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RC-17-903 Na", �47 � 3 77777-7, o, Miami Shores Village t0SIdaIt t�CrfStltC� 10050 N.E.2nd Avenue NE O on. Miami Shores,FL 33138-0000 06 , Phone: (305)795-2204 = " � v Ex iration: 01/ 3/201 a 7f712t#1 p Project Address Parcel Number Applicant 45 NE 98 Street 1132060131130 JAVIER ZAYAS Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JAVIER ZAYAS 45 NE 98 Street (305)318-6738 MIAMI SHORES FL 33138- 45 NE 98 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 20,000.00 HOME OWNER _.. . . ..._ .... _......... Total Sq Feet: 45 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction: Occupancy:Single Family Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info:KITCHEN REMODEL,DRYWALL RE Review Electrical Review Planning Bond Return: Classification:Residential Review Planning Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building CCF $7.20 Review Building CCF $4.80 Invoice# RC-4-17-63542 Review Building CO/CC Fee $50.00 06/01/2017 Credit Card $348.00 $50.00 Review Plumbing DBPR Fee $5.40 04/03/2017 Credit Card $50.00 $0.00 Review Plumbing DBPR Fee $3.60 Review Structural DCA Fee $3.60 Invoice# RC-6-17-64420 Review Structural DCA Fee $5.40 07/07/2017 Credit Card $565.00 $0.00 Review Mechanical Education Surcharge $1.60 Review Mechanical Education Surcharge $2.40 Notary Fee $5.00 Permit Fee $240.00 Permit Fee $360.00 Plan Review Fee(Engineer) $120.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $18.00 Scanning Fee $0.00 Technology Fee $6.40 Technology Fee $9.60 Total: $963.00 construction- bove-named contractor to do the work stated. July 07,2017 AufWr / ontractor / Agent Date Building epartment Copy July 07,2017 2 ♦ \� _moi__ Miami Shores Village ` ' tA Building Department AF 03 2017 V` 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 - —_—- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBc 201 BUILDING Master Permit No. 0� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP . 1 O;ff TCONTRACTOR DRAWINGS (vJOB ADDRESS: e- 3 1 ? City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFEEFFE: 2 OWNER:Name(Fee Simple Titleholder): 1 t~Z �� Phone#:(72 q 0`7380-' Address: �O,,��rJ t.-� y� City: MIAM ( �91/"�State• I Zip: 3I3 U Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: oM°q' 01JV Y�`R r Phone#: C�O 31tr�� Address: City: State Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: r Value of Work for this Permit:$ X / ) Square/Linear Footage of Work:) Type of Work: ❑ Addition ,-1 Alteration n F-1NewElRepair/Replace ❑ Deemolitio'nO Description of Work: �I �� YtI(AIXAx` �Y� uva k\ re pOI I f� c/OS•' 'D'r A ITT Specify color of color thru tile: Submittal Fee$ 00 Permit Fee$ (0U0 • CD CCF$ 1 Z • 60 CO/CC$ 00 Scanning Fee$ (E3 ' 0Q3 Radon Fee$ '�l "ems DBPR$ ' CO Notary$ S' CO Technology Fee$ C)® - Training/Education Fee$ C� Double Fee$ 10 Structural Reviews$ 0- (Z IZ-0, OX:) Bond$ TOTAL FEE NOW DUE$ 4::r 1_3 Q (Revised02/24/2014) --31-4q3 , 0Q3c/o 1 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be pproved and a reinspection fee will be charged. Sigr7 re Signature OWNER or AGENT CONTRACTOR 4 The fore oing instrument was Wkowledged before me this The fo oing instrument was acknowledged before me this day of / 20 i by y of 20 . by who i<iersonally known who is personally known to me or who has produced as me or who has produce as identification and who did take an oath. identification and who did tak n oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: 4*V,$°d tcl REBECCA LOPEZ Seal: Ana, Commission#FF 238081 Expires June 8,2019 SwIdWTkuhayFain kwro a=QW019 �k�k �k kk k k k k k&# APPROVED BY Plans Examiner �l Zoning 11thflti ! Structural Review Clerk (Revised02/24/2014 r 1 r Miami Shores Village -soon Building Department 10050 N.E.2nd Avenue R� Miami Shores, Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: �Pty1C! -�ry�}S DATE: (17 Ir If ADDRESS: "1 I�� -I B M i ftI 344-pec ' wt's 3 313 r Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless heor s e i responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and ontracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,whic iolates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial r 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property.My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/Index.htmi Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm Is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 3"ci day of Apr; __, 20 I-T By ' r le ZNCJS who was personally known to me or who has Produced there License or DeiyPr Uc\P'ls'e as identification. eR`•°�Y P°�: YANADY PRIEiO ;.= MY COMMISSION#FF 214031 `• Q EXPIRES:March 25,2019 NOTARY %�^of;e•�° SoRdsd Thru Notary Public Underwriter; Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 For Inspections please call: (305)762-4949 eturn to: aShores Village Permit Number: RC-4-17-903 [Mlmi 0050 N.E. 2nd Avenue Invoice Date: April 03, 2017 Miami Shores, FL 33138-0000 Invoice Number: RC-4-17-63542 Bond Number: Bill To Comments. JAVIER ZAYAS 45 NE 98 Street MIAMI SHORES, FL 33138- 4ra IN'S OR Street MIAMI SHORES, FL 33138- 'erl nt`al 0"anfork C ass fca l� 3 Date Fee Name Fee Type Fee Amount 04/03/2017 DBPR Fee Calculated $3.60 04/04/2017 Plan Review Fee(Engineer) Calculated $120.00 04/03/2017 Education Surcharge Calculated $1.60 04/03/2017 DCA Fee Calculated $3.60 04/03/2017 Technology Fee Calculated $6.40 04/03/2017 Scanning Fee Calculated $18.00 04/03/2017 Permit Fee Percentage $240.00 04/03/2017 CCF Calculated $4.80 Total Fees Due: $398.00 Payments Date Pay Type Check Number Amount Paid Change 04/03/2017 Credit Card $50.00 $0.00 06/01/2017 Credit Card $348.00 $0.00 Total Paid: $398.00 Total Due: $0.00 Thursday,June 1,2017 .'ECEIVED JUN 01 2017 HOLD HARMLESS PROPERTY LOCATED AT: J A0 Q( Z Aq A S owner of the subject property, Permit number PC- - q—I'� —1 03 would like to request an early start permit as allowed under section 105.12 of the 2014 Florida Building Code for the scope of work delineated in the building permit application and plan prior to the final approval and issuance of the permit, provided the work does not proceed past the first required inspection. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the correction, if required, of work performed under the above permit. J*ier ZAV4-1 (Print Name) (Prime Contractor-qualifier) 6uoikC W►1�e�- State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this t day of J Ae%e. REBECCA w ni Notary Public, State of Florida at Large �.aa� ,I:� Cssion#F 238061 • BaMedTftTroyFeinpimnana /�9. MIAMI SHORES VILLAGE ' ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT ll Permit No...J...L.��jj 31 ...... Datr_.» =..��'-.7.[........ Application is hereby made for the approval of the detailed statement of the plane and specifications herewith submitted for the building of other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Fludda, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall he complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of f workze iOwners Name and Address..... 'r'a. ✓�e4 E .»ellm, GN-................. . ' S RegisteredArchitect and/or Engined..................................................................»..........................................................»...t.........+...............................46, .. Employing Eleetrieiafi'e Name.p vk�l i� .......�, f.C'. r ... ................No.........��.° m............Stmt/5P C....... .. ........... Locationand Legal Description Lot...................»............................................Block.......................................Subdivision............................ ................. Street and Number where work is to be performed—No......��.............................................».....Street...».....j, ».......�� .r�.... State work to be performed and purpose of building (By Floors).... �...e 11 ......................... New Building Remodeling ....Addition.................... Repairs. .....No. of Stories.................... SWITCH Lahr PLUG FIXTURES RaPRIO. IRON RANae RANGE WATM W. HAAT. SPACe STRIP TOTAL OLTLETS OUTLer RECE-PIT'S No.LAMPS OUTLET OUTLET OUTLET CONN. HILATtR CONN. HEATED HEATER CONTR. LIST C"9= S' 0 EMT. DtaT. 8raweE St Iv MOTORSMOTORS NEON RADIO TOTAL SW. CAS. Tamp. PERM. 0.1 NP 1•e IIP TRANS. t:LIST 2C LIST CNSX:R Lk co., u Service Ovediodo%eared Size Feeders.i .....ConduivT—'......Main SW...�p......». Amps.... ........Main FuUL..f'.."� ...Amps Typeof Installation- Conduit.......................Tubing.....................»B.X.L.........................Metal Moulding....................................................................... Amountof 'Permit 3.....�...................................... .................................... (Signed)........ .............. ».. .......... Electrical The undersigned applicant for this building permit does hereby certify that he understands and accepts ' obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 39". Compiled General Laws of FIA Permanent Supplement, and has complied with the provisions thereof, and will require Similar compliance from allcontractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for ' ction on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub•contracto o A to be performed under this permit, as are licensed by Miami Shores Village. .�,.r,�^��y y�.. (Si ed .. Massa Electrician. STATE OF FLORIDA. ! j COUNTY OF DADE. j °0 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared..........................................................................._ ... .................................................................................................................................. to me well known, and who. being by me first duly sworn, upon oath deposes and says that he is the.............................»....._.................................. of the above described construction, and he has carefully read the foregoing apple, and that he did sign the same, and that all facts therein by him stated an true _....»...._.._.....»...�My Commission Ispira».......»......�............ »..»...... .. ....No"Public.State of Florida................_......... NOTE: A re•inepection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for Inspection, or faulty materials and/or workmanship. a I MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby unnde for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or otlier struchrr+ herein described. This application is made in compliance and conformity with the.Building Ordinance of Miami Shores Village, Florida,and all provisions of the Laws of the State ok Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be compliQ with, whether herein specified of not.A copy of approved plans and specifications must be kept at building during pkgress;of the work. ., Date..... ._......». _,19../ Owner's Name and Address..............tS..f .�. / Ca91s S ...»....»..»_. No.7Y.5..».. Street............ Registered Architect and/or Engineer..................._.._.......»_....................................,........,,Its...,...-.. ..................... Name and address of licensed contactor.......... .........__._.._.._ ..__....._..w......_.».___.........._.. ._...._......___.....___.�. Location and legal description of lot to be built on: Lot_.._....._..................._.......... Black._...............»....._.__ Subdivision._..........._....__._. .._...e _._..._.. _..........._. Street and Number where work is to be done.—............'r�xS»....�.A....�t. AS.17% .» ..... State wok to be done and purpose of building (by floors)- - '�-�C-.j4q-...- Ctl&.. .. _. .. .p._ .QL ?..�Y1.l ...».....__ . ......»_............_._.._.........._.__._....................and for no other purpose. New Building............................ Remodeling....._.............._.. Addition.......................... Repairi....X............_.. No. of Stories..............-....... _ To be constructed of..A.p14A... Kind of f��orrundation.-. .C.x,0..