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RC-17-1505Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. RC-6-17-1505 Permit Type: Residential Construction Work Classification: Alteration Permit Status: APPROVED Issue Date: 8/14/2017 Expiration: 02/10/2018 Parcel Number Applicant 426 GRAND CONCOURSE Miami Shores, FL 1132060170070 Block: Lot: HERIBERTO CRUZ Owner Information Address Phone Cell HERIBERTO CRUZ 1000 NE 96 Street MIAMI SHORES FL 33138- 1000 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) HOME OWNER Phone Cell Phone Valuation: Total Sq Feet: $ 11,000.00 382 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: replace kitchen cabinets and sink r Classification: Residential Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $6.60 $4.95 $4.95 $2.20 $5.00 $330.00 $9.00 $8.80 $371.50 Pay Date Pay Type Invoice # RC-6-17-64234 06/06/2017 Credit Card 08/14/2017 Credit Card Amt Paid Amt Due $ 50.00 $ 321.50 $ 321.50 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Electrical Review Electrical Review Planning Review Structural Review Mechanical, Review Plumbing Review Plumbing Review Building Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for EL CTRI L, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF a T: certify that all the foregoininfor ' -tion is accurate and that all work will be done in compliance with all applicable laws regulating construction a d zoni Futhermore_ I authorize ab .�i med contractor to do the work stated. Authorlz n • ure: Owner / Building epartment Copy August 14, 2017 / Agent Date August 14, 2017 1 JOB ADDRESS: BUILDING PERMIT APPLICATION BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ELECTRIC ❑ ROOFING c' CE1VED JU 6 2017 S�'ti1 FBC 2011 Master Permit No. Q\C \1 —) §0 5 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Cap, / 6, Can ..d1 City: Miami Shores County: Folio/Parcel#: 1 H 32-0(c" u! ) D 0 0 Occupancy Type: Load: Constru Miami Dade Is the Building Historically Designated: Yes Flood Zone: Zip: 3 NO BFE: FFE: OWNER: Name (Fee Simple Titleholder): en h C. r12 'r A Am41kPhone#: (oZP "Jca Address: 'If c,---d W "4, G0 s-e- City: 1 A"m i S State: (1_— Zip: ; l2 g- Tenant/Lessee Name: h% % Email: -cici. t¢ C ry Z. CO ,-' i / . (-'n Phone#: N /-41 CONTRACTOR: Company Name: N / Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: 7q Phone#: Address: City: State: Value of Work for this Permit: $ III 000.- Square/Linear Footage of Work: Zip: 3F2 Type of Work: ❑ Addition t lit ��.0,, ; ❑ New Repair/Replace n Demolition Description of Work: gar 1G.:*` ' �r d• L , isED ne'-nr^d. S > o1 k lc,r �► tG�nec� ora� `f''� ..Q� r3Drr) `Rooms 4'1 (cs p4. tr- Specify color �ofcolor thru tile: y Submittal Fee $ `�"jPOACk Permit Fee $ 33D CCF $ 0 • (0.0 CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Li • l Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 321 sO (Revised02/24/2014) 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 IMPROVEMEIItTTO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH-YOUR'LENDER'OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." 