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RC-17-2890Miami Shores Village Buil 10050 N.E.2nd Ay Tel: (305) 7•• -2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Department e, Miami Shores, Florida 33138 BUILDING PERMIT APPLICATION it BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: i5a uw 94.s-r RECEIVED DEC 0 7 2017 sh cLek FBC Zo ti-I - 2800 Master Permit No. 12L 19 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: .1 O Folio/Parcel#: -• 3(0(-033-0710 Is the Building Historically Designated: Yes No Occupancy Type: R. Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): *t IUZ 11G Aol sombre Phone#: 305 !"c 9017 Address: 1B151 N6 (Ot.3 City: h/Ia1Y4orState: Zip: 331GO Tenant/Lessee Name: Phone#: Email:t . iervz @ apt` • corn CONTRACTOR: Company Name:.342, 1r 2liofta1 1Uc Phone#: g , IZ Address: �S1 Ks 31• C� d4 [jp t City: AVe..n Tura. State: Qualifier Name:.�1�0 )2 Sc,m6re. State Certification or Registration #: C. C 060742. DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for this Permit: $ 19 015. 9 4k' Type of Work: ❑ Addition EV Alteration Zip: 331 rob Phone#;3DS t2 F ` c24,0 Certificate of Competency #: 7 Square/Linear Footage of Work: State: Zip: ❑ New ❑ Repair/Replace Description of Work: 702/1CISLaki0 A 114611QA cInd iNgt1411100.v%e n Demolition •� tl l,SJ• sitInti 'i ► LA j and .r chacc .2�'.4 VInort ns Specify color of color thru tile: Submittal Feel 50 Pn 1 ckPermit Fee $ ."."1 2 . PA CCF $ C Z • 'CO/CC $ 9 Scanning Fee $ I Radon Fee $ 5 •7 3 DBPR $ f� .S49 Notary $ S I Technology Fee $ I ) Training/Education Fee $ 7 Double Fee $ 57 2_ . 8 S Structural Reviews $ I Zo 9 0 I Zo Bond $ TOTAL FEE NOW DUE $ 913 .10 (Revised02/24/2014) 11% os 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. 1 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 approve d • r nspection fee will be charged. Signature OW AGENT The foregoing instrument was acknowledged before me this day of <( 20� 1-0Y t�� ho is pei ,on' ally known to nil' or wh as produced l 11 �as identification and who did take an oath. NOTARY PUBLIC: Si Print: Seal: APPROVED BY (Revised02/24/2014) Signature 0 ' ACTOR — The foregoing instrument was acknowledged before me this —T day of C , 20 by r r , whdls• rrsonally�n to me or wFo has produced l V2./1 , --es identification and who did take an oath. NOTARY PUBLIC: Sig V Print: Seal: A MAHARAI K. GONZALEZ 602 EXPIRES: November 2, 2020 OtTnitni Thou Nutmy Public lc Underwnters ##################### ############################ c5/2 Plans Examiner Zoning Structural Review Clerk HUD-1 A. Settlement Statement U.S. Department of Housing and Urban Development OMB No. 2502-0265 B. Type of Loan Q 1. FHA 0 4. V.A. Q 2. FmHA Q 5. Conv. Ins. 0 3. Conv. Unins. 6. File Number T-17-1083P ID: 7. Loan Number 8. Mortg. Ins. Case Num. C. NOTE: This form is furnished to give you a statement of actual settlement costs. Amounts paid to and by the settlement agent are shown. Items marked "(p.o.e.)" were paid outside the closing; they are shown here for informational purposes and are not included in the totals. D. NAME OF BORROWER: Address of Borrower: E. NAME OF SELLER: Address of Seller. Guiluz LLC. a Florida limited liability company 18120 NE 31st Court . Unit 1015, Aventura, Florida 33160 Jorge Berroa Gramatges, a single man 7728 Collins Avenue. Unit 1, Miami Beach, Florida 33141 F. NAME OF LENDER: Address of Lender. G. PROPERTY LOCATION: 158 NW 94th Street, Miami Shores. Florida 33150 H. SETTLEMENT AGENT: Jesika Diaz Munar, P.A. Place of Settlement 1600 Ponce de Leon Blvd., Suite 1000, Coral Gables. Florida 33134 1. SETTLEMENT DATE: 11/30/17 DISBURSEMENT DATE: 11/30/17 TIN: TIN: 47-4834043 Phone: 305-677-6513 J. Summary of borrower's transaction 100. Gross amount due from borrower: 420,000.00 K. Summary of seller's transaction 400. Gross amount due to seller: 401. Contract sales price 420,000.00 101. Contract sales price 102. Personal property 402. Personal property 103. Settlement charges to borrower (Line 1400) 3.750.50 403. 104. 404. 105. 405. Adjustments for items paid by seller in advance: Adjustments for items paid by seller in advance: 406. Cityttown taxes 106. City/town taxes 107. County taxes from 11/30/17 to 12/31/17 559.49 407. County taxes from 11/30/17 to 12/31/17 559.49 108. Assessments 408. Assessments 109. 409. 110. 410. 111. 411. 112. 412. 120. Gross amount due from borrower. 424,309.99 420. Gross