—+�.................................. Roof Covering....................................._..�. Estimated Total cost of improvements$............S.t..�0.t_C..'_0__.._Amount of Permit $...... ................__._... Zone tubage required............... .. __ ._..._...» Plan Cubage......_._.».... _..._..»..».»...»_». _. __............»_ .._ Distance to next nearest building_........................................._—.-.___.Size of Building Lot......._._......__.__.__.....»..........................._..__.._ Maximumlive load to be borne by each floor_.........................._.-.....................................-..........___....._...._......._........................................... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to............................_........................................................................................................................................................ ............... ............ The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an canployer of labor under the Florida Workmen's Compensation Act, being Section 5968,Compiled Ceneral Laws of Florida,Pemmrient Supplement, and has complied with the previsions thereof, and will require similar compliance from all contractors or sub-amtractor employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the she of wor such public notice or notices as are required by the Act.The undersigned agrees to employ only such subcontr s, on k onmed under this permit, as are licensed by Miami Shores Village. (Signed)_.... p. STATE OF FLORIDA. COUNTY OF DADE. ' Before me, the undersigned authority,a notary public.duly authorized to administer oaths and take acknowledgments, personally ap- peared _...... ............._._..-_-_--_...—_----_ .._._.. ._._....... ......... ..._.... .... ._ _ _ . . ..».. _.. .........._. ._to me well known, and who, being by me first duly sworn,upon oath deposes and says that he is the.-........................._...................».........„.................._..... of the above described construction, that he has carefully read the regoing application,and that he did sign the same.and that all facts therein by him stated are true. Permit No..?' .!�(' _....... Date.. 6J :? R ,Swo n to and Subscribed before late. Disapproved µ 9Date _ ............................ Fl + NotaryPbJic. tato of orida (Signed) .-----------.._ . . ..... _ .._._. Y p Building Inspector M Commission Ex ires...._..»............._._.....__ PLA NG BOARD----_ -------------------.._...._......_DATE Chairman ......... ........ .___..._........... Member ...___..........»__. ..»..............�._..._......_.» %fernbu .... ...._...._.._..._ _............___.... ... .. _....__ Member :Member .. .... ._..... Member CouncilApproved........-.__........... . _.__.._..... .....,»_..._Date Disapproved ..»._..».._......»-........................................................Date NOTE: A charge of 51.00 will be nude for making corrections or changes to this application after approval has been obtained from the Planning Buard. A re-inspection fee of ai.00 will be charged when such se-inspection is made necessary by improper notice for insp ctioni or faulw materials anti/or worlunanship. 1 . i I MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statcnwnt of the plans and specifications herewith submitted for the building or other structure. herein described.This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida.and all provisions of the Laws of the State of Florida,all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miatni Shores Villae shall be complied with,whether herein specified or not.A copy of approved plans and specifications must be kept at building during progress of the work. Date..._.... �._»..»»_ _,19. - ............ I��.�.. �. ......»_»._._. No..»_. _..._... Street_..».»»7_91— W. .F . OuPncr's Namc and ingincer...................»...........»............................................................. ......... mtenn.•netsnaemsssr............................ Address Registered Architect and/or Engineer.. Name and address of Itccnsed contrpctor..........». _».._—_.-------—----------------.... .r_.»»......»......_....................... _._...... Location and Icgal description of lot to be built on: Lot_........._.............................. I31ock._..............._._».»._... SubdivldOn._...»».._ pp..__._.. »_. ...._._......•... ....... ....._..»_.. Street and Number where work is to be done...........•..... .' ;�..��..�....rc..�.s�..•�: ... ....._ _.........._... State work to be done and purpose of building (by floors).»»»»».».�.....Q_B .17...._. �. �.La�►�.. .. _..�.. .. _.._..�..Q!L .�Y.)./.�/ ._..�_ ._........_.._........._._........._......_.._....................and for no other purpose. New Building ....Remodeling .......Addition................... .....Re airs•:..x.................No.of Stories.................. To be constructed of.ER./...C.K....Kind d'F'PDd •.:: 'r" ...—..................... .......... : ................................._.._ a An, �f Permit lR...._ Estimated Total cost of improvements$....APribtll1 T 't 'ft511�'�U6�g2're�{� a """' Piafl'eabnT. Distance to next nearest building. Size of Building Lot:••••-••••–••••--.–.._–.••.•••_.•..... .. ............_.._ .._ Maximum live load to be borne by each floor.................--------..............._..................._..._...»........».__..•..._...._................................................... I hereby submit all the plans and specifications for said building.All notices with reference to the building and its construction may be sent to................................................................................................................_................_................._.................._......... ............... The undersigned applicant for this building permit does hercby certify that he understands and accepts his obligations as an enployer of labor underthe Florida Worklnen•s Compensation Act,being Section 5966,Compiled General Laws of Florida,Permanent Supplenient,and has colnplicd with the provisions thcrcof,and will require silnilar coinpliance from all contractors or sub-contractor employed by him in the work to be per.ormcd under this pern)it;and will post or cause to be posted for inspection on the site of c wor such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontra rs,on pcnnit,as are licensed by Miami Shores Village. Remarks (Signed)...... STATE OF FLORIDA, COUNTY OF DADE. Before me,the undersigned authority.a notary public,duly authorized to adlOinister oaths and take acknowledgments,persorlally appea-red ..... ............. ___._..___ to me well known, a d who, . first dtrl i s P ea#h de ws that #�P 1'S# e. :_........................_...................._.........».............._..._......_ the abo,a constru on, lat a as car y sea a iegoing aPP�cat�on, and that he did sign the same, and that all facts therein by stated are true. Z.0 _._..... Date... '� Read,Sworn to and Subscribed before me. DatZNGBOARD ._.._. �...... ......... .... ......... _ / Notary Public.State of Florida Buil ding Inspect _ My Commission Expires......._............ PLA .._.._..._....................._...._..........DA'L'E Perrriit No. Disapproved Signed) ChairmanMembcr_.____........_.._»..�....»_... .._......_...._...._.......__.._ .N.fcrnbcr Member .._.__..... ....._....._ ...._._.. .»......._.... ....._....___ Member Member___ Council Approved.... ._. ..............._................................................Disapproved .........Date NOTE:A charge of$1.00 will be madc for making corrections or changes to this application after approval has been obtained from the Pl.tnnir,'r:Board. A re-inspection fee of$1.00 will be charged when such re-inspection made necessary by improper notice for inspection or faulty materials and/or workmanship. A � � b • m ' i r , • — 8 � e�>s • SII ! � — -- - i I I � 1'•-� li IS I I � �— .. J I , 1 IT >=coo� -I 1 STI p 9" U 1 1 9 1r-ri rl 7HAe op d=A— —t V N A=M- IV Aj L MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date DECEMBER 11, 1989 19 754-2577 Owners Name and Address JACOUELINE PORTAL---- 45 N. F.- 98 .g rrRF.F.T, —MIME SHORES. FMGRJXA,- Registered Architect and/or Engineer SECURITY WINDOWS SEYMOUR GOTHELF . Name and address of licensed contractor • • • MIAM, PWRTDA MOO Lot 91Z ILAYaBlock Subdivision_UJ ,$.A..-d J/ 1;20,,10 Street and Number where work is to be done r...r...... RFPT ACTNG 2 TAL__WDWS...AND 1 P./W ANP 1 WOOD DOOR WITH 2 ATW, a. P/W AND 1 ALUM DOOR IN EXISTING OPENINGS. NO STRUCTURAL C094GES If and for no other purpose. State work to be done and purpose of building (by floors) . state exterior colors (submit samples) New Building Remodeling Addition Repairs No. of Stories "1b be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements S �q Amount of Permit S s�.?• S� Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of L or under the Florida IVorkmen•s Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has complied with the provisi thereof. and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; n and will cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agre employ only suc ontractors. on work to be performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) . STATE OF FLORIDA COUNTY OF DADE. Before me. the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction. that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by stated are true. Permit No. Date Read,orn to and Subscribed before me. Date Disapproved Notary Public. State of Florida (Signed)NOTARY PUBLIC STATE CF FLORIDA Building InspectorMy Commission Expires PLANNING BOARD DATE GENERAL INS. Chairman Member Member Member MemberMember Council Approvedate DisapprovedDate NCI' E: A charge of S25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A reinspection fee of $25.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and,or workmanship. `• PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 100050//N.E.�L2nd Avenue-Miami Shores,Florida 33/138.305-795-2204 Date D Job Address ^/J''/V �O Y Tax Folio Legal Description— r-°J� C.-_c Historically Designated: Yes No v Owner/l.aseefl'enet �J�� • �� 0 AW-1 TAG qye aster Permit# P6 i ' QF& Owner's Address � N � 4Phone Contracting Co. ML)M%+JMST Address t�r&Z 1--&:6 Ano c - Qualifier a��vP�`►i�e-t I Phone d?3-/�97 State# 6044"920 Municipal# I Competency# Ins.Co. i IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION RE-INSPECTION FEE IS S50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING /t WORK DESCRIPTION: � �- �ht�ycz►e - Oy y Square Ft. _ Estimated Cost value q�0 r WARNING TO OWNER:YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENI S TO YOUR PROPERTY(IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFO RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do ork and installation as indicated above,and on the attached addendum(if applicable).I certify that all work will be performed to meet the standards of alI laws regulating construction in this jurisdiction.I understand that separate permits are required 1 for all disciplines. OWNERS AFFIDAVIT: I certify that all the forego}rng information is accurate and that all work will be done in compli with all applicable laws regulating construction a-nd.zonin .Furthermore,I arithorize the above named contractor to do the work stated. t Z�02 Q • iur o own d/o Condo tde Date not Contractor or Owner Builder • Date' N Notary to C Date M on My Commissi /gypGWO L IDD I R0"10" otr r CC991 I i �Ji1N 012003 FEES: PERMIT RADON I C.C.F NOTARY APPROVED: TOTAL DUE Zoning pp `` Bui ding Electrical as Mechanical�fD� 7/ �. 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R..S Q�.�.. n�Ni.gc C CJ � q'r-k �,J, "<; �' a t t.. �-•�-.P_�-p _ �' f 1 i.4 flseUO AV4. r9�$? i .7... 1 d 'MIAH,.SN OF41 aaL,o n ..au.m n,.i if ei n.a-.•,t • kf t$ �f 9/s r A 4i pard i a 1� , �� F�� +s. l.( 3•�'a`7 ri S ;F�ii;`.t t�j+ti,ttt�{ r � 2�'r .,.., •s 4,,:<.' .r, t.:.J:.`;'.k. a.,:'r:'.e. t. v'la .ay 'J: i. .