0,21,ryia.'i�, Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property'is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signa OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this lJ day of ufre , 20 n , by day of , 20 , by rPoe (4-Q Go , who is personally known to , who is personally known to me or who has produced r1'\/'Q t Uc' as me or who has produced as identification and who did t NOTARY P identification and who did take an oath. NOTARY PUBLIC: i 44 P. (N,. g' if q Sign: �.�.► ♦9 - Sign: ,. ...., Print: • Yd 1 e-V-© Print: Seal: ,off,& Y ADYPRI 0 Seal: ` ., ''' MY ISSION Y 14031 -• lai EXPIRES: March 25, 2019 AjeQ:' Bonded Thru Notary Public Undenrrders giel APPROVED BY Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) OWNER BUILDER DISCLOSURE STATEMENT NAME: 14 Eg_ i 5 E eT7.> 2 fZ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 6, 1111 � / / ADDRESS: LP-CoC �U' T� 6-7 l 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 requiredby 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. I 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, ma act a y on contractor with.certain restrictions even though I do not have a license. Initia 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I 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 ins -ad 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 perm � cyy racts. Init 4. I understand that I may build or improve a one family or two-family residence or a farm outbuildi g. 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 improvemyself is sold or leased within 1 year after the construction is complete, the law will presume that 1 built or substantially improved it for sale or h;violates the exemption. Initia 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the constru Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise perso orking on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law ty or municipal ordinance. Initi 7. I 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 are of the limits of my insurance coverage for injuries to workers on my property. Initia 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contra�o 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 1 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. I agree that, as the party legally and financially responsible for this proposed Construction activity, I w 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 regu Initi a 10. I understand that I may obtain more information regarding my obligations as an employer from the Int-rn.0venue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may !.ntact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and unders legally and financially responsible for the proposed construction activity at the following address: Ini 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to a this disclosure. Ini at I am the party 4rif n of tth cation that I have provided on 40,0/1 �L Licensed contractors are regulated by laws designed to protect the public. If you contract with a person w?