194-D 104)16 • ••• • •.• • • • • ••• i •i ALLOWABLE DESIGN PEE#00 6549 NAROO,P.E. - - - HURRICANE CONCRETE PAD FOR GENERATORS PRESSURE: SEE TABLE REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED - (G E N E RAC AND HONEYWELL UNITS) FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER 0, f/. L SEPARATE CERTIFICATION ON AJOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE-SPECIFIC yp :,ada,saEmw (ON-GRADE APPLICATIONS ONLY) JEFFREY FrIANT,P..LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE c . WITH THE APPLICABLE BUILDING CODE SHALL BE LESS PE60974 y.� F THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN VALID FOR 1 PF.RMIT ONLY U.N.O. r _ NATVt(SNTC, � PRESSURE"ASD"CAPACITY VALUES LISTED HEREIN FOR VA00NL'iWTHOP101NALENGWEERS SEPARATE SUBMITTALAN C,�H' \ - I G�.N E RAL NOTES ANY ASSEMBLY AS SHOWN.Lu C� (SEE CONCRETE PAD �N�L �I _ 1 THIS Sr'STEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE - SCHEDULE FOR MINIMUM z I \ �T/y I REi UIREMENTS OF THE FLORIDA BUILDING CODE 5TH EDITION(2014)&2010 FBC. LU M m o i I \ 2 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE fY' m Ln O WEIGHv] E� �REE� AEFERMINED BY OTHERS ON A]OB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. W w J W ULn \ 3 MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS W a LL m a LI) rn \ I I STATED HEREIN. 11' LL N w w � 4. THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION,STUMPS,ROOTS, W W O = rn U p-_ a I ' � j N�FOR,EI%A_kFERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY F j V t X Q ( = HERSaTk S&CbNCRETE PADS HAVE BEEN DESIGNED FOR A MINIMUM SOIL COEFFICIENT OF a ¢Q W c w 0 LL rY$ q FRf ON=p.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE O Z CO o o PAD z a i j_N1Q13M=100 PCI.SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED,THE ZX �N p N Z W W THICKNESS \�.� �Tjy ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. W W 0 J��w U ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS.ALL U W -@z z m I \ \ MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER MANUFACTURER LL U n. FRONT VIEW I \ j�-� �•. RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. Ln a i w ro 1 \�.� ' 6. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS-SHOWN ONLY. USE OF THIS o W W 111 PAD LENGTH PAD \ SPECIFICATION BY CONTRACTOR,et.al.INDEMNIFIES&SAVES HI�RiN1fSSIHIS ENGINEER FOR ALL t0 p f� , THICKNESS y ' �. COST&DAMAGES INCLUDING LEGAL FEES&APPELLA.tt-FEES RESIT TING I`ROP4._FfRTE L__ m J GAN FABRICATION,SYSTEM ERECTION,CONSTRUCTION P @1 RACIE$ 1 OND TIA3 WHICH IS Wit{LED FOR In pPO, BY LOCAL,STATE,&FEDERAL CODES&FROM DEVIATIONS OFfI i5 f g ;. ISOMETRIC VIEW 7. WATER-TIGHTNESS OF EXISTING FINISHES SHALL BEiTHEFULL tfiE INSTALLING z U w CONTRACTOR.CONTRACTOR SHALL ENSURE THAT ANY RfMOt%EIT 9ROOFING SAfiER R = v a EMBRANE IS RESTORED AFTER FABRICATION AND INS'�ALTJIIOIIIF�EICT1 POSED 0 w MHEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR GE F AN1�YV#�TP RpROOFIj OR(EAICA ANCHOR fs FG3154-4G ��° ISSUES WHICH MAY OCCUR AS WATER-TIGHTNESS SHALCArz- FiJLf R SpQtiSII3ILIT1!Of THE o LOCATION �f �' �.= o uI „ s• INSTALLING CONTRACTOR. Q fn ---- �! ENGINEER OF RECORD.CONSEQUENTLY,THE ARCHITECT/ENGINEER OF RECORD SHALL NOT THE �J w j °C 8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIAL�1 NEER A 0 m �--- r----'1�-- � r--�. Q LL BE � p F- IJ RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTM,,S RFA O ESi tICH'�S AtL O Q r -r U _ d 1 'I BE COORDINATED BY THE PERMITTING CONTRACtQB T'- I �� }0, 3 w 9.859" I = "� 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TQ ANY SPH .C PRQ}EGr S�F�a,,,, Q o ?