•:.:J'w,ice.,,...-..-_',Y';Y•.--• �. ..r,.-. ry.._...vi'k�,. _•;..•r...-.r.,. ..r:.... eqa.. �. e ,Ilei t � �/ � ,�. F?� • �t Of ..._.J. -a.,a.: _ r ..e..... ... r, _. ... . n"...Ji_I,�... ,_..-e# It +. + a 'i+E i. +If x Certificate of Completion Miami Shores Village - 10050 NE 2 Ave, Miami Shores FL, 33138 , Tel: 305-795-2204 Fax: 305-756-8972 t° Building Inspection Department 9 This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in + compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: v =t Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC-4-17-903 }" -• Owner JAVIER ZAYAS Contractor HOME OWNER y Subdlvislon/Project NONE Date Issued September 22,2017 'x` ' Occupancy Construction Typey_g Load NIA Occupancy Square Footage 46Type R-3 �y , li �3a Vie. ti Work Description of INTERIOR RENOVATION Applicable Code 2014 FLORIDA BUILDING al Y f Location 45 NE 98 ST �t Miami Shores FL 33138 I rt ti SNnc�i 31- melts nnlBuilding Officials Approval f Ismael Naranjo, tifiy J � �e Not Transferable z � iF �'Bp786f,Na, RIDp' POST IN A CONSPICUOUS PLACE O+ I r .'�,; � bra,� �.. era. �� ,aa" Y.. (y?, ,�' rte_ � pec._' � ';�`r1 2 "ii � " -�' � ri� ,� '• �`� �.,� ;� .,. a �a•. T.�.. .ii�s�i ,�' .4- y. �PTM .y� i��3'�C'�- ".�*�'. _.c..,"�'' ,5��" .� �°�- 76.�y'. '}1�.'.ni� I INSPECTION RECORD POST ON SITE yRs Permit NO. RC-4-17-903 � Miami Shores Village - 10050 N.E.2nd Avenue esldentlal colnstructlgh Ira n Miami Shores,FL 33138-0000 Wldrk I;lBSSfIIC+#7p17:�ItBI'atlQ[1 �wrr� Phone: (305)795-2204 Fax (305)756-8872 Issue Date 7/7/2017 ' 01/03/2018 Expires: INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132060131130 Owner's Name:JAVIER ZAYA 0 UFA a& im A Owner's Phone: Job Address: 45 NE 98 Str Total Square Feet: 45re�M L I I # Total Job Valuation: $ 20, . 00000 i oaoauaon: � Bond Number: nn av mram-Imax 06 loll" WORK IS ALLOWED: Contractors ctor MONDAY THROUGH FRIDAY,8:OOAM-7:OOPM- SATURDAY 8:OOAM-6:OOPM. HOME OWNER NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. yt BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. ti NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF L COMMENCEMENT. INSPECTION RECORD WINDOWSSTRUCTURAL DOORS INSPECTION DATE INSP INSPECTION DATE INSP INSPECTION • DATE INSP Foundation Attachment Stemwall Rough Slab Water Service Columns(1st Lift) 2"d Rough Columns(2nd Lift) PUBLIC WORKSTop Out Tie Beam INSPECTION DATE INSP Fire Sprinklers Truss/Rafters Excavation Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Interior Framing ELECTRICAL Gas Insulation INSPECTION DATE INSP LP Tank Ceiling Grid Temporary Pole Well Drywall 30 Day Temporary Lawn Sprinklers Firewall Pool Bonding Main Drain Wire Lath Pool Deck Bonding Pool Piping Pool Steel Pool Wet Niche Backflow Preventor Pool Deck Underground Interceptor Final Pool Footer Ground Catch Basins Final Fence Slab Condensate Drains Screen Enclosure Wall Rough HRS Final Driveway Ceiling Rou Driveway Base RouglickAll Soo, j PLUMBING COMMENTS Tin Cap Telep a Rough Roof in Progress Telephone Final e 57UJOEAC Mop in Progress TV Rough Final Roof TV Final Shutters Attachment Cable Rough Final Shutters Cable Final Rails and Guardrails Intercom Rough ADA compliance Intercom Final MECHANICAL Alarm Rough INSPECTION DATE INSP in ° Alarm Final Underground Pipe DOCUMENTS Fire Alarm Rough Soil Bearing Cert Fire Alarm Final Rough Soil Treatment Cert Service Work With Floor Elevation Survey j Ventilation Rough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final COMMENTS ` ` Final Pool Heater Final Vacuum ° MECHANICAL C MENTS INSPECTION DATE INSP Final Sprinkler , Final Alarm gyp' • n ' Zayas Residence HVAC Load Calculations � - for ZaYas 45 NE 98 St. .••••. • 0000 .s... . Miami Shores, Florida • • 'f 0. 0 0 000 000.00 00 0 0000:0 000000 . • '. 0000.. 000000000 0 0000 0000 0000. . . 000000 . .. 00000 0. 00 0000 000000 0..000 • • • • . . ...0 010 000000 • RHVACHVAC L oAns Prepared By: Monday, May 8,2017 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. [Rhac-Residential Light Commercial HVAC Loads Elite Software Development,Inc. D Engineering Design Zayas Residence mi fC 33983 Page 2. Project Report - - - Project Title: Zayas Residence Project Date: Monday , May 8, 2017 Client Name: Zayas Client Address: 45 NE 98 St. Client City: Miami Shores, Florida D esiton Qata, Reference City: Miami AP, Florida Building Orientation: Front door faces South Daily Temperature Range: Medium see* •• Latitude: 25 Degrees .'. 0000 0000• Elevation: 11 ft. . � •0000• 00 • ...... Altitude Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grai11S••• *00000 :••• Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Different!%•• *000 •••06 Winter: 55 46.92 n/a n/a 75 "le•; � see. •••• Summer: 90 77 56% 50% 75 •55•• see* ...... Total Building Supply CFM: 1,050 CFM Per Square ft.: ••• ••••0.812 Square ft. of Room Area: 1,294 Square ft. Per Ton: •• • •••• o 48Q Volume(ft3): 10,352 •• Total Heating Required Including Ventilation Air: 21,953 Btuh 21.953 MBH Total Sensible Gain: 25,085 Btuh 78 % Total Latent Gain: 7,271 Btuh 22 % Total Cooling Required Including Ventilation Air: 32,356 Btuh 2.70 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\...\Residence.rh9 Monday, May 8,2017, 9:38 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,lnc. L 8�D Engineering Design Zayas Residence Miami FL 33183 Pa e 3 System 7 Ahu-7 Summary Loads Cc�mpoient Arm , w den Let Sen Gain Gain Gsin' 1A-cm-o: Glazing-Single pane, operable window, clear, 14.1 283 0 362 362 metal frame no break, u-value 1, SHGC 0.5 1A-cm-o: Glazing-Single pane, operable window, clear, 247.1 4,940 0 8,492 8,492 metal frame no break, u-value 1, SHGC 0.5 11A: Door-Wood-Hollow Core 20 0 0 141 141 !, CustomWa112:Wall-Block, Custom, My second example 877.4 1,212 0 727 727 custom wall CustomWa112: Part-Block, Custom, My second example 148 0 0 60 60 custom wall Go::*••• 16C-19: Roof/Ceiling-Under Attic with Insulation on Attic 1294 1,268 ; 0••• 2,936.. Floor(also use for Knee Walls and Partition •• •• . Ceilings),Vented Attic, No Radiant Barrier,White or 000:00 •• • 000070 Light Color Shingles,Any Wood Shake, Light Metal, •••0•• Tar and Gravel or Membrane, R-19 insulation •••• •••• 0"'�: 22A-ph: Floor-Slab on grade, No edge insulation, no 163 4,427 ••®••0 0.g0.' ..0., insulation below floor, any floor cover, passive, heavy 66:09: 0.0. .. 0000 0000 0 sees moist soil ' . . _ _-_ Subtotals for structure: 12,130 :•0:': 12,318• 12,318• People: 4 800 ' 92D.:0 1,-7e& • Equipment: 5000'. 1,200 11700�* Lighting: 950 32'4U0 34,240 0 Ductwork: 5,633 1,115 5,248 •• 6,363 Infiltration:Winter CFM: 191, Summer CFM: 131 4,190 4,856 2,160 7,016 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust:Winter CFM; 100, Summer CFM: 100 System 1 Ahu-1 Load Totals: 21,953 7,271 25,085 32,356 Ghe ores Supply CFM: 1,050 CFM Per Square ft.: 0.812 Square ft. of Room Area: 1,294 Square ft. Per Ton: 480 Volume(ft'): 10,352 � stem Loads Total Heating Required Including Ventilation Air: 21,953 Btuh 21.953 MBH Total Sensible Gain: 25,085 Btuh 78 % Total Latent Gain: 7,271 Btuh 22 % Total Cooling Required Including Ventilation Air: 32,356 Btuh 2.70 Tons(Based On Sensible+ Latent) irtotes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\...\Residence.rh9 Monday, May 8,2017, 9:38 PM FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index,the more efficient the home. 45 NE 98 ST., MIAMI SHORES, FL, 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1138.60 ft2 b.Concrete Block-Int Insul,Adjacent R=11.0 168.00 ft 3. Number of units,if multiple family 1 c.N/A R= •••• ft2 4. Number of Bedrooms 3 d.N/A • Q= •0 0 0•• 2 ft • 10.Ceiling Types •00'Insulation • 5. Is this a worst case? No a.Under Attic(Vented) ....V=19.0 %224.0Q,ft2 •• 6. Conditioned floor area(ft2) 1294 b.N/A oo*:R= ft2 96696* • c.N/A 2 = ft 7. Windows" Description Area 11.Ducts •s•"• •"R' ft2 •••0 0•• • a. U-Factor. Sgl,U=1.00 214.97 ft2 a.Sup:Attic,Ret:Main,AH:Main •••• ••46 100 ••••• SHGC: SHGC=0.50 0000*0 0 00 • • b. U-Factor: N/A ft2 ' • • • • SHGC: 12.Cooling systems 0.0 •kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit • • • 34.4 SEER:16.00 • SHGC: i•••i• •••••• d. U-Factor: N/A ft2 : •' ' • • 13.Heating systems .• :Btu/hr 0 OVciercy •••••• SHGC: a.Electric Strip Heat 23.9 COP*.00 ' Area Weighted Average Overhang Depth: 2.000 ft. •• Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 1294.00 ft2 a. EF: b.N/A R= ft2 c.N/A R= ft2 b. Conservation features 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Off_4E Sr Construction through the above energy saving features which will be installed(or exceeded) ti in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. ;W Builder Signature: Date: � a t Address of New Home: City/FL Zip: WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/8/2017 9:58 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: ZAYAS RESIDENCE Builder Name: Street: 45 NE 98 ST. Permit Office: City,State,Zip: MIAMI SHORES,FL, Permit Number: Owner: ZAYAS Jurisdiction: 232600 Design Location: FL,Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. • •••• Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with tlTa•• : ..• •• insulation and any gaps in the air barrier shall be sealed. *see** ' .• ; • Access openings,drop down stairs or knee wall doors to unconditi964A ttic • • • spaces shall be sealed. 9006 04 •••• Corners and headers shall be insulated and the junction of the foundation • ...• .4•.•• Walls and sill plate shall be sealed. 000000 . •. • • The junction of the top plate and the top or exterior walls shall be.seaiecr '.;..• •6•••• Exterior thermal envelope insulation for framed walls shall be insialleiii4ri . 9• substantial contact and continuous alignment with the air barrier; ' ; •••� Knee walls shall be sealed. . . :*00:• Windows, skylights and doors The space between window/doorjambs and framing and skylights"9nd • •• 0 a :• •�: framing shall be sealed. •• Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside of and cantilevered floors) subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation,insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 5/8/2017 9:58 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: ZAYAS RESIDENCE Builder Name: Street: 45 NE 98 ST. Permit Office: City,State,Zip: MIAMI SHORES,FL, Permit Number: Owner. ZAYAS Jurisdiction: 232600 Design Location: FL,Miami County:: DADE(Florida Climate Zone 2) 1. New construction or existing Existing(Projects 9. Wall Types(1306.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1138.60 ft2 b.Concrete Block-Int Insul,Adjacent R=11.0 168.00 ft 3. Number of units,if multiple family 1 c.N/A R= 0006 ft2 4. Number of Bedrooms 3 d. A • • • ftZ 10.Ceiling Types (1294.0 sqft.) • •insulation "Area •"• •• • 5. Is this a worst case? No a.Under Attic(Vented) •' R'-19.0 •1291.6tft2 • 6. Conditioned floor area above grade(ft2) 1294 b.N/A •'•:R• •• •ft2 ••• •• c.N/A ••••Rs • ft2 Conditioned floor area below grade(ft2) 0 11.Ducts ••R ft2 '••• ' •••• • • 7. Windows(215.0 sqft.) Description Area a.Sup:Attic,Ret:Main,AH:Main '•• • • 6 •100 a. U-Factor: Sgl,U=1.00 214.97 ft2 • •••• • •• •+ • • SHGC: SHGC=0.50 • • • • • b. U-Factor: N/A ft2 12.Cooling systems '• ••kBtu/hr •Efficiency *see • a.Central Unit •••••• 34.4 SEEOR:16.00 • SHGC: • • • c. U-Factor: N/A ft2 • i•••i• "' ' SHGC: 13.Heating systems : ••kBtu/hr' Efficiency • • d. U-Factor: N/A ft2 a.Electric Strip Heat " ' 2396 EOPr. .00 • • SHGC: •• Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 14.Hot water systems a. 8. Floor Types (1294.0 sqft.) Insulation Area EF:0.000 a.Slab-On-Grade Edge Insulation R=0.0 1294.00 ft2 b. Conservation features b.N/A R= ft2 c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.166 Total Proposed Modified Loads: 59.80 PASS Total Baseline Loads: 59.61 1 hereby certify that the plans and specifications covered by Review of the plans and a t-C14E SrATF this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. •' s, s u O PREPARED BY: ___ -_ _ Before construction is completed DATE: this building will be inspected for 0 ','iil ' compliance with Section 553.908 * �' I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. CdD WE't4 OWNER/AGENT: BUILDING OFFICIAL: DATE: - -- -- -- DATE: -- -- - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. - Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards,is not greater than 0.030 On for whole house. 