% does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be able 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 Oi day of`1 , 20 (�- who was personally known to me or who has Produced there License or 'FL- V12_1lz_ U1/4-orti as identification. ^ ^;� 3►ate of Florida i ,' S•' gn.fL%yR7 oQ „rnasston FF 156750 cr°� *r- 4-, ) '63/2018 July 7, 2017 To: Ismael Naranjo, BO, CFM Building Director As per our conversation on July 6, 2017, I talked with Nestor Cueto, structural engineer about the typical wall detail and integrity of floor joist for the replacement of floor tiles and kitchen cabinets. Nestor Cueto reviewed the house plans and home and said the family room is a concrete slab so replacing the tiles would not have any structural issues in that part of the house. The kitchen and adjacent hall have oak floors and our solid and will not be impacted with replacing the tiles in that area of the house. The remaining of the house has oak floors and those will remain the same and will not be impacted with changes. I am attaching a copy of the foundation plan where it states the family room is a 4- inch concrete slab with GI mesh. Also, I am submitting a copy of the typical bearing wall section from the house plans. •• • • •• In addition, I am submitting floor plans of the areas of the house where the work • • will be completed. '•• ' Please advice if this meets requirements for our permit approval. Thank you, Heriberto Cruz 426 Gran Concourse Miami Shores, Fl 33138 mac. (""" - ��� FY • .... .... • • . . • • • • . . ... . . . •• • .... .. • . . • • • • • • • • •• • • • • •• • ••• • • • C U ETC) ENGINEERING NESTOR A. CUETO, P.E. President Structural Engineer 4967 SW 74th Court Miami, FL 33155 WWw.cuetoengineeri ng.com 0: 786.563.3056 M: 954.260.8002 E: ncueto@cuetoeng.com .•.. . . • • I. • • • .. • •• • ••• • • • •• • • • • • • •••• .... ••• • • • • • •• •• •• • • • • . • • • . • • • • • • • • ▪ • •• . ••• • • • Building Sketch c. U Pe vf' In.i o r Borrower Heriberto Cruz & Humberto Armeda Property Address 428 Grand Concourse City Miami Shores County Miami -Dade State FL Zlp Code 33138 Lender/Client United Wholesale Mortciatie i-4 1-1 24' Open Patio 33't FFanyily Roo Bedroom Bath Bedroom Living Room 12' o 10' Kitchen Dining 15' TOTAL Sketch bra 6 n od4 Mt. rt Covered Entry 8' Area Calculations Summary 28' aster Bedroo Ida ter Bath NJ NJ • • • . • . . .' . . . • .. 1Car;" !a Garage •- • • t . • . • ..• . .• 12' First Floor IMEr ...:i;..Kµ Y "dG7747r.`:inc1r.ys iat sJ,'.._ea`�Ieigtia 1690 Sq ft Total Living Area (Rounded): 1690 Sq rt 'Non ?.`.. Concrete Patio 264 Sq ft 1 Car Attached Open Porch 276 Sq ft 40 Sq ft 22 x 12 = 269 15 x 15 = 225 27 x 33 = 891 31 x 10 = 310 11 x 24 = 264 23 x 12 = 276 Bx 5 = 40 t'GLrn1� v, Room 4 rr SIccL -I- r'- . — ga_r la Ti S.es 12¢e lacsz --t (es k,.)-chin he ?( D0.1G .c.i„ p iG• iza-b i na- Form SKT.BLDSKI - "TOTAL" appraisal software by a la mode, Inc.-1-800-ALAMODE • • • • • .. • .. • •. . .. • .. • . •. . • • • .• • • •.. . • • •. • • • •• • • • • • • •.. • • ••• •• •• . •. •• • • %'Y1 i ( ,0 +u1dk, z .�: •• • • . • • • • • • •••36•• • • • • 2.4 • •••• • • • • •• • • • •• • • •• • •• • • • •• • • • • . . • • •. 