� z w $ IJC l URAL K�U'� INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR S �DATA,A o g 0 m 1.063"� `n O ., 4 I ,, �u E O�. 3 r1 VFC o MEASUREMENTS.ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY O Y Q .moi a tY i� 'y _ ,4T FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.DIMENSIONS ARE SHOWN TO U Q Ow _L- a _- ------_ __ J_ 0 APPROVED-` ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA.THEY MAY VARY SLIGHTLY,BUT MUST a , w a F- -� a REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.WORK SHALL BE FIELD VERIFIED BY OTHERS = - F w to 0 Ei N ++ PRIOR TO CONSTRUCTION.ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN / , p < a ID OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION U _ 7 M w I77 2 I a PRIOR fi0 MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION W Q C1 tu m r'c `= .,, fTFMATE�'R' I/,CLS.ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND F"' U TYPICAL ANCHORAGE: l roti < r' INV ATE OUR CERTIFICATION. 1--1 to U ��( �� r r (4) 3/8" DIA.AMIFAST CONCRETE INSERTS �, rn z 14Y EI(f EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE (f� o rn 0 • - - (PART# 165003&TEST REPORT 95329 BY (�jEp, U • ELEMENT MATERIALS TECHNOLOGY)W/3/8" DIA. BOLT ASTM A307,3" MIN. EDGE �I � C71 RTE PAD SCHEDULE W w DISTANCE, 1-3/8"EMBED. INTO CONCRETE 1, UNIT DIMEN8I0( _,( PAD DIMENSIONS(IN) WIND LOADS H z P,hA1V I V (BASE PAN MIN.THICKNESS = 0.69"AND MIN. AO PAD o SIGHT PAD MODEL# ALLOWABLE ALLOWABLE a BEARING STRENGTH = 6 KSI) ITEM GENERATOR UNIT �' CONCRETE WEIGHT _ WIDTH EI Tq WIDTH LENGTH THICKNESS (LBS) PRESSURE RESULTANT a c g� z: , J �§ � 1 d 31 4 (PSE) (LBS) w 9 y o a y - � L 99 1 8KW 25,00 4P�11. +2 0 0' 54 4G 30.56 53.56 4.00 240 30.72 296.93 ° o o ��r HE- 4- I IOKW 25.00 48.00 29.00 407 FG3154-4G 30.56 53.56 4.00 240 33.13 320.25 = y g Y I 3 14KW 25.00 48.00 29.00 435 FG3154-4G 30.56 53.56 4.00 240 34.57 334.21 3 o 2 o WIND LOADI- 4 16KW 25.00 48.00 29.00 448 FG3154-4G 30.56 53.56 4.00 241p1-`,7_-_, 35.26 340.85 ° ¢ ¢ a 1 RESULTANT > S W ? 5 16KW 25.00 48.00 29.00 513 FG3154 4G 30.56 53.56 4.00_11-1. 240 38.53 -3T2.44 _ •• ••• • N �0(5� N Z • • • • • • • i� �`� �T f 6 17KW 25.00 48.00 29.00 471 FG3154-4G 30.56 53.56 4 00 24 v6�{0 '351.88 o g • • •• • • • • • ;,' ti�~� �,-, t '�fid! - U g z p o Q •• • • • • ••• • 7 17KW 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 4 00 2441 34, 7 332.20 LL ' ° r • • • •• J 8 20KW 25.00 48.00 29.00 451 FG3154 4G 30.56 53.56 4 QO 24Q " 35:39 3,42.12 LU ? . m • ••• • 9 20KW 25.00 48.00 29.00 516 FG3154 4G 30.56 53.56 4.00 240 3$;20 _ 374,09 COPYRIGHT ENGINEERING EXPRESS a z • • • • ••• • • �1�F°` m� 0 • • • • • • • • 10 22KW 25.00 48.00 29.00 526 FG3154 4G 30.56 53.564 00 240 39.20 378.93 14-1669A • • • • •• • • •' d ¢ z � NOTES 7i N k,�2 SCALE: N.T.S. • ••• ••• • b CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER,VERIFIED BY OTHERS. 9� GF 2'-FULL THICKNESS OF PADS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE,MINIMUM COMPRESSIVE STRENGTH fc=4 OOO P4 AT��`Up�Se .? 3-ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS.LARGER CONCRETE PADS MAY BE DESIGNED PER dIFFERE(f7 LOAD COMBINATIONS. tO 950 SIDE VIEW • • • • • ••• • • 4-CONTRACTOR SHALL PROVIDE 5/8"DIA.(0.675"O.D.)GALV.TUBE ASTM A53B SCH 40 MIN.OR 1/2"DIA.SOLID COPPER BAR SPIKE,4'MIN.EMBED.(ALSO SEE MIN. b • PAD,,}� • • • • • EMBED.AS PER CURRENT ELECTRICAL CODE,BY OTHERS)INTO GROUND THROUGH CONCRETE PAD FOR SLIDING RESISTANCE PURPOSE,12 DIAMETERS EDGE DISTANCE PAD WIDTH �C•�'Y� •� • FROM ANY CONCRETE FACE(NOT SHOWN). 0 • • -