5/8/2017 9:57 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: ZAYAS RESIDENCE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1294 Lot# Owner. ZAYAS Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 45 NE 98 ST. Permit Office: Cross Ventilation: County: DADE Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, New/Existing: Existing(Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating De elp*Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer D•Agrep%ys Moi•t«w• Rangeg•• •o • FL,Miami FL_MIAMI_INTL AP 1 51 90 70 75 .•14.9.5.w •i:•: Lo w •• ;• vooloo BLOCKS .•.• •••• �•• •� •••• Number Name Area Volume •••• ••• • • as ' 1 Blockl 1294 10352 ••'••• ' ' ' so 1111- SPACES : : •• ••• �• Number Name Area Volume Kitchen Occupants Bedrooms Infil ID finished ' Cooled H • 1 Main 1294 10352 Yes 4 3 1 Yes Yet,; Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 163 ft 0 1294 ft2 ---- 1 0 0 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V/ # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Flat tile/slate 1364 ft2 216 ft2 Medium 0.96 No 0.9 No 0 18.4 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1294 ft2 N N CEILING # Geiling Type_ _ Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 19 Blown 1294 ft2 0.11 Wood 5/8/2017 9:57 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below T Y.- -pmt o- Wall Type Spate-13-Value----FL---It_----.Ft--Jn -Area R--Value-Fraction--AbsoL-GradeJo- 1 N Exterior Concrete Block-Int Insul Main 5 43 8 344.0 ft' 0 0.75 0 2 W Exterior Concrete Block-Int Insul Main 5 16 8 128.0 ft' 0 0.75 0 3 S Exterior Concrete Block-Int Insul Main 5 43 8 344.0 ft' 0 0.75 0 4 E Exterior Concrete Block-Int Insul Main 5 40.33 8 322.6 ft' 0 0.75 0 5 W Garage Concrete Block-Int Insul Main 11 21 8 168.0 ft' 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Main None .46 3 6.7 20 ft' WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang v # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Clear) Yes 1 0.5 6.7 ft' 2 ft 0 in 0.2 ft 0 in Drapes/blinds None 2 N 1 Metal Single(Clear) Yes 1 0.5 18.7 ft' 2 ft 0 in 0.2 ft 0 in Drapes/blinds None 3 N 1 Metal Single(Clear) Yes 1 0.5 20.6 ft' 2 ft 0 in 0.2 ft 0 in Drapes/blinds None 4 W 2 Metal Single(Clear) Yes 1 0.5 13.0 ft' 2 ft 0 in 0.2 ft 0 in Drapes/blinds None 5 S 3 Metal Single(Clear) Yes 1 0.5 37.3 ft' 2 ft 0 in 0.2 ft 0 in Drapes/blinds None 6 S 3 Metal Single(Clear) Yes 1 0.5 46.4 ft' 2 ft 0 in 0.240 in * Drapest lli�ese • None ••• •• 7 S 3 Metal Single(Clear) Yes 1 0.5 20.0 ft' 2 ft 0 in 0.2 ft©ori :Drapes4in("G None • 8 E 4 Metal Single(Clear) Yes 1 0.5 39.0 ft' 2 ft 0 in 0.2 ftt`I J•G Drapes MAds : None•e :• 9 E 4 Metal Single(Clear) Yes 1 0.5 13.3 ft' 2 ft 0 in 0.2 M011nT Drapes/blinils No*. Goes 0000 • • •••• oos• •e• GARAGE sees*; * gti,D*no.*.o # Floor Area Ceiling AreaExposed Wall Perimeter Avg.Wall Height •LxpMed Wall IneviI1 203.28 ft' 384 ft' 64 ft 8ft iii 1INFILTRATION . . . # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 1018.3 55.9 105.13 .207 5.9018 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 23.88 kBtu/hr 1 sys#1 5/8/2017 9:57 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:16 34.4 kBtu/hr 1032 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft' DUCTS —Supply— --Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 100 ft2 Main 35 ft2 Prop.Leak Free Main --cfm 38.8 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: cooling Jan Feb Mar Ju Au Sep Oct Nov Dec Venting Jan Feb Mar Apr May lxJ Jun lXl Jul rj Aug ri Sep W Oct Hx Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 0"s 80 PM 80 80 78 78 78 78 78 78 7$ 78 • i i • 78 • •• Cooling(WEH) AM 78 78 78 78 78 78 78 78 �$ ' '78 7 78 • PM 78 78 78 78 78 78 78 78 78 '78 •'7 '0 78 0 Heating(WD) AM 66 66 66 66 66 68 68 68 6g , X68 68 68 PM 68 68 68 68 68 68 68 68 68 68 60 66• • Heating(WEH) AM 66 66 66 66 66 68 68 68 68 •68 .'�t; • 68' ' PM 68 68 68 68 68 68 68 68 686000 68 •8B• 66..• • 00 • • :000:0 • •••••• 5/8/2017 9:57 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... . •.• 000 ... .. • •.• . . .. . . . . 000 . • " CTITINSING UNIT SCHEDULE (NEW) •" ��; ;�• MITOLLIVATION OUTSIDE AIR HANDLING UNIT SCHEDULE (NEW).' '. �0 --W-E• fGHT (LBS.) 227 UNIT NUMBER A.H.U.-1 UNIT NOMINAL CAP. (TONS) 3 MATCHING CONDENSING UNIT CU-1 MATCHING AHU NUMBER AHU-1 MANUFACTURER GOODMAN MANUFACTURER GOODMAN MODEL NUMBER CHPF4860D6D MODEL NUMBER GSX160361F UNIT LOCATION CLOSET TOTAL COOLING CAP, (BTUH) 34,400 UNIT TYPE VERTICAL TOTAL SENSIBLE CAP. (BTHU) - ENTERING AIR TEMP, (ollo/wb) 80"/67° AMBIENT TEMPERATURE 95° EXTERNAL STATIC PRESS, 0.30 UNIT MIN, SEER 16.0 FAN MOTOR 1/3 AVAILABLE VOLTAGE 208/230/1-60 AVAILABLE VOLTAGE 208/240-1-60 CIRCUIT BKR, MIN, AMPERES 25/25 NUMBER OF STEPS 1 CIRCUIT BKR, MAX, AMPERES 40/40 FILTER TYPE PERMANENT SUCTION LINE DIAM, 1 1/8° CFM 1,000 LIQUID LINE DIAM, 5/16' HEAT (kw) 5.0 2 240V CALCULED TOT, COOLING CAP, FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 45 NE 98 ST. Permit Number: MIAMI SHORES,FL, MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. O R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. Q R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyon0jr4t%nded infiltration control measures; • . ' • 3.Interior doors,if installed at the time of the test,shall be open; •••• •`••;' 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; . • • •• 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and "';" •• • •••••• 6.Supply and return registers,if installed at the time of the test,shall be fully open. •••••• • • •••• 0000 •e.••• O R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor cor%us•••tion•air. •0000. 0000• O R402.4.3 Fenestration air leakageYVindows,skylights and sliding glass doors shall have an air infiltratipp44t%pf no mgre thprg 0.3 cfm Pero • square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tvitsq idt:ordingto XFFRGA 400 or -"' AAMA IVDMA/CSA 101/l.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer."" *000:•• 0000.• Exception: Site-built windows,skylights and doors. • • • 00 • 0000•• O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall befsealed0to limit arc teakaga betwe,n • condifioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having arjr Idakage rptpnot Tore than*•••• 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed lumina i es shalt ' be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. C3 R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system. O R403.1.3 Heat pump supplementary heat(Mandatory).Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.2.2 Sealing(Mandatory)Nll ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm(85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 5/8/2017 9:58 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORk4 R405-2014 MANDATORY REQUIREMENTS - (Continued) ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping Insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the Inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies(Mandatory). 0 R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 600C). • R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main bumer(s)of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum ef4gjgPi;ies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requlrements+for the appropriate watef•••;• heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. •• • •• ;•; •• R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are t�c�b,y he annual solar energy•"`•• factor of the system.The solar energy factor of a system shall be determined from the Florida Sola__rl�nergy Center Diredtory of •• Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,T@A1A?Vds for§e13rt)ollectors,0 • and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Colleetar64n installed colarwater ••s o• heating systems should meet the following criteria: •••••• • .. ••:0 a• 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal;and****** •••• ***Soo 2. Be installed at an orientation within 45 degrees of true south. •• • • •• • 13R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the ;.•�;• •••••• Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved mens%ftgntilatioit • • Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is*net operating.••• • ;`••`; ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipments lzing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 5/8/2017 9:58 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 b FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) • O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system Is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilize. 6 • • 9999 9999•• ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall cor&W?wii Section,C•491 • and C404 of the Commercial Provisions in lieu of Section R403. 0 • • •96.00 •• • ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy senffdblt8Rte building,sh611 • • include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and na •••••• P 9 Y P P � pram itation i�faWvg 6 � and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. 66066 *0000 ••••• ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for resid%RiaTp4Is andingjdbfls ••:•• spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for•• •,• portable spas shall be in accordance with ANSI/APSP-14. •••••0 • • O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mourQgfl V�We •••••• the heater to allow shutting off the heater without adjusting the thermostat setting. ••0 0 • • ••••00 R403.9.1.1 Gas and oil-flred pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermar efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56'Aool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a preset schedule shall be Installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently Installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 5/8/2017 9:58 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 Juan Fernandez=Barquin, P.E. Structural Engineers 40114 2520 N.W. 971h Avenue, Suite #240 Threshold Inspectors 0947 Doral, Florida 33172 State Plans Examiner PX 1305 PH: 786-336-0881 Fax: 786-336-0884 State Building Inspector BN 3318 Email: jfbengC-bellsouth.net wIv,l.juanfernandezbarquinpe.com 'W'90 ,. APR 4 3 2p ..•. ...... F • • •• •• • •• •••••• • :00:0: • Air •.•• • • • • • • Nn'. • • `1 f ' 1 ��1 l u t \ PROJECT: a J Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.971'Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 EmaiL jfbengCUellsouthmet ivmv.juanfernandezbarquinpe.com ZAYAS RESIDENCE 45 N.E. 98t' STREET, MIAMI SHORES, FLORIDA. STRUCTURAL CALCULATIONS 3/31/2017 TABLE OF CONTENTS PAGE •��• • EXISTING CONCRETE BEAM REINFORCEMENT......................................... •••001'• •••• •••••• STEEL CHANNEL CONNECTION DESIGN..................................................... • ....•• . . ..... STEEL BEAM#1 DESIGN............................................................................. ••�q8� '..'.: ...... •••••• STEEL BEAM#2 DESIGN............................................................................. 20r �..... . , CONNECTION#1 DESIGN.......................................................................... 27 '00 CONNECTION#2 DESIGN......................................................................... 32 j I L `tel b, DOCS\VICTOR MORALES\TABLE OF CONTENTS\ZAYAS RESIDENCE.DOC Juan Fernandez-Barquing P.E. Structural Engineers 40114 2520 N.W.97x'Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email:jtbeng(a`bellsouth.net maw.juanfernandezbarquinpe.com PROJECT NAME 4� N I�'� S7' ENGINEER �' DATE D-3r�� ' PAGE .2 r - .• � . . 1-2 : 0 0.0 0.0.00 0000.. 