24 • • ••• • •. • • (PO• ••• •• • • • • • • • • 24 Lk r 1\11) n 2 L-Z C'1 c7 qJ ( IJ-ptp vd,i20 E _, n.1 r 9 t'p t • • • • • • • • • • •• • • • •• •• • • • • • • ♦ • • • • • • • • • • • • •' • • • • • • • • • • • • • • • • • ••• • ••• • • • • a • • • • • • • • a 4 • • a • • • • • • • • •••.: • •• • • • • • • • • • • •t• • :4'G • fc(.".r*i Ii%ES4�' 44/ i a 1st L:w., Z,fLoJ:' 44:41'4 /tE for o ,3i 4. -4' '#,M' ;010: dshp cove Je $4 4 CCIP•CA •. TRceldes. 0.454/FW re4Z 411 .�...... 5iCTfd(/ tot 4ws".`•iTii,-.5 Ai. Jr •• • • ••s • • Pair roI 0 #2 63 #4 107 [05/30/17] Room # 1 NO POINT ALONG COUNTER TO BE MORE THAN 2 FEET FROM G.F.I PROTECTED RECEPTACLE. PUT DPW RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. • • • •• • • • • • • • • • •••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • •• •• •• • • • • • • • • • • • Not To Scale • • • • • • • • • • • • •• • • ••• • 2D 3/4 36 19 #5 37 • 4 6 (-7/8) 36 71 [05/30/17] Room#1 - Wall#1 ..Win71 ( 38 r---16 11/2 •... • • • • ••.. • • • •• • •••• • .• •• • • •••• • • • • •• •• • • • • • • • • •• • 24 • •••• • • •••• •••• • • • • ••• • 4 2 11 1 1 Not To Scale •• • • • • • • • • • • • 114 1/2 GENERAL CARPENTRY MARBLE_GRANITE CORP 1461 16 AVE SW NAPLES, FL, 34117 96 42 18 [05/30/17] Room # 1 - Wall #2 . •.. • • •• ••.• • • . •• • • • • • • .• .. • • Not To Scale • • • • • • • • •••• • • • • • • • • • • ..• .. • .• • • • • • • ..•. . • • • • • • • ••. • •. 30 (-7/8) • • 4 • • • • • •. • 32 ..Win32 1 D (-24) L. i 0 0 0 ..DW24 34 s 1/2 24 • • • • • • • 63 GENERAL CARPENTRY MARBLE_GRANITE CORP 1461.16AVE SW NAPLES, FL, 34117 • 1 1/2 34 1/2 • 341n 8 / 24 [05/30/17] Room # 1 - Wall #3 24 ••.. . • • . •••• • .• •• • • •••• • • •••• • • •• •• • • • • • • • • •• • •••. • • • ••• • • • .••• • • .•• •••• • • • • .• • • • • ••• . Not To Scale • • • • • • • • • • • 48 GENERAL CARPENTRY MARBLE_GRANITE CORP 1461.16 AVE SW NAPLES, FL, 34117 34 1/2 [05/30/17], Room # 1 - Back of Wall #3 34 /2 24 8 •••• • • • • • • • • • •• • •• • •••• • • • • •• • • Not To Scale • • • • •••• •••• • • • • •• • • • • • • • • • • ••• •• • • • • • • • • • • •• • •••• • • • •• • • • • • • • .• • • • • • • • • • GENERAL CARPENTRY MARBLE_GRANITE CORP 1464 16 AVE SW NAPLES, FL, 34117 96 24 72 36 [05/30/17] Room # 1 - Wall #5 3/4 1/4 24 19 2 36 3/4 i 1/4 •••• • •• • • • • .••• •• • •••• • • • •• • • Not To Scale • • • • • •••• •••• • • • • • • •••• •••• • • •• •• • • • • • • • •••• i • • • • • • • • • • ••• • • • • • • •• • ••• • • • • • •• 37 Building Sketch Borrower Heriberto Cruz & Humberto Armeda Property Address 426 Grand Concourse City Miami Shores County Miami -Dade State FL Zip Code 33138 Ofig&lient United Wholesale Mot -tone RECEIVED 0 6 2017 24' Open Patio 33' Bedroom Bath Family Room Living Room • • • • • • • • 12' *** ** 10' • • • • • • • • • Master Bedr:ob •• •• 71- •.