0000•171 • • 0.0.00 • -�--� 00000.. - - - - � 000.. . . . • - I I � V I l 4� 0-A{FERNANDE2,JUAN)VDOCSVDFFCE M1SCV0FFICE FORNSSWALCULATION SHEET JFb CUADRiCULADA-2-D0C Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.97th Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building InspectorBN 3318 Email:jfbengCbellsouth.net www.juanfernand2b rgWnpe.com PROJECT NAME ENGINEER DATE o-��7' PAGE — —� f 735 4 ! 9.06•• . . . .....• 0 •JO . . 0 be, 0. . . Ole 6 •666• •••6•• • • 6 , - - - • • • j 0 • • 000000 _T • 6 ..... Li . , ,— of--- C:\i FERNANDEZ,JUAN)\DOCS\DFFICE N11SC\OFFICE FCRMS\CALCULATION SHEET JFa CUADRICULADA-2.DOC Juan Fernandez-Barquing P.E. Structural Engineers 40114 2520 N.W.97111 Avenue,Suite;240 . Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building InspectorBN 3318 Emak-jfbengCbellsouth.net nmvjuanfernandezbargninpe.com PROJECT NAME ENGINEER DATE O3 ' PAGE —� -- 31 e � �- -� - - - + �- igoo-at ...... be • be - - . .•.. 1 ...•. • . ••.•• • . . • • 1 1 • .•... 04 02 I --�II- -- -i — — - — — k"I OM F ANDEZJUAN lDC',QGGICE rAISCVCFF!CF FORMS\MCULATIDN SHEET JFB CUADRICULADA-2.DDC 1 -41 .. . • • • • • • • r . •.• • . . . •.. k 4 k CHANNELS CHANNELS T x x d AMERICAN STANDARD :�: : . : •.' . ': AMERICAN STANDARD T x x d : '• • Pro: erties t eW Dimensions 000 0 P W Grip Grip y k e I Y (b, k e. I Y I b, 00 was so •+� -{-- Max. �' �IoQ�-• •• • Shears Axis X-X Axis Y-Y Web Flange Distance . . . . • .. . .mal. . . • .GOOF _ Area Depth Age. d A d Average Grip Fas- Wt. x Loaf Designation Thickness tM, Width F. er tion A, I S r I S r thickness T k tW 2 b, t, ter '. pFt e6 In.' In. In. In. In. In. In. In. I In. In. Lb. In. In. In.' In.3 In. In.4 In.3 In. C 15x50 14.7 15.00 0.716 "As 3/e 3.716 33/4 0.650 6/e 121/6 17Ae % 1 50 0.798 0.583 6.21 404 53.8 5.24 11.0 3.78 0.867 x40 11.8 15.00 0.520 1/2 1/4 3.520 3'/2 0.650 6/e 12'/s 17/,e % 1 40 0.777 0.767. 6.56 349 46.5 5.44 9.23 3.37 0.886 x33.9 9.96 15.00 0.400 3/e 3/ie 3.400 33/6 0.650 6/e 12'/s 17/,e % 1 ip 33.9 0.787 0.896 6.79 315 42.0 5.62 8.13 3.11 0.904 C 12x30 8.82 12.00 0.510 1/2 '/4 3.170 3'/e 0.501 1/2 93/4 1'/s 1/2 7/e f' 30 0.674 0.618 7.55 162 27.0 4.29 5.14 2.06 0.763 x25 7.35 12.00 0.387 _3/s, 1& 3.047 3 0.501 1/2 93/4 1'/s 1/2 7/e I 25 - 0.674 0.746 7.85 144 24.1 4.43 4.47 1.88 0.780 x20.7 6.09 12.00 0.282 she '/s 2.942 3 0.501 'h 93/4 1'/e 1/2 20.7 0.698 0.870 8.13 129 21.5 : 4.61 3.88 1.73 0.799 C 10x30 8.82 10.00 0.673 "As she 3.033 3 0.436 The 8 1 The 3/4 1: 30 0.649 0.369 7.55 103 20.7 3.42 3.94 1.65 0.669 x25 7.35 10.00 0.526 1/2 '/4 2.886 27/s 0.436 The 8 1 The 3/4 25 0.617 0.494 7.94 91.2 18.2 3.52 3.36 1.48 0.676 x2t� 5.88 10;00 0.379 _3/e 3/ie 2.739 23/4 0.436 The 8 1?/fie 3/s 20 0.606 0.637 8.36 78.9 3.66 2.81 1.32 0.692 --- - - - - .__ _ _ e - - - - 7 15.3 0 634 0 796 8.81 67.4 13.5 3.87 2.28 1.16 0.713 x15.3 4.49 10.00 0.240 '/4 1/s 2.600 2s/s 0.436 The 8 1 - he 3%4 _ -- C 94" 5.88 9.00 0.448 7As 1/4 2.648 25/s- 0.413 The T/e 'she 7A s/4 f. 20 0.583 0.515 8.22 60.9 13.5, 3.22 2.42 1.17 0.642 X15 4.41 9.00 0.285 she '/e 2.485 2'/2 0.413 The 7'/e 15/is The 3/4 15 0.586 0.682 8.76 51.0 11:3 3.40 1.93 1.01 0.661 x13.4 3.94 9.00 0.233 1/4 1/s 2.433 23/9 0.413 The 7'/4 'she The 3/4 13.4 0.601 0.743 8.95 47.9 10.6 3.48 1.76 0.962 0.669 C 8x18.75 5.51 8.00 0.487 1/2 '/4 2.527 21/2 0.390 3/s 6'/e 'shs 3/e 3/4 18.75 0.565 0.431 8.12 44.0 11.0 2.82 1.98 1.01 0.599 x13.75 4.04 8.00 0.303 sAe 1/s 2.343 23/9 0.390 3/e 6'/a "As 3/e 3/4 13.75 0.553 0.604 8.75 36.1 9.03 2.99 1.53 0.854 0.615 x11:5 3.38 8.00 0.220 1/4 1/4 2.260 21/4 0.390 3/s 6'/e 'she 3/e 3/4 11.5 0.571 0.697 9.08 32.6 8.14 3.11 1.32 0.781 0.625 C 7x14.75 4.33 7.00 0.419 6 ahs 2.299 2'/4 0.366 3/e 5'/4 7/e 3/e s/e 14.75 0.532 0.441 8.31 27.2 7.78 2.51 1.38 0.779 0.564 7A x12.25 3.60 7.00 0.314 s/1a She 2.194 21/4 0.366 3/9 5'/4 7/s 3/e s/e 12.25 0.525 0.538 8.71 24.2 6.93 2.60 1.17 0.703 0.571 x 9.8 2.87 7.00 0.210 She 1/9 2.090 2'/s 0.366 3/9 51/4 7/4 3/e % 9.8 0.540 0.647 9.14 21.3 6.08 2.72 0.968 0.625 0.581 C 6x13 3.83 6.00 0.437 7ha 3A 2.157 2'/e 0.343 5/is 43/s 13/,8 s/,e 6/8 13 0.514 0.380 8.10 17.4 5.80 2.13 1.05 0.642 0:525 x10.5 3.09 6.00 0.314 6Aa 3Ae 2.034 2 0.343 sAs 43/a 1M6 3/e ss % 10.5 0.499 0.486 8.59 15.2 5.0 2.22 0.866 0.564 0.529 x 8.2 2.40 6.00 0.200 She '/e 1.920 17/e 0.343 she 43/e 13/16 she s/6 8.2 0.511 0.599 9.10 13.1 4.3$ 2.34 0.693 0.492 0.537 C 5x 9 2.64 5.00 0.325 'A6 3A 1.885 17/6 0.320 sA6 31/2 3/4 she We 9 0.478 0.427 8.29 8.90 3.56 1.83 0.632 0.450 0.489 x 6.7 1.97 5.00 0.190 3Ae '/9 1.750 13/4 0.320 shs 31/2 3/4 - - 6.7 0.484 0.552 8.93 7.49 3.00 1.95 0.479 0.378 0.493 I 8 8 s s 11/is s 6 7.25 0.459 0.386 7.84 4.59 2.29 1.47 0.433 0.343 0.450 C 4x ,7.25 2.13 4.00' 0.321 Aa Aa 1.721 1/a 0.296 Aa 2s/e . hs /a x 5.4 1.59 4.00 0.184 Me 'Aa 1.584 1% 0.296 she 26/8 "he - - � ~ 5.4 0.457 0.502 8.52 3.85 1.93 1.56 0.319 0.283 0.449 t, C 3x 6 1.76 3.00 0.356 3/e 3Ae 1.596 1% 0.273 1/4 16/8 11/16 - - 4. 6 0.455 0.322 6.87 2.07 1.38 1.08 0.305 0.268 0.416 x 5 1.47 3.00 0.258 P/4 '/e 1.498 11/2 0.273 1/4 1% "hs - - �' 5 0.438 0.392 7.32 1.85 1.24 1.12 0.247 0.233 0.410 .x 4.1 1.21 3.00 0.170 ahs 1hs 1.410 13/6 0.273 1/4 1% "hs - - �' 4.1 0.436 0.461 7.78 1.66 1.10 1.17 0.197 0.202 0.404 0 �I BEDROOM 3 BEDROOM 2 / / s-r re• r-r ••s r-e• e•-r ••m• '� i • • ••• BATHI ..• • • i I KROHEN0000•• fo ••••• •00o.r • • LIYQ•Ki •• :00 ROOM • • •• 0000 0.0 BATH • • ••• • • • •.• 0 GARAGE A • • •• _J •• • 0000•• 0 • • • •••... • • •• DaIWG ROOM 00.0 ••• • 000 • ••• �� • • 77, PORCH MASTER BEDROOM i e�mnr+ruvies ro�tia mmr�srate�. rorawi Juan Fernandez-Barpuin, P.E. Structural Engineers 40114 2520 N.W.97"'Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email:jfbengCbellsouth.net �"cw.j uanfernandezb"m1npe.com PROJECT NAME ENGINEER DATE o�/a �� PAGE ------------ I • /• • 0000•• - �_'I—' '" /// • •(1• • • 0000•• 'Jf 0000• jr .11- _ � • • 0000 �! • • • • 0000 _ 0000• 0 • • • • 0.000 • • • ••••• _ •• O O i t - r U V�FERNANDEZ,JUAN]\,DOCSICFFICE PAIS(.VOFFICE FORMSVCALCULATION SHEET JFe CUADRICOLADA-_.DOC Juan Fernandez-Badrquin, P.17• Structural Engineers 40114 2520 N.W.97th Avenue,Suite#240 r19;r Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email jfhengCbellsouth.net mvw.junnfernandezbar Wnpe.com PROJECT NAME �� 9 ENGINEER DATE ®� 2`4 �7 PAGE - - -, ;� - . _ — _ • • • • ••• •••••• _a--i-- - �-- - - --t— — — - • • • �• • • _T— ---------T_ 0 '0' • • ••••• (I —*Osseo 0000 I I � • o . • ..•. E,14 to Fillr- r - , IT 1. , � I U:V FERN--NDC,-.JUAN),D0CSV0FFICE MiSCVOFFICE FORMSVCALCULATION SHEET JFB CUADRICULADA-2.DOC Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.9r Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email-jfbengCbellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME /)E7 &7g s ENGINEER DATE �-��2 9117, PAGE L (/ I I I � - � JIB � - •Y • • • i • • • • •• i ••••• • • _ ••�•• • • 04••• • • _1 - - - -- - 1- - C1(FERNANDEZ.JUAN)\DOCSOFFICE MISCIOFHCE FORMS\CALCULATION SHEET JF6 CUADRICULADA-2 DOC o e• 7' :r KWIK Bolt 3 Expansion Anchor 3.3.8 Table 3- Hilt!KWIK Bolt 3 carbon steel design strength with concrete/pullout failure in uncracked concrete'Aa,as Tension �Nn Shear-cpV� Nominal Effective Nominal anchor embed. embed. f'�=2,500 psi f'.=3,000 psi f'.=4,000 psi f'c=6,000 psi f'.=2,500 psi f'�=3,000 psi f'c=4,000 psi f'.=6,000 psi diameter in.(mm) in.(mm) Ib(kN) Ib(kN) Ib(kN) Ib(W) Ib(kN) Ib(kN) Ib(kN) Ib(kN) 1/4 1-1/2 1-3/4 1,025 1,080 1,180 1,330 1,545 1,690 1,950 2,390 (38) (44) (4.6) (4.8) (5.2) (5.9) (6.9) (7.5) (8.7) (10.6) F 2 2-3/8 2,2052,415 2,790 3,420 2,375 2,605 3,005 3,680 3/8 7 (51) (60) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) 2 2-1/4 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680 1/2 (51) (57) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) 3-1/4 3-1/2j. 4,420 4,840 5,590 6,845 9,845 10,785 12,450 15,250 (83) (89) (19.7) (21.5) (24.9) (30.4) (43.8) (48.0) (55.4) (67.8) '- 3-1/8 3-1/2 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 5/8 (79) (89) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) {52.2) (64.0) 4 4-3/8 6,240 6,835 7,895 9,665 13,440 14,725 17,000 20,820 '. (102) (111) (27.8) (30.4) (35.1) (43.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-1/4 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900 3/4 (95) (108) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1) (D5-5/8 6,880 7,535 8,705 10,660 18,785 20,575 23,760 29,100 (127) (143) (30.6) (33.5) (38.7) (47.4) (83.6) (91.5) 1 (105.7) (129.4) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing,edge distance,and concrete thickness factors in tables 6 to 10 as necessary.Compare to steel values in table 4. I# The lesser of the values is to be used for the design. • •• 4 Tabular values are for normal weight concrete only.For lightweight concrete multiply design strength by Aa as follows: •• 0.0• • for sand-lightweight,A.=0.68;for all-lightweight,A.=0.60 i•• ( • 5 Tabular values are for static loads only.Seismic design is not permitted for uncracked concrete. Goose* 0000 C Table 4-Steel design strength for Hilt!KWIK Bolt 3 carbon steel anchors1z �� = � �••..� • of • • Nominal Tensile3 Shear' ••.• 0000 00.00 0000• : a � Nominal anchor embedment q)N. �V. � 0 0 0 ••:•• � diameter in.(mm) Ib(W) Ib(kN) �. 06 00 0• 000000 1-3/4 1,590 1,065 •'O..0 - -- __:" • 1/4 (44) (7.1) (4•7) • • :000:0 0000•• 3/8 2 3/8 4,770 2,905 x•00 i •00 • 00��0i (60) (21.2) (12.9) Go: 2-1/4 4,315 1/2 (57) 8,745 (19.2) 3-1/2 (38.9) 4,390 (89) (19.5) 3-1/2 sE (89) 13,515 7,950 5/8 4-3/8 (60.1) (35.4) (111) 4-1/4 10,180 (108) 19,080 (45.3) F 3/4 5-5/8 (84.9) 10,785 (143) (48.0) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 KWIK Bolt 3 carbon steel anchors are to be considered ductile steel elements. 3 Tensile(pN._ A.,f.as noted in ACI 318.14 Chapter 17. 4 Shear values determined by static shear tests with()V.<(p 0.60 Aw f.,as noted in ACI 318-14 Chapter 17. Hilti,Inc.(US)1-800-879-8000 1 www.us.hilti.com I en espatiol 1-800-879-5000 1 HIM(Canada)Corp.1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 331 777 Anchoring Systems Mechanical 3.z.e KWIK Bolt 3 Expansion Anch®r Table 9-Load adjustment factors for 5/8-in.diameter KWIK Bolt 3 carbon steel anchor in uncracked concrete's 5/8-in.KB3 Spacing factor Edge distance Spacing factor Edge distance in shear Conc.thickness carbon steel in tension factor in tension in shear' �toward edge II t edge factor in shear' Al. uncracked concrete f AN f RN f"' f RV , f Hv Embedment hn m 3-1/2 4-3/8 3-1/2 4-3/8 3 1/2 4 3/8 3 1/2 4-3/8 3 1/2 4 3/8 3-1/2 4-3/8 in. (mm) (89) (111) (89) (111) (89) (111) (89) (111) (89) (111) (89)e (111) 1-3M(44n/a n/a n a 0.32 n/a n a n a 0.07 n a0.14 n a n a 2 n/a n a 0.34 n a n a n a 0.08 n a 0.17 n a n/a 2 1 0.59 n a 0.34 n a0.5m 2-1 0.59 0.39 0.35 n a 054 0.14�' 2-3 0.60 0.40 0.36 0.55 0.54 0.15 0.11 0.3.0 0.21 n/a n/a U 2-1 (64 0.63 0.60 0.41 0.37 0.55 0.54 0.16 0.12 0.32 0.23 n a n a 3 6) 0.66 0.63 0.46 0.40 0.56 0.55 0.21 0.15 0.42 0.30 n a n/a '1114 102 0.71 0.67 0.55 0.47 0.58 0.56 0.32 0.23 0.55 0.47 n/a n/a c 5 127) 0.77 0.71 0.67 0.55 0.60 0.58 0.45 0.33 0.67 0.55 0.63 n a 6 152 0.82 0.75 0.80 0.63 0.62 0.59 0.59 0.43 0.80 0.63 0.69 0.62 7 (1 78) 0.87 0.79 0.93 0.74 0.64 0.61 0.75 0.54 0.93 0.74 0.74 0.67 y 8 203 0.93 0.83 1.00 0.84 0.66 0.63 0.91 0.66 1.00 0.84 0.79 0.71 ' 0.95 0.68 0.64 1.00 0.79 0.95 0.84 0.75 m 9 229 0.98 0.88 0.92 1.00 0.89 0.80 - 10 254 1.00 0.92 1.00 0.70 0.66 0.72 0.67 1.00 0.93 0.83 11 279 0.96 0.97 0.87 a 12 305 1.00 0.74 0.69 0.77 0.72 1.00 0.94 14 356) 0.81 0.75 1.00 CID 16 (406 18 457 0.85 0.78 (. 20 508 0.89 0.82 24 610 0.97 0.88 >30 62 1.00 0.97 Table 10-Load adjustment factors fo 3/4-1diameter KWIK Bolt 3 carbon steel anchor in uncracked concrete's Edge distance in shear o . Cppq 4tlfcknesj 3/4-in.KB3 Spacing facto: Edge distance Spacing factor • • fa t r in shearscc '' carbon steel in tension factor in tension in shear' 1 toward edge I rd9� 4•• uncracked concrete fm f RN - f AV f RV ••JFO•• •••• f HV •••• Embedment ham,,, 4-1/4 5-1/2 4 1/4 5 1/2 4-1/4 5-1/2 4 1/4 5-1/2 4-1�4••.5.1/2 4-1{�l 5-1/1`4-1/4 -1/1` ••.: in. (mm) (108) (140) (108) (140) (108) (140) (108) (140) (108+ • •(140) �1�$� (14 • •. t 21/2 (64 na na na 0.42 n/a na n/a 0.09 na•• •0.18 • Z• n .• 2-3 4 0) n a n a 0.36 0.44 n a n/a 0.15 0.11 0.8t• •®.21 .n a n •••. 3 6 n a n a 0.38 0.45 n a n a 0.17 0.12 0.85 . .24 •. ' / CD 3-1 4 83 n a 0.61 0.40 0.47 n/a 0.54 0.20 0.14 0.89• i,x.27 n n a •:' 3-1 0.49 89 n a 0.62 0.41 n a 0.55 0.22 0.15 OA1 =).30 n a n a •0; c 3-3 4 (95 0.67 0.63 0.43 0.50 0.57 0.55 0.24 0.17 Oi13 . 0.34 ••n • n a c0 0 i 4 102 0.68 0.63 0.45 0.52 0.57 0.55 0.27 0.18 0.• .37 n a. n . ..9 4-1 114 0. 70 0.65 0.49 0.56 0.58 0.56 0.32 0.22 0.49 0.44 n . n 5 (12 0.72 0.67 0.53 0.59 .0.59 0.57 0.38 0 26 0.53 0.52 n a n/a 6 152 0.77 0.70 0.62 0.67 0.60 0.58 0.49 0.34 0.62 0.67 0.65 n a c° 7 178) 0.81 0.73 r 0.72 0.75 1 0.62 1 0.59 0.62 0.43 0.72 0.75 0.70 n a i y L co 8 (2031- 0.86 0.77 0.82 0.84 0.64 0.61 0.76 0.52 0.82 0.84 0.75 0. 0) a� 9 (229 0.90 0.80 0.92 0.95 0.66 0.62 0.91 0.62 0.92 0.95 0.79 0.70 0.83 0.74 10 254) 0.94 0.83 1.00 1.00 0.67 0.64 1.00 0.73 84 1.00 1.00 0.87 0.77 ^m�Y 11 (279 0.99 0.87 0.69 0.65 0.96 0.91 0.81 W(762 0.90 0.71 0.66 0 0.74 0.69 1.00 0.99 0.87 1 0.97 1.00 0.93 Cl)CIS 1.00 0.78 0.72 0.99 0.81 0.74 0.85 0.77 1.00 0.92 0.82 1.00 0.91 >36 914 0.99 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors(e.g.fora 4 anchor pattern in a comer with thin concrete member)the design can become very conservative To optimize the design,use Hilt!PROMS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. tt. (E! 3 Spacing factor reduction in shear,f A,,,assumes an influence of a nearby edge.If no edge exists,then f Av=f AN- 4 Concrete thickness reduction factor in shear,f H,,,assumes an influence of a nearby edge.If no edge exists,then f Hv=1.0. If a reduction factor value is in a shaded cell,this indicates that this specific edge distance may not be permitted with a certain spacing(or vice versa).Check with table 5 and figure 2 of this section to calculate permissable edge distance,spacing and concrete thickness combinations.Use of Hilti KWIK Bolt 3 anchors with edge distance and spacing dimensions smaller than what is noted in this table is permitted. 334 HIM,Inc.(US)1-800-879-8000 1 www.us.hilti.com I en espahol 1-800-879-5000 1 Hil ti(Canada)Corp.1-800-363-4458 I www.hfltl.ca I Anchor Fastening Technical Guide 2016 Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.97'b Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email:jfbengCbellsouth.net vnvw.jaanfernaudezb=2q pe.com PROJECT NAME Q 6' /thq- 9S s ENGINEER DATE �'��j PAGE G ®-- - - _;-�- -{- �- . .. — - - -r- I •£t • ••• •• -� - — eel • •• ..• • k • �} .. l • • _ ...... - ---------^ 7 • • -.�_..1_...ti_._._.... of • ..•.• • 44 1 -- — _ — G - --- — -- - T 0A(FERNANDEZ,-JUAN)\UOCStOFFiCE l.1�9�AOFF.�i rGkn^E,CA!cu�.4��Otu 5�4EE't!FF WADRICULADA-2.DOC Juan Fernandez-Barquing P.E. Structural Engineers 40114 2520 N.W.97s'Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:711-336-0881 Fax:781-336-0884 State Building Inspector BN 3318 Emm1 jlbengCbelhouth.net www.juamfernandezbarquinge.com PROJECT NAME ENGINEER DATE ®`�/a S/l7 PAGE l�' - T i I I -- -- �� v T ----------------------I i I- i I T �- C ��i 0000 • f -� I i j _� .�__ ' •• A- -Ir • •�� .0000: 00.000 00 00 0 I • • • 0000• • • — - -� - — - • 0000• ® • • 0000•• ------------- • • • 0000•• -{-- J-- •� • • • ••9090 I- - - - -. - -- U,f PLRNANDE2.JUAN)VDOCSVOFFICE h11SCVOFI iCE FORMSICALCULAIION SHEETJFB CUADRICULADA-:LDDC Juan Fernandez-Barquing P.E. Structural Engineers 40114 2520 N.W.97th Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Emml jfbengCbellsouth.net mm.1 unnfernand ezbarquinpe.com PROJECT NAME 45 N 9 ENGINEER ` DATE o3�aB�7 PAGE .T—T-1—T I— so 0 = - II - ji - •••• :••••: ..... • i' �,.- ._1 • •••••• 10 T • TF -it -- - 1 - - -- - -4- C,\I FERNANDEZ.R1AN)\COCAOFFICE MISC\OFFICE FORMS\CALCULATION SHEET JFBCUADRICULADA-,.DOC �uaa Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.971'Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email:jfbengCbellsouth.net vnvw.juanfernandezbarquinpe.mm PROJECT NAME S 4J ENGINEER DATE ©312 s117 PAGE - - _ _ - - 1 - _ .......... -- - - - :0006: . ----• •----- i - - _ I i _ o - I O:\t FERNANDEZ,JUAN)\DOCS\OFFICE MISC\OFFICE FORMS\CALCULATION SHEET JFB CUALRWCULADA.2.DOC Structural Engineers 40114 2520 N.W.97m Avenue,Suite#240 Threshold Inspectors 0947 Dotal,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building InspectorBN 3318 Emm1 jfbeng&ellsouth.net www.jaanfernandezbaMu1npe.com PROJECT NAME ENGINEER ' DATE ®S12511/7 PAGE l� _ j L V if - I I T ' - - — —{' • •••••• _ I a _ • s"- �i ••••i• r I T1 - -� I _ j C.',(FERNANDEZ.JUAN)\DCCS\OFFICE r14;10,,0FFICE FORMS1CALCULATION SHEET1FB CUADRICULADA-2.DOC Juan Fernandez-Barquing P.E. Structural Engineers 40114 2520 N.W.Dr Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 _ State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building InspectorBN 3318 EmaO:jfbengCbellsouth.net www.jaanferaaodezbargWnpe.com PROJECT NAME 4 5 61 ENGINEER E' DATE _PAGE -' - - e - --�- -- y — �—^I T • • • • I • :: 99990• ,-�- i j I j • •0000 1 14 —_�_ • • • • -- - - -- - -�- - I C-',I FERPJANDE2,JUAN)ADOCS1.OFFICE MI_(\OFFICE FDRMSVCALCULATION SHEEP)FIB CUADRICULADA-2.DOC =n Fernandez-Bzrquing P.E. Structural Engineers 40114 2520 N.W.01,Avenue,Suite#240 fff��YYY Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email:jfbengCbellsouth.net www.juanfernendezbf!r ' PROJECT NAME 4 Al 6r 9 ' ENGINEER DATE 0 3/ �� PAGE S �- 1-9b - STRUCTURAL TUBING Square -- -�-�- Dimensions and properties • ...... - �- - Dimensions Properties" • ••• • • i Nominal' Wall Thickness Weight Area �l r J Z • •• • • • • Size per Rt `J •• • • ••••• In. In. Lb. In? In. In' In. In° In.s• ••• •;••• 4.5x4.5 02600 1/4 13.91 4.09 12.1 5.36 1.72 19.7 6.43• •• • • •so** •• 0.1875 3/a 10.70 3.14 9.60 4.27 1.75 15.4 5.030 0 4x4 0.5000 1h 21.63 6.34` 12.3 6.13 1.39 21.8 8.02 i • • ••• • 0.3750 a/a 1727 5.08 10.7 5.35 1.45 18.4 6.72• 6100410 • 0.3125 Vie 14.83 4.36 9.58 4.79, 1.48 16.1 5.90• • • ••••• 02500 1/4 1221 3.69 822, 4.11 1.51 13.5 4.97 • • • • 0.1875 e/ie 9 42 27\ 6.59 3.30 1.54 10.6 3.91 • 3.5x3.5 0.3125 B/ie 12.70 3.73 6.09 3.48 128 10.4 4.35 0.2500 1/4 10.51 3.09 529 3.02 1.31 8.82 3.70 - 0.1875 Ma 8.15 2.39 4.29 245 1.34 6.99 2.93 3x3 0.3125 Via 10.58 3.11 3.58 239 1.07 6.22 3.04 0.2500 1/4 8.81 259 3.16 2.10 1.10 5.35 2.61 0.1675 a/ie 6.87 2.02 260 1.73 1.13 4.28 210 25x25 0.3125 %e 8.45 2.48 1.87 1.50 0.868 3.32 1.96 0.2500 1/4 7.11 2.09 1.69 1.35 0.899 2.92 1.71 0.1875 a/1e 5.59 1.64 1.42 1.14 0.930 2.38 1.40 -$- 2x2 0.3125 e/ia 6.32 1.86 0.815 0.815 0.652 1.49 1.11 02500 1/4 5.41 1.59 0.766 0.766 0.694 1.36 1.00 0.1875 a/ia 4.32 127 0.668 0.668 0.726 1.15 0.840 i -Outside dimensions across flat sides. _ "Properties are based upon a nominal outside corner radius equal to two times the wall thickness. TION SHEET IFF CUADNCULADA-2.DOC Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W 97t°Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email:jfbengCbellsouth.net n-r,%v.j uanfe rnandezbarquinpe.com PROJECT NAME g N 5T __- ENGINEER DATE ®312-1117. PAGE------------ e C o . • • ...... • L • 6666• • •• • • 6696 • • ® �. • 0 6• 6666 • • • • ••999 • • • • • • 2 C� /9 i 77 BEDRoom 3 5EDROOM2 i • I • i' • /-- ••••• 5JTM� • K.Q • • • / LNMG ••••• • T ••••Roam •• •• • •• •••• n • GARAW •� • • ..0...••••• 000 DMMG ROOM i PORCH MASTER BEDROOM ". / i, //i/ to�+aw E) r !farm, j Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.9r Avenue,Suite#240 EEE��111 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email:jtbengCbellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME N� ' 7-1� ENGINEER �' DATE -_PAGE - ----------------- ---- -T ---- ----------- - ---------I ° - - ---- - = - _. - - - 0000 0 4�(/ . . . .. . - —— - — --1- I . 4 0000. - -,- . . . . . 0000. . . . . . . 0000.. - ---- -------- ---- -�- 1 004000 "A 00 --fi - - O-\{FERNANDEZ,JUAN)\DOCS\OFF ICE MISC\OFFICE FORMS\CALCULATION SHEET)FB CUADRICULADA-2.DOC Juan Fernandez-Barquin, P.E. MR Structural Engineers 40114 2520 N.W.97t�Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building InspectorBN 3318 Email-jfbengCbellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME ENGINEER DATE 0 3/--F/T PAGE �PCT =+ ! ff • • so 0 • .T I •••••• • • • • • • I - — O:AI FERNANDEZ,JUGA-J',,DOCS\OFFICE MISCIOFFICE FORMSVCALCULATION SHEET FIE CUADRICULADA-'-CiOC Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.971'Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email:jfbengCbellsonth.net www.inanfernaudezbarquinpe.ct" PROJECT NAME ENGINEER '� DATE ®� ��/ PAGEI F07 r _. T I - - • - -4� .. ..... . . . . ...... 00 .I 0.AI FERNANDEZ,JUAN)%DQCSVOFFICE N1tSC10MCF FORMSVCALC'ULATION SHEET JFU CUADRICUL4DA-2.DOC Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.9r Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 1B State Building InspectorBN 3318 Email:jtbengCbellsouth.net mve.luanfernaudezbarquinpe.com PROJECT NAME '7ff- NE 9 .6 S ENGINEER DATE 3/2 9//7• PAGE a� --------------- - - 0000.0 00– �0:0 . . . 000000 . . I_ . 0000.. 0 0 . o — - . 0 . – 000• - --- � , . . 0000. 00000 ..0 41 a 00000 r4t_ � , r t ON FERNANDEZ,JUAN)ADOCSAOFFICE MISC\OFFICE FOR MSVCALCULATION SHEET JFE CU ADR CU LADA-2L OC J1 Juan Fernandez-Barquing P.F. Structural Engineers 40114 2520 N.W.976 Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PR 786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Enu&-jtbengCbellsouthmet wim.j nanfernandezbargninpe.com PROJECT NAME 4 ENGINEER DATE 9/�7 PAGE 2� ------------- O -4--------------- _ l j 7-, ...... . . . . . • ••• • Y 600000 6666•• • 00 • • 0 • • • • • r •!•:• • • • • !6.66 �® i i O\1 FEF NAND EZ,JUAN)\DOCS\OFFICE MISC\OFFICE FORMS\CALCULATION SHEET JFB CLI ADR ICU LADA-2.DOC Juan Fernandez-Barquing P.E. f r 1 Structural Engineers 40114 2520 N.W.97''Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email jfbengCabellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME 45- NE �T ENGINEER DATE ®� �T' PAGE 2� J_7_7 2-296 BEAM DIAGRAMS AND FORMULAS - - - For various static loading conditions - For meaning of symbols,see page 2-293 1. SIMPLE BEAM—UNIFORMLY DISTRIBUTED LOAD ••• • •• Ad•• • I Total Equiv.Uniform Load . . . -w! • • x wt •Yee• • • ••••• wl R-V . . . . . . . -2 ••••• • R Vx . . . . . . . . . . -w(2-x) •see • • • ! I • a a M max.(at center> wp see* • • •••• YE • •s• • ease Shear Mx —`7_ (!—z) • • • • • • sees• 5 wl. • Amax. (at center> . . • —384 ElEl e • Mma. • • • wx (1-00+0) Ox . . . • • n 24E1 • ee•• Moment _ • • e - 2-298 - BEAM DIAGRAMS AND FORMULAS For various static loading conditions For meaning of symbols,see page 2-293 7. SIMPLE BEAM—CONCENTRATED LOAD AT CENTER { Total Equiv.Uniform Load . . . . . 2P x P { P a a M max.(at point of load) Pt 4 cheer Mx ( when x< Amex. (at point of Toad) 4a El taomard lox ( when x<2 / . . . . . -4aEl (3l+-4x+) .- 0:\I FERNANDEZ,JUAN t\rfOCS\OFFICE MISC\OFFICE FORMS\CALCULATION SHEET JFB CUADRICULADA-2.1)OC p.-n• �. p.- Ld• 7.p B..n. DM01nY. TO IHIAN �� omnr+man. ro��ruw /X BEDROUI3 -�� ro�wa DILDTNn EbD pY PARMXK " ro$a-" 6'-T r-D• P-C D'•P r-D' D'-C 40 - md14 {P ro 10 4 wFBm %- j,'�ii��/%moi // ��i i �i / _ '• '' omnra mmmn,. , •••• DIDDiDK PNmmo1 ro Pam111Cl. •••• ---. ro�wi lOrafrdi 1 • 6 • • • •_ ••• ; • ra mr �� •• NO� ••• ! • • • WOOD JOIST, • _J l_—__—— � � � TO FWAX k ;- ••••• elasvr�laanlat • • •• • • • �' r • • P �� • • • -x, LDfEE1nY PAVmmO!y ro�ew+ %i Dweira• • • • roman • • •� • • 0*0 00 wwa ,i mmRw maa, § OmfMi PIRItB( roan i Pma enaDira mMAIMToraaw Torerox WAU a Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.Ob Avenue,Suite#240 Threshold Inspectors 0947 Dora],Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building InspectorBN 3318 Email:jfbengCbellsouth.net mvr.juanfernandez"utnpe.com Lj PROJECT NAME �5 N� 9� ENGINEER DATE O✓'S2��7 PAGE o�7 31° 4° 3j° • • • • •• • 0000•• V40 • • • _. • •• • • • • V4° • • -- 0000•• • 0000•• I • 0000•• • • 0000•• - 0000 • • PROVIDE 7 I/4°x3°x4°STEEL•IdM -- ••••• PLATE,ONE EA.FACE R LL O hflXVW : 00000 ALL AROUND. 