• : Kitchen Master tattle. •• • Dining Bedroom 15' TOTAL Sketch by e la mode, Inc. Covered Entry 8' Area Calculations Summary 2 12' Laundry 1 Car Garage • • • • • • 0 • • • 1 • 0 • • • • • • I • • • • • II • • • • • • • • • • • • e IV • • • • • 1.. • • • • • m LU MiFitiCr•a:MVArkair43,M:SiXV,%Z.M.Arai:SWVAVAVMr;50a4ZWa.00•114iikiktiVai,M1-47-ti-`14, ,,,,i'Vtisvi-46: First Floor 1690 Sq ft t 'ct:22 x 12 - 264 r, 15 1118 - 225 .k, 27 x 33 = 1391 —31-x-10,-310 Concrete Patio 264 Sq ft 11 x 24 = 264 1 Car Attached 276 Sq ft Open Porch 23 x 12 276 40 Sq ft 8115 - 40 • • • • • • 00000 • • 00000 000000 • 000000 • • 000000 • • cri (f) _J • 0 CC UJ o < w _J w _J - U, < ar, 0 '7- O 73 0 Z < 2 O 0 0 LJ 0 < r') Form SKT.BLDSKI - "TOTALappraisal software by a la mode, Inc. - 1-800-ALAMODE ClJ ETC) ENGINEERING 4967 SW 74th Court, Miami, FL 33155 (786) 563-3056 • www.cuetoengineering.com CALCULATION COVER SHEET CALCULATION NUMBER 2017-STR-00019, Rev. 0 PROJECT Residential Renovation For Eddie Cruz LOCATION 426 Grand Concourse Miami Shores, FL 33138 PREPARED BY Nestor A. Cueto, P.E. FL P.E. Lic. No. 71988, Exp. 2/28/19 FL CA Lic No. 29935, Exp. 2/28/19 \,,.jliON 0 //// :::`441e/ CENgFssclx\ ?" No. 19•Q *— E •F P RIO"( ►11111 August 2, 2017 Au0042077 RECEi vED AUG 032017 . •.. • • • • • •••• • • • •• • •• • • • • ••• • • • • • • •••• •••• • • • • • • • •••• •••• • • • • • • •• •• •.•• • • • • • • • • • • • • • • • 1 •• • ••• ••• • • • • •• Sheet 1 of 9 % ,\ UETC> ENGINEERING CALCULATION SHEET PROJECT: Cruz Residence CALC NO.: 2017-STR-0019, REV 0 ORIGINATED BY: NAC SHEET NO.: 2 OF 9 Section TABLE OF CONTENTS Description Calculation Cover Sheet ;Table of Contents ;Assumptions Methodology References 5.0 Design Input Data 6.0 Calculation and Analysis ummary of Results and Conclusion Sheet No. 3 3 3 .... . .... . . ..g.. . • • • • •••• • • • • • • . . • • • • • • ▪ • • • ..• ••• • • 2017 Cueto Engineering, LLC. All rights reserved. .•• • • • .•• • • •••• • • • • • CALCULATION SHEET CU ETO ENGINEERING PROJECT: Cruz Residence CALC NO.: 2017-STR-0019, REV 0 ORIGINATED BY: NAC SHEET NO.: 3 OF 9 SECTION 1.0: Purpose The purpose of this calculation is to establish the adequacy for the addition of floor tiles to existing floor joists in a residence located in Miami Shores, FL. SECTION 2.0: Assumptions The following assumptions are used in this calculation: • Existing floor joists are 2 x 10 @ 16" o.c., SYP, Gr. No. 2 SECTION 3.0: Methodology This calculation provides for the qualification of structures with the assumptions made in Section 2.0. The members with the largest span and greatest forces are used to qualify all beams. LRFD Method is used for beam qualification. All codes and standards listed in Section 4.0 of this calculation are used as the basis for qualification. All variables and formulas used to solve equations in Mathcad are clearly defined within the body of this calculation. If applicable, the applied loads shall be compared to the rated capacity. SECTION 4.0: References ... 1. AISC Manual, 13th Edition . • •....' . . •. • • X 2. ANSI/AWC NDS-201Z National Design Specification for Wood Construction with Cemr eMtary • • • • 3. ACI 530-11 Building Code Requirements and Specification for Masonr •Sirdefures • •.•• •••. • . 4. ACI 318-11 Building Code Requirements for Reinforced Concrete Struc ww.and Cotyr litary X 5. ASCE/SEI 7-10, Minimum Design Loads for Buildings and Other StrucTures • :"' •. .. .. • • X 6. Florida Building Code, 2014 • • •• . • 7. Simpson Strong -Tie Catalog • • • 8. Hilti Anchor Bolt Catalog • • • • • • •• • • •• 9. ANSI/AF&PA SDPWS-2008, Special Design Provisions for Wind & Seismic • SECTION 5.0: Design Input Data _ lb lb plf f— t psf 2 pcf ft Location: Cruz Residence 426 Grand Concourse, Miami Shores, FL 33138 lb ft3 lb psi - — in2 kip = 10001b kip kip kip it klf f— t ksi —2 ksf = — deg = 180 rad in ft` © 2017 Cueto Engineering, LLC. All rights reserved. CALCULATION SHEET CUETD EI1GINEERING PROJECT: Cruz Residence CALC NO.: 2017-STR-0019, REV 0 ORIGINATED BY: NAC SHEET NO.: 4 OF 9 SECTION 6.0: Calculations & Analysis Floor Joist Qualification Joist Specifications: Size: 2 x 10 Visually Graded Dimension Lumber Species: Southem Pine Grade: No. 2 Dimensional Properties: Width of Joist: b := 1.5in Depth of Joist: Section Modulus: Moment of Inertia: Bearing Length: Span of Joist: Unsupported Length: Effective Unbraced Length: le := Slendemess Ratio: d := 9.25in b • d S:==21.39•in3 6 1 I := — • b • d3 = 98.93 • in4 12 lb :_ 3.5in 2 = 1.75 in LFJ := 12ft + 0in - lb = 142.25 in lu := LFJ - lb = 140.50in (2.06 • lu) if d < 7 lu (1.63•1u+3•d) if 7<- d 5.14.3 lu (1.84 • lu) if — > 14.3 le • d Rb := - 32.60 < 50 :. OK b2 • .•• • • • .••• • • • •.• • .• • • . . •• . • ..••. .• • • ..•• • • .••. ..•• • • • • • • •••.• ••.• =.3•58.53in ... • • • • • • • • • . • •• .• •..• • • • • • •• • • • • • • • • •• • • • • •.• • • • © 2017 Cueto Engineering, LLC. All rights reserved. CIJETcD ENGINEERING CALCULATION SHEET PROJECT: Cruz Residence CALC NO.: 2017-STR-0019, REV 0 ORIGINATED BY: NAC SHEET NO.: 5 OF 9 Design Values (Ref. 3, Table 48): Time Effect Factor: Bending Stress: Tension Parallel to Grain: Shear Parallel to Grain Comp. Perpendicular to Grain: Comp. Parallel to Grain: Modulus of Elasticity: X := 0.80 Fb := 800psi Ft := 475psi F` := 175psi Fc_perp := 565psi Fc := 1300psi E := 1400ksi Adjustment Factors for Sawn Lumber (Ref. 2 S 4.3): Load Duration Factor: Wet Service Factor: Temperature Factor: Beam Stability Factor: Size Factor: Flat Use Factor: Incising Factor: Repetitive Member Factor: Column Stability Factor: Buckling Stiffness Factor: Bearing Area Factor: CD := 0.90 Cm := 1.0 Ct := 1.0 CL := 1.0 CF := 1.0 C fit := 1.05 Ci := 1.0 Cr := 1.15 C := 1.0 CT := 1.0 Cb := 1.3 Adjustment of Reference Design Values (Ref. 2, Table 4.3.1): Adj. Bending Stress: Adj. Tension Parallel to Grain: Adj. Shear Parallel to Grain Adj. Comp. Parallel to Grain: Emin := 510ksi (Ref 3, Table N.3.3) • . • . •• . • • . .... .. . . . . .. • . . .... . . . ..• ..• .... • . . • • • • Fb, :=Fb• 0.85C\1• Ct• CL• CF• Cfu• Ci• Cr• 2.5:• qmi• a=•1.42• ksi .. • ... . • Ft, := Ft F. 0.80C\I • Ct • CF • Ci • 2.70 • 0.80 • X = 656.64 • psi " Fv, := F. • 0.97Cm • Ct • Ci • 2.88 • 0.75 • X = 293.33 • psi Fc, := Fc • 0.80C\1 • Ct • CF • Ci • Cp • 2.40. 