0• 0• •• • '0000•• • 0000•• • �+ 4°x44xV4°STEEL TUBE BEAM! • i • • ••••i• SEE PLAN II • ••• • i••••i EXISTD4G • • ••• • • TIE-BEAM, TO REMAIN 3/8"x Il°x 2° �° ZII STEEL B PLATE W/4- DIAM.EXP. _ II" BOLTS W/6°EMBEDMENT. _. Ir v ® s Ole O:\(FERNANDEZ,JUAN)\DOCS\Cf FICF VISC\OFFICE FOR PAS\CALCULATION SHEET JFB CUADRICULADA-2.DOC Juan Fernandez-Barquing P.E. Structural Engineers 40114 2520 N.W.971 Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email jfbengCbellsouth.net www.luanfernandezb"u1npe.com PROJECT NAME `{S A)E 9'(f S 7' ENGINEER DATE 071®`3sa PAGE---------------- zg- I ------------- ----------------- or ..... . . . . ...... ...... 0:\(FERNANDEZ,JUAN)\DOCS\OFFICE MISC\OFFICE FORMS\CALCULATION SHEET JFB CUADRICULADA-2.DOC Duan Fernandez-Barqui g P.E. Structural Engineers 40114 2520 N.W.97tb Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:78(336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Em2>7:jfbengCbellsouth.net vnvw.juanfernandezbarqu1npe.com PROJECT NAME ENGINEER DATE ©3 9/S 7, PAGE 2� 40 'Do''s 000000 0 '04 000 so 0 0000.. ol 0000. � 0000. 0 0 0 ---------- ----------- -------- - dO- LAI To •ee 00000 00 'Is 0 000000 000 0 0000. .0 ------------------- 0 0 F+7 - 0000. zimv 1:1 1-- I _711 ------ - ---F- ---- r ye- 0:\t FERNANDEZ.JUAN)\DOCS\OFFICE MISC\OFFICE FORMS\CALCULATION SHEET JFB CUADRICULADA-2.DOC duan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.9r Avenue,Suite#240 Tbreshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PE-386-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email:jfbengCobellsouth.net ffn vnne.jnanfernandezharquinpe.c:._ PROJECT NAME 4�5_ 019" 9 0524- ENGINEER 524-ENGINEER DATE a—;71'2'y PAGE 10 9 � ———————————————T—-- — ————————— . lot •96••41 so — �- — . 6 . • . . ...... • • ..... . 6 • •0:00 — 6 . . . .6.... - 6 .9 • '6 e • • •0000 ® s 04, • • • • • • ----------- ------------------------- ------------------------ ------------ O:\(FERNANDEZ,JUAN)\DOCS\OFFICE MISC\OFFICE FORMS\CALCULATION SHEET JFB CUADR ICU LADA-2.DOC Wechanical AnchSystems oring 3.3.3 KWIK Bolt 3 Expansion Anchor 3.3.3.3.3 AIlcv,27MI719 � L e is 10'r masonry Table 39- carbon steel KWIK Bolt 3 allowable lows in c;awt-i7nd concrete masonry units',z3,=,s,� Minimum distance Shear NominalTension Ib (kN) anchor Nominal embedment from edge of block Ib (W)diameter in. (mm) in. (mm) Ib (W) 4 (102) 150 (0.7) 380 (1.7) : 1-1/8 (29) 12 (305) 1/4 (102) 540 (2.4) 445 (2.0) 2 (51) jjj4 (305) (102) 320 (1.4) 735 (3.3) 1-5/8 (41) (305) 340 (1.5) 940 (4.2) 3/8 4 (102) 1,010 (4.5) 2-1/2 (64) 12 (305) 780 (3.5) 1,395 (6.2) 4 (102) 630 (2.8) 830 (3.7) 2-1/4 (57). 12 (305) 665 (3.0) 1,465 (6.5) 1/2 4 (102) 1,080 (4.8) ; 3-1/2 (89) 12 (305) 905 (4.0) 2,375 (10.6) . 4 (102) 815 (3.6) 890 (4.0) 2-3/4 (70) 12 (305) 865 (3.8) 2,165 (9.6) 5/8 4 (102) 1, 40 (5.5) 97 (4.3) (102) 12 (305) 1,295 (5.8) 2,770 (12.3) 4 (102) 785 (3.5) 3-1/4 (83) 1,035 (4.6) 3,135 (13.8) ••••• 4 12 (305) sees sees••• 3/4 4 (102) 1,645 (7.3) 825., • s(3.7) ..•• 4-3/4 (121) 12 (305) 1,710 (7.6) 31305 ••:. 000000 ,. sees •s•s • • s • • • a �I ...... . . 00000. .. .. 00.00 0 00.ee • 0 . 0 0•••00 s • . . assess 1 as s •s• • • 00 ;0 so :a Mortar Joint 13/8, 1-3/8° Figure 6-Installation in grout-filled concrete masonry unit it 'a 1 1 www hI Anchor Fastening Technical Guide ilti.cs _e w 2016 c.(US)1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-8795000 1 Hlltl(Canada)Corp.1-8 00-363-"58 3 Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.97a'Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Emad jtbengCabellsouth.net www juanfernandezbarquin ex PROJECT NAME ¢S 5 ENGINEER DATE ®-f/Z T'117 PAGE �A i _ — 40 - • —..- �' •LF --a • • I I • • •�• • I i I _ I •••••• —ji h ---— 66/ GUl7�� o w ONFERNANDEZ.JUAN)\DOCS\OFFICEVT9 C\OFFICEFOR MS\CALCULATIONSHEET IFSCUADRICULADA-LDOC Juan Fernandez-Barqueng P.E. Y Structural Engineers 40114 2520 N.W.971tl Avenue,Suite X240 CL��11 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH.786-336-0881 Fax 786-336-0884 State Building Inspector BN 3318 Emar1-jfbengCbellsouth.net PROJECT NAME '�� A,1E 5 S T 'ENGINEER DATE PAGE i --------- I - - � f .... ....0 • •8 • GOOD • • — ••.... s • • -- I- - - --f— - - • • ••••• 0000• I l •• • 0000•• - • •• • • • • • • • • • 0000•• - - I 0000• • • • • ••• • • i J r - — —-- — - 2. C.\(FERNANDEZ,JUAN)\DOCS\OFFICE MISC\OFFICE FORNIS\CALCULATION SHEET JFB CUADRICULADA-2.1)OC P.E. Structural Engineers 40114 2520 N.W.97th Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email:jfbengCbellsouth.net www.juanfernandezbarquinpe.com PROJECT NAME S ENGINEER DATE ®��29PAGE --------------- - I so • i _ • — -—i— ' • • • • • • — i Jr. • • • -- --- ----------- ---- ---- --------------- - O�%(FERNANDEZ.JUAN)\DOCS\OFFICE MISC\OFFICE FOR(,45\CALCULATION SH,EFT)F6 CUADRICULA.DA-].DOC J Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.971"Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Email..jfbengCbellsouth.net mvw.J uanfernandezbargainpe.com PROJECT NAME �5 NE 5T ENGINEER DATE —?'��d /7" PAGE - , •• • -F- i . . d" *asses -- — �_ • •_ _-' o•o•• ••••• • 0000•• • • ••••e• e ••• L • • - r TT—————— ---;p ,e--T=1 7-6 - - - -- — tl - I - — I I -c = E-- -------------------- 0*.\(FERNANDEZ,JUAN)\DOCS\OFFICE MISC\OFFICE FORMS\CALCULATION SHEET 1FB CUADRICULADA-2.DOC J Juan Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.gr Avenue,Suite#240 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax:786-336-0884 State Building Inspector BN 3318 Emarl:jfbengCbellsouth.net mvw.laanfernandezb ulapex m PROJECT NAME Al="— 7$ 67— ENGINEER DATE ®3 Z' 17-' PAGE �I - - 0 3 r- i • •••. 6.0000 -- — � a • 01:09 •• 6666•• i *sees: goes • — I • • 6666• tf _ • • • • -- • • • I 1. — — — — — — -- — -- F X e < y ---------------------------- - S� I -57 -- i? O CiN FERNANDEZ,JUAN)t,DOCSVOFFICE DAL C\C1FFKE FORMSICALCULATION SHEET JFB CUADRICULADA•2DOC Jamesn Fernandez-Barquin, P.E. Structural Engineers 40114 2520 N.W.97th Avenue,Suite#240 tt 11 Threshold Inspectors 0947 Doral,Florida 33172 State Plans Examiner PX 1305 PH:786-336-0881 Fax.786-336-0884 State Building Inspector BN 3318 Ema>7.jfbengCbellsouth.net _b -.n PROJECT NAME ENGINEER DATE �� x� PAGE ® / / i i -- - -- Gooses •• • • ••• 0000•• F09LOA 0• • • :0000: - +— t- — - . . •• • • • • • • ow, 0000• 0000• • • 0000•• • • • • ' 0000•• 0000 0000.• 0 . •q00 0 • I O\(FERNANDEZ,JUAN)\DOCS\OFFICE MISCIDFFICE FORMS\CALCULATION SHEET JFS CUADRICULADA-2.DOC KV1/1K Bolt 3 Expansion Anchor 3.3.8 } Table 3- Hilti KWIK Bolt 3 carbon steel design strength with concrete/pullout failure in uncracked concrete1,2'3,4s A Tension-q)Nn Shear-Vn Nominal Effective Nominal anchor embed. embed. f' =2,500 psi f =3,000 psi f' =4,000 psi f.=6,000 psi f'�=2,500 psi f'c=3,000 psi f'c=4,000 psi f'�=6,000 psi diameter in.(mm) in.(mm) Ib(kN) Ib(kN) Ib(kN) Ib(kN) Ib(kN) Ib(kN) €_ 1-1/2 1-3/4 1,025 1,080 1,1W 1,330 1,545 1,690 1,950 2,390 1/4 =_ (38) (44) (4.6) (4.8) (5.2) (5.9) (6.9) (7.5) (8.7) (10.6) 2 2-3/8 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680 3/8 (51) (60) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) "`- 2 2-1/4 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680 (51) (57) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-1/2.. 4,420 4,841) 5,590 6,845 9,845 10,785 12,450 15,250 (83) (89) (19.7) (21.5)' (24.9) (30.4) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-1/2 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (89) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4 4-3/8 6,240 6,835 7,895 9,665 13,440 14,725 17,000 20,820 (102) (111) (27.8) (30.4) (35.1) (43.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-1/4 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900 (95) (108) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1) 0/4 5 5-5/8 6,880 7,535 8,705 10,660 18,785 20,575 23,760 29,100 (127) (143) (30.6) (33.5) (38.7) (47.4) (83.6) (91.5) (105.7) (129.4) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. '00000 3 Apply spacing,edge distance,and concrete thickness factors in tables 6 to 10 as necessary.Compare to steel values in table 4. •• *see •••• • The lesser of the values is to be used for the design. •• • '•" • 4 Tabular values are for normal weight concrete only.For lightweight concrete multiply design strength by Aa as follows: 000000 ••:• 000000 ` -lightweight,Aa=0.68;for all-lighteight, a=0.60for sand r 00 00• 5 Tabular values are for static loads only.Seismic design is not permitted for uncracked concrete. •000 •••• • • • • 0 I I•. '! 0 i 0000• ••• L 76_ Table 4-Steel design strength for HIM KWIK Bolt 3 carbon steel anchors' • Nominal Tensile Shear° .••.. •• •n •••••• Nominal anchor embedment q�N� V. •....• /�� 0 •o • • • • diameter in.(mm) Ib(kN) Ib(kN) . • • 000800 00..00 1-3/4 1,590 1,065 :•••• s. , 1/4 1 (47) •••� i •••� 0 • • ' 2-3/8 4,770 2,905 f 3/8 (60) (21.2) (12.9) 2-1/4 4,315 (57) 8,745 (19.2) 1/2 3-1/2 (38.9) 4,390 x (89) (19.5) >} 3-1/2 5/8 (89) 13,515 7,950 4-3/8 (60.1) (35.4) (111) 4-1/4 10,180 4, (108) 19,080 (45.3) 3/4 5-5/8 (84.9) 10,785 (143) (48.0) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 KWIK Bolt 3 carbon steel anchors are to be considered ductile steel elements. 3 Tensile(pN.=(p A.,N f.as noted in ACI 318-14 Chapter 17. 4r 4 Shear values determined by static shear tests with OV.<q)0.60 A,v f�as noted in ACI 318-14 Chapter 17. zk: Hilt,Inc.(US)1-800-879-8000 1 www.us.hilti.com I en espa(iol 1-800-879-5000 1 HIM(Canada)Corp.1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 331 3.3.8 KWA E®It 3 Expansion Anchor r x� Table 9-toad adjustment factors for 5/8-in.diameter KWIK Bolt 3 carbon steel anchor in uncracked concrete'2 518-in. a rn KB3 Spacing factor Edge distance Spacing factor Edge distance in shear Conc.thick,,s carbon steel in tension factor in tension in sheaO 1 toward edge II to edge factor in shear° uncracked concrete f f RN f AV f RV f RV f RV ) LF Embedment h� 3-1/2 4-3/8 3-1/2 4 3/8 3 1/2 4-3/8 3 in. (mm) (89) (111) (89) (111) (89) (111) (89) (111) (89) (111) (89) (111) 1-3/4 (44) n a n/a n/a 0.32 n a n/a n a 0.07 n/a 0.14 n a n a 2 (51) n a n/a n/a 0.34 n a n a n/a 0.08 n a 0.17 n a n/a 2-1/8 (54 n a 0.59 n a 0.34 n/a 0.53 n a 0.09 n a 0.18 n/a n a m 2-1 4 5 n a 0.59 I 0.39 0.35 n a 0.54 0.14 0.10 0.27 0.20 n a n a 2 2-38 60 0.63 0.60 0.40 0.36 0.55 0.54 0.15 0.11 0.30 0.21 n/a n/a 0 2 1 2 (64 0.63 0.60 0.41 0.37 0.55 0.54 0.16 0.12 0.32 0.23 n/a n/a 3 6) 0.66 0.63 0.46 0.40 0.56 0.55 0.21 0.15 0.42 0.30 n/a n/a 4m o E 4 (102) 1 0.71 0.67 1 0.55 0.47 0.58 0.56 0.32 0.23 0.55 0.47 n/a n/a CD 5 12 0.77 0.71 0.67 0.55 1 0.60 0.58 1 0.45 0.33 0.67 0.55 0.63 n/a , � 6 (152) 0.82 0.75 0.80 0.63 0.62 0.59 0.59 0.43 0.80 0.63 0.69 0.62 7 178 0.87 0.79 0.93 0.74 0.64 0.61 0.75 0.54 0.93 0.74 0.74 0.67 i m 8 203 0.93 0.83 1.00 0.84 0.66 0.63 0.91 0.66 1.00 0.84 0.79 0.71 9 229 0.98 0.88 0.95 0.68 0.64 1.00 0.79 0.95 0.84 0.75 v 10 254 1.00 0.92 1.00 0.70 0.66 0.92 1.00 0.89 0.80 0) 11 (279 0.96 0.72 0.67 1.00 0.93 0.83 'I 12 305 1.00 0.74 0.69 0.97 0.87 14 (356) 0.77 0.72 1.00 0.94 16 406 0.81- 0.75 1.00 18 (457) 0.85 0.78 �) 20 508 0.89 0.82 24 (610) 0.97 0.88 • •• I ' >30 (762) 1.00 0.97 . •••• •• • • Table 10-Load adjustment factors fo3/4-' .diameter KWIK Bolt 3 carbon steel anchor in unClackLd concretef2 ••••;.;;;.4•: ( 3/4-in.KB3 Spacing factor Edge distance Spacing factor Edge distance In she r Oonc.thiclQlq,%% f carbon steel in tension factor in tension in shear3 1 toward edge •u tqge efeetor in shbar" uncracked concrete fAN f f f • RN AV qy •••• HV f •••• ''> Embedmenthn. 4-1/4 5-1/2 4-1/4 5-1/2 4-1/4 5-1/2 4-1/4 5-1/2 5-1/2 4-1t4 5'1'/2• in. (mm) (108) (140) (108) (140) (108) (140) (108) (140) jijJ$�.• (140)• •(18s!) (f4Uj•;•, 2-1 64 n/a n/a n/a 0.42 n/a n/a na 0.09 ae e 0.18 tea n/a 2-3/4 0 n/a n/a 0.36 0.44 n/a n/a 0.15 0.11 .31 • 0.21 • n A/A •' 3 6) n a n/a 0.38 0.45 n/a n/a 0.17 0.12 .35 0.24 • n/a ' - .a m 3-1/4 83 n/a 0.61 0.40 0.47 n/a 0.54 0.20 0.14 d. • ' 0.27 ..n/a* a • 3-1/2 (89) n/a 0.62 . 