0.90 • X = 1797.12 • psi Adj. Comp. Perpendicular to Grain: Fc_perp' Fc perp ' 0.67C11 • Ct • Ci • Cb • 1.67 • 0.90 • X = 591.72 • psi E' := E • 0.90Cn1 • Ct • Ci = 1260.00 • ksi Emin Emin • 0.90C\,1 • Ct • Ci • CT • 1.76 • 0.85 = 686.66 • ksi Adj. Modulus of Elasticity: • . • • • • . • • 2017 Cueto Engineering, LLC. All rights reserved. • • • . • ... • • •••• • • • CALCULATION SHEET ' U ETcD ENGINEERING PROJECT: Cruz Residence CALC NO.: 2017-STR-0019, REV 0 ORIGINATED BY: NAC SHEET NO.: 6 OF 9 Loads on Joist Dead Load: Floor Live Load: Load Combinations: DL := 30psf LL := 40psf LC_1 := 1.4DL = 42.00 psf LC_2 := 1.2DL + 1.6LL = 100.00 • psf Downward Load: P floor max(LC_1,LC_2) = 100.00 • psf Spacing of Floor Joists: sjoist fl 16in Total Load: Wtot FJ Pfloor' sjoist fl = 133.33 plf • Support Reactions: RFJ Wtot_FJ LFJ _ 790.281b := 0, 0.0001 • LFJ.. LFJ 0 if x = 0 .... • . • •••• • • RFJ— Wtot_FJ'x if 0<x<LFJ�.. : .. . • .. • • x + RFJ if x = LFJ • RFJ — Wtot_FJ ' • • . • •••• .... .... • • • • • • • • • • • .. • ... • • • © 2017 Cueto Engineering, LLC. All rights reserved. • • • • • ••• • • ••• •••• •••• CALCULATION SHEET CU ETC7 ENC3PI3EEFCING PROJECT: Cruz Residence CALC NO.: 2017-STR-0019, REV 0 ORIGINATED BY: NAC SHEET NO.: 7 OF 9 0.5 > V(x) 0 L kip to — 0.5 0 50 Shear Diagram x in Position LFJ \i(s) := J s V(x) dx Try X := 2 = 71.13in 0 Maximum Bending Moment: 1\1u := n1(Xm_max) = 28.10 • kip • in Moment Diagram x 111 Position 100 XJ1_max := \Iaximize(M,X) s?1:2.1in • • ••.• • • • • •. • •. • • • • • •• • • • 2017 Cueto Engineering, LLC. All rights reserved. • •• • • • • • • • • • • • U ETC) EN{ ItIEERI NG CALCULATION SHEET PROJECT: Cruz Residence CALC NO.: 2017-STR-0019, REV 0 ORIGINATED BY: NAC SHEET NO.: 8 OF 9 Flexure Check: Maximum Moment: Actual Bending Stress: Adj. Bending Stress: Bending Capacity Ratio: Shear Check: Maximum Shear: VmaY := RFJ = 0.79 • kip 3 • Vmax fT := = 85.44 • psi 2 • b • d 9 Wtot_FJ ' LFJ2 Minas := 8 = 28.10 • kip • in fb:_ Amax S = 1313.86 • psi Fb= 1418.20 psi Actual Shear Stress: Adj. Shear Parallel to Grain Shear Capacity Ratio: Deflection Check: Actual Deflection: Allowable Deflection: Deflection Ratio: Bearing Check: Bearing Stress: Adj. Comp. Perpendicular to Grain: Bearing Capacity Ratio: fb D/CAI := = 0.93 < 1 .. OK Fb' Fv t = 293.33 • psi D/Cv := F = 0.29 < 1 .. OK v 5 ' (wtot_FJ) • LFJ4 384 E'• I LFJ mall : 2— 40 = 0.59 in = 0.48in D/CO := 0� = 0.80 < 1 .. OK RFJ fc_pe1p :1= b = 301.06 • psi b' Fc_perp' = 591.72 • psi •r•• • • • • • • • • • • • •• • •• • • • • •• • • • • • • • • •.••• • • • • •••• • • • ••• •• • • • • •(Ae , T301.77 •• • • • • •• • • • •• •• • ••• • • • • •• D/CB_perp := Fc Perp = 0.51 < 1 .. OK _p rp' 2017 Cueto Engineering, LLC. All rights reserved. ••• • • ••• • • .• • • • • • • • CALCULATION SHEET C U ETCH ENNGIINIEERING PROJECT: Cruz Residence CALC NO.: 2017-STR-0019, REV 0 ORIGINATED BY: NAC SHEET NO.: 9 OF 9 SECTION 7.0: Summary of Results and Conclusion Summary of Results: Parameter D/C Ratio Reference Sheet No. Bending Stress 0.936< 1.0 Body of Calc 8 Shear Stress 0.29< 1.0 Body of Calc 8 Deflection 0.80< 1.0 Body of Calc 8 Bearing Stress 0.51< 1.0 Body of Calc 8 Conclusion: The structures for the subject project are acceptable as designed by engineering analysis. All design elements shall be installed in accordance applicable codes, standards, specifications and drawings. ••• •• • . • • •• • .. • . • • • . • ... • • • • I.... •••• •••• • • • .. •• • • • • •• •• •••• . . • • • . • • • • • • • •• • • • • ••• • • • .. © 2017 Cueto Engineering, LLC. All rights reserved.