0.41 0.49 n/a 0.55 0.22 0.15 0.41 0.30 n e. n/a 0 3-3/4 (95 0.67 0.63 0.43 0.50 0.57 0.55 0.24 0.17 0.43 0.34 n/a n/a 0 4 102 0.68 0.63 0.45 0.52 0.57 0.55 0.27, 0.18 0.45 0.37 n/a n/a E 4-1 114 .0.70 0.65 0.49 0.56 0.58 0.56_. 0.32 0.22 0.49 0.44 n/a n/a 5 (12 0.72 i'0.67' 0.53 0.59 0.59 0.57 0.38 0.26 0.53 0.52 n a n/a 6 152 0.77 0.70 0.62 0.67 0.60 0.58 0.49 0.34 0.62 0.67 0.65 n/a 7 178 0.81 0.73 0.72 0.75 0.62 0.59 0.62 0.43 0.72 0.75 0.70 n/a m 8 203 0.86 0.77 0.82 0.84 0.64 0.61 0.76 0.52 11 0.82 0.84 0.75 0.66 0' 0 9 229 0.90 0.80 0.92 0.95 0.66 0.62 1 0.91 0.62 0.92 0.95 0.79 0.70 10 254 0.94 0.83 1.00 1.00 0.67 0.64 1.00 0.731 1 1.00 1.00 0.83 0.74 ` y 11 279 0.99 0.87 0.69 0.65 0.84 0.87 0.77 12 305 1.00 0.90 0.71 0.66 0.96 0.91 0.81 c CO 14 356) 1 0.97 0.74 0.69 1.00 0.99 0.87 CO 16 406) 1 1.00 0.78 0.72 1.00 0.93 18 457) 1 0.81 0.74 0.99 20 (508) 0.85 0.77 1.00 '`: 24 610) 0.92 0.82 30 62 1.00 0.91 ,q >36 914 0.99 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors(e.g.for a 4 anchor pattern in a corner with thin concrete member)the design can become very conservative. t ; To optimize the design,use Hilt!PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. , 3 Spacing factor reduction in shear,fA,,,assumes an influence of a nearby edge.If no edge exists,then fAl.=f.- 4 Concrete thickness reduction factor in shear,f,assumes an influence of a nearby edge.If no edge exists,then f R„=1.0. O If a reduction factor value is in a shaded cell,this indicates that this specific edge distance may not be permitted with a certain spacing(or vice versa).Check with table 5 and figure 2 of this section to calculate permissable edge distance,spacing and concrete thickness combinations.Use of Hilt!KWIK Bolt31 anchors ~w with edge distance and spacing dimensions smaller than what is noted in this table is permitted. } 334 HIM,Inc.(US)1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti(Canada)Corp.1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 110 POINT ALONG GOLIKITER TO BE MORE THAN 'C - CONTRACTOR: 2 FE7 410M G.F.1 PROTECTED RECEPTACLE �M RECEPTACLE ON 20 AMP CKT PUT�10 RECEPTACLE UNDER SINK. IMSTru AC AW 6-F! PROTECTED ALL,ru\IED APPLIANCES ON DEDICATED CKTS._ ply AV ELECTRICAL ke DISCOIX NNECT SERVICE INC. db 17 V FELIX NEGRIN OWOKUCARYON MONOXIDE DETECTORS. Certified Electrical %Y AND ALL CLOTH AND RUBBER Contractor e'01V0(1CV,1RS TO BE REPLACED, Lincense: BR 3 SCM OF WX14. tNTAUNWIS1 CAK EC13004404 -0 &EX WATHOafAD WOM AT 504 SW 120 Ave OA4W LOCATiat TW*M WM AS BR 2 2.NOTAI.I.M KffafN WWO NOROW TO POW Wmm & ASS ON KAK M iami, FL. 33184 F"tI REPLACEOUTLETSEXISTM OUT P18WNN= UN WN,OWOMW CKLIM AT 8"LCAT106 F"empa mw pW"?WWLm" 4.INSTALL NO MM 41IM30N WASH40 PFAR MONO=DETECTORS AS OHM Ex loxTALL AHU 9d NEW ♦ Q. C A Ego PANM TO A (D(61 ALL r KI EN 10s, LIVING HALL x N ROOM BATH 1 EXIBTddGi LEGEND : , -rK I I T 4 op REFGARAGE ,a H -AHU BATH 2 DUPLEX C04YENIME OUTLET(12'AFF.TYPICAL) EXO EXISTG TO BE REPLACED MOM C+1 GWUND FAULT NMWRUFTER DUPLEX aW f=220Y OUTLET DINING RM 40 [D AMTION BOX(TOR PAN',ETC) ) ® SMOKE DETECTOR PORCH MASTER 0 CARSON MONOXIDE DETECTOR B R [M TEL"ICN CAME JA X CIMIT MAKER BOX Zayas Residence ELECTRICAL WORK 45 NE 98 St. scale: ELECT Miami Shores, FL. C _0" EELECTRICAL REV W p ?&1e APPRC)V,�_D r CONTRACTOR: AV ELECTRICAL . SERVICE INC. REPLACE WEATHER HEAD t CONDUIT- FELIX N E G R I N COORDINATE WITHFPdL Certified Electrical Contractor Lincense: METER CAN DISCONNECT EC13004404504 S�l 12 0 Ave O (22,000 A.I.CJ EXIST'G TYPICAL MAIN Miami, FL. 33184 NEMA 3R PANEL 120/240 GARAGE 150A 150A , 10000 AICS THUN (CU) 11/2'C %(CU) - 3/4-C 1-5/8' COPPERCLAp ' GROUND ROD 10 FT. LONG CWP (METAL) EXIST'G- CONTRACTOR TO VERIFY OR PROVIDE TFx -.'.LREVIU\i YJy Zayas Residence ELECTRICAL WORK �c 11 adv _ EoTE 45 NE 98 St. scale: Miami Shores, FL. tl TYPE ITE ( EXISTING ) MAIN BUS LUN I ICAC I OR-0 SERVICE _ I# VOLTAGE _ 120/240 �I ( AIN PANE L FED NBY: 50 MGs _ AV ELECTRICAL MOUNTING WLL OUTSIDE EXIST G KIT A.I.C. 10000 SERVICE INC. WATTS. DEBCRIPTIOR WIRE BRK CIR CIR BRK WIRE DESCRIPTION. W,4TT8. FELIX N E G R I N 113,mm SMALL APPLIANCE ''2 2m 1 2 lb ' GENERAL RECPT Certified Electrical �mm >�mGMALL APPI.IANCE 012 20 3 4 lb •E CbE ERAL RECPT/LIGHT Bmm• GENERAL RECPT/LIGHT •E 8 I6 Contractor SPARE ��RCPT/LGHT SPAREr Lincense: CiENER-'` RECPT "' ' NEW CIR. EC13004404 >z zm °! Im 2m •>z MICROWAVE N1mm C10m E�- DI8F�1lASFER •E 20 11 12 20 SPARE eI04 S 12 0 REFlSERATOR •E 14 2m 13 20 SPARE Ave NEW CIR. 1p" GENEROAL RECPT/LIGHT/KITCHEN •0 20 * • 20 12 GENERAL RECPr/LIGHT am Miami, FL. 33184 a�mmm STOVE •8 so n 18 SPARE 19 20 SPARE • BATHROOM RECPT/WI •12 20 21 22 SPAM SPARE •12 20 23 24 SPARE SPARE 29 26 90 AC CO 1NIT MAIN PANEL LOAD CALCULATION, • 6,000 SPARE 21 28 8 NEVI CIR 210M INSTANT WATER HEATER % 90 29 30lYY Sm 31 32 SPARE 2000 SQ—FT ® 3 WATTS/SQ FT 6.0 SPARE 33 34 SPARE (3) 20 AMP SMALL APPL. CKT ® 1500 WATTS EACH T }5 WASHINGS MAC 4I E •10 30 38 S RANGESPARE REFRIGERATOR 1.0 DRYER 010 30 31 38 DISHWASHER 38 40 90 •e AIR HANDLER 1.2 NEW SMALL APPLIANCE Teem MICROWAVE ANCE •12 20 3!3 38 ' 1.0 24,900 810-TOTAL DRYER SIS-TOTAL 16,800 WASHER "3.0 /'2. � � e. C � 1.2 A, WATER HEATER /�� 21.0 `a e '� �.e�.� �l fes' �1� TOTAL WITHOUT DEMAND 48.9 FIRST 10.0 KW ® 100% 10.0 NEXT 39 KW ® 40% 16.0 AHU ( 1.2kW FAN + STRIP HEATER 7.5 kW ® 65W 6.1 32.1 25.1 X 1000W 134 AMPS 240V Zayas Residence ELECTRICAL REVIEW fAffiY i>" � 45 NE 98 St. APPRO�'ED� -'��,�� ____� Miami Shores, FL. SCOPE OF WORK w CDrl 1.WINDOW AND DOOR SCHEDULE TO SHOW WINDOW SCh EDU LE a m AND VERIFY THE WINDOW/DOOR ENERGY W co EFFICIENCY RATING PER MANUFACTURER SIZE 5YM TH R REMARKS g x WIDTH x HEIGHT Ng z o w y Z 1 /233 19" X 38 3/8" 3/ 1 G" U FACTOR-1 .07 SINGLE "UNG a � U N3040 o S 37" X 5 1 " 3/ 1 G" HORIZ'T ROLLING U FACTOR-1 .08 24 37" X 5 1 " 3/ 1 G" CA5MENT U FACTOR-I .OG CA5M' / 5511 X 5 1 " 3/ 1 G" "OST U FACTOR-1 .08 DATE ROLLING 16"E 2017 24 37" X 5 1 " 3/ 1 G" 51NGLE HUNG U FACTOR-1 .07 SH 5HGC-O.G3 3041 H 3 2" X 4211 3/ 1 G" ROLL NG U FAryTOR-1. 08 1930 1911 X 39" 3/ 1 G" FIXED GL. U FACTOR-1 .03 5311 X G511 3/ 1 G" FIXED GL. U FACTOR-1 .03 I 1911 X 3911 3/ 1 G" FIXED GL. U FACTOR-1 .03 Lv U z Q J L- DOOM 5CH EDU LE cn 00 N www O SIZE � z N SYM WIDTH x HEIGHT T� � REMARKS Q LoQ 1 3/4° FULL GL, ENTRANCE DR U-FACTOK:1.04 10 3'-0°x6'-8° CAT, 2 SAFE GL. 5HGC:0.48 Q N 31-0°x6'-8° 1 3/4° FULL GL, FR DR, USHrCO0. .484 CAT, 2 SAFE GL. 4 EXISTING AC WIT El' /"�`,tv r E 0606•• •• • •s.•s° A�� i `t!^� � l' "` y 0666•• • 0660 • • 00:990 CON TRAGTQR: 6....• �'d • s• • •• 0066° • •• 0600 .•.••6 A Cama(�;A. •; BR 3 Mecha6icdl Contractor LLC"•.: ' BR 2 1030 SIN 117th Ct. EXISrA Unit D12 1 -1, RECONNECT M iam i FL. 33184 EX18'G State of Florida I CMC 1249978 I CT . I KITCHEN i LIVING Sri ROOM BATH 1 I I I GARAGE ❑ BATH 2 BCOFE OF WOM RELOC, AW —— �I.ocATE EXISr'G AI�J ro L--moi I I REMOVE EXISTYa AFiJ J I I �� RECONNECT2.REh40VE EXTRA DIST WORK AND RELOCATE I I �� i EXISM 3.CLEAN ALL DUCTS 4_REINSTALL DUCT CONNECTIONS AS REWIRED 5.PROVIDE RETURNS FROM ALL DINING M ISTri DUCT IN ATTIC BEDROOMS , VENTS TO =_ REMAIN I H 1 ' PORCH i I MASTER BR =- Zayas Residence MECHANICAL WORK 45 NE 98 St. scale: f1"=1'-0» Miami Sh ores, FL. iAONOXIDE DETECTORS. ANYAND ALL `LOTH:SND RUBBER ATED CONDOCTORS TO BE REPLACED. TO BE MORE THAN CONTRACTOR. 1EXISTCa AC ROTECTED RECEPTACLE WmFlwssm a AV ELECTRICAL CXGOOI� CT SINK iINDE S SERVICE INC. i,I N C, 11 �j E D I hC &DISCONNECT IX FELIX NEGRIN F1J Certified Electrical BARO'bM HECEPTACLE ON 20 AMP GKT Contractor AND&F.1 PROTEMO Lincense: BR 3 SCOICE OF WOW I WALL NMI METER CAN, EC13004404 DISCONNECtANDSET @r EX WAT14RRHEAD Wr*M AT 504 SW 120 Ave 6D aIRRENT LOCATIM TO-M UAM NESOW TO POLE EXTMO EK BR 2 1 STALL NEW KIT00 FDOWES Miami, FL. 33184 UWATMWEAV-AS AS BROWN ON M-M PER FPI L. PFROvIDE 3.REMACE EWING OUTLETS 9>18C40"CT WITH NEW,GROLINDED OUTLETS AT FW PAWLPROVIDEM N &"LOCATIONS 00 so•:* DEDICATED OUTLETS FOR • • ULASHIER AND DRIER MONOXIDE INSTALL NEW SMOKE 4 CANON 00 0 GO MONOXIDE DETECTORS AS SHOWN 0 0 0 699:96 •00 a S.REINSTALL A4U IN NEW dr LOCATION Ex HW • ...... 0000 EXISTING 50 AMP GFII19 •• 0000 Goes* PAI-61-TO IIA •• 00:0 a 0 0 o:0 .69, KI+GHEN LIVING HALL GFIJ 00 1 571 35 RE BATH :0*so: j is ROOM Cr AWU- pw4 'SC°I�C® ° O so GARAGE 1% 1 35 LEGEND . so BATH 1.1615 1 -:AH]U 2 (t I)upLEx CONVENIENCE OUTLET mr Aj:r..TYPICAL) II EX0 EXIVG TO BE REPLACED it 9-EX 0 GFI GROUND FAULT INTERRUPTER OWLEX OUTLET @ (D ..V 220Y OUTLET DINING RM q JUNCTION BOX("FAN,ETC) �EX H @ SMOKE DETECTOR I I t PORCH MASTER CARBON MONOXIDE DETECTOR BR TELEVISION CABLE JACK dIX WX ® CIRCUIT BREAKER BOX Zayas Residence ELECTRICAL WORK 45 NE 98 St. scale: A"=1$-0" Milamil Shores, FL. ' W -V�'/ E�4T CONTRACTOR: AV ELECTRICAL SERVICE INC. REPLACE WEATHER HEAD 4 CONDUIT- FELIX N E G R I N COORDINATE WITH FP4L Certified Electrical Contractor Lincense: METER CAN DISCONNECT EC13004404 5 04 S� 12 0 Ave O (22,000 A.I C) EXIST'G TYPICAL MAIN Miami, FL. 33184 NEMA 3R PANEL 120/240 •••• GARAGE • 150A 150A •••• •••••. 10000 AICS � � � • 000.0. .00000 0000 000. 0 0 000• •.0• •000• . • •0000• • •• •000• . . • 0 • .• .0 00.0 •0000• • 3"1, THWN (CU) 11/2-C :00:9: • . . . . 0000.. 0.000. . 0000.. 1-5/8' COPPERCLAD GROUND ROD C 10 FT. LONG WP (METAL) EXIST'G- CONTRACTOR TO VERIFY OR PROVIDE Zayas Residence ELECTRICAL WORK � � , � Yom+__- - ` - 45 NE 98 St. » » scale: _� -o ��f ,, :i�w Miami Shores, FL. TYPE ITE ( EXISTING ) MAIN BUS CON I ICAC I O x: RVICE 1,0 VOLTAGE 120/240 MAIN PANEL MAIFED BY: AV ELECTRICAL BY: 50 4 MCB MOUNTING W,4LL OUTSIDE EXIST'G KIT A.I.C. 10,000 SERVICE INC. WATTS. DESCRIPTION. WIRE BRK CIR CIR SW WIRE DESCRIPTION. WATTS. sa FELIX NEGRIN 20 11•12 •1GENERAL CT ew � .f.e d Electrical e c t r. c a l80SMALL APPLIANCE t8 Certi i 1800 SMALL APPLIANCE •12 20 3 4 0 012 GENERAL RECPT/LIGHT 1500 Contractor ' GENERAL RECPT/LIGHT •12 18 8 6 18 IOU GENERAL RECPT/LIGHT . SPARE 18 l 8 S SPAR L i n c e n s e. ' GENERAL RECPT/LIGHT •12 20 9 10 20 •12 MICROWAVE 1200 NEW CIR. E C 13 0 0 4404 1200 DISHWASHER •12 20 11 12 20 1 SPARE 504 S W 120 Ave 1000 REFRIGERATOR •12 20 13 14 120 1 SPAM Miami FL. 33184 NEW CIR. 1800 GENERAL RECPT/L IGHTXITCHEN •12 20 18 16 20 •12 GENERAL RECPT/LIGHT 1300 f e000 STOVE 8 Il 18 SPARE 19 20 SPARE • BATHROOM RCPT/GFI •12 20 21 22 SPARE SPAR 012 20 23 24 SPARS MAIN PANEL LOAD CALCULATIOIg SPARE 28 26 AC COMPRESSOR UNIT 6,000 • • • . 82 08 •• • • :•: • •• SPARE 21 28 0000•• •• • •s••.• Be 29 30 •.•i•• • kW • • 0000•• NI CIR 21000 INSTANT WATER HEATER 2000 SQ-FT 0 3 WATTS/SQ FT '60000. 666996.0 ' • 80 31 32 SPARE •000 0000 0000• SPARE 33 34S,egR (3) 20 AMP SMALL APPL. CKT ® 1500 WATTS EAgW, 4.5 •,:,,• FARE REFRIGERATOR RANGE 0*•00• x••:.1.0 0000•• 1800 WASHING MACHINE • • 10 30 38 36 • 3l 38 • • • • •0••0. 8000 DRYER 010 30 DISHWASHER :....1.2 , 39 40 8m 0& AIR HANDLER l° •• • ••• 000.00 MICROWAVE - j 0 • • NEW CIR. 1°-+00 SMALL APPLIANCE •12 20 38 36 DRYER o f 5.0 24,800 "-TOTAL � SUB-TOTAL 16,800 WASHER 1.2 Arl c ?=#ei 4� � �`�� C'�t��s� A l® WATER HEATER 21.0 TOTAL WITHOUT DEMAND 48.9 FIRST 10.0 KW ® 100% 10.0 NEXT 39 KW ® 40% 16.0 AHU ( 1.2kW FAN + STRIP HEATER 7.5 kW ® 652 6.1 32.1 25.1 X 1000W 134 AMPS 240V Zayas Residence 45 NE 98 St. ELL ��=w�,�* Miami Shores, FL. l APP R F nl/l, r SCOPE OF WORK 1REPLACE COLD*0 HOT WATER LM V CPUC. 2.INSTALL NEW FIXTURES IN SATHR'D"AND KITCHEN 3.INSTALL NEW CLEANOUT. •••. SANITARY TO REMAIN-ADD ; ••• '•...• ...... CLEANOUT AT KITCHEN. =• • • ••. • •. • • C 0 N TR A •AOR;.:. B R Miguel CaLrera:• All C *-%"64 i e s••;'• •.•••• PIumbiBp e �n �: In • 4xs,W - 3621 Wes? 2nd'••Gr. 5 �® Hialeah FL. 33012 NEW14WHW State of Florida - INV �V HW HW HW NY HW HV HW-HW HW H N CW HVNYHW CFC 1429317 - ---- - - (AE�01rE 1/2' HW KITCHEN �W LIVING HALL z r FL X ROOM �� BATH 1 G- ARAGE LH AHU BATH 2 a 9 DINING RM PORCH MASTER BR PLUMBING WORK Zayas Residence scale; 16 45 NE 98 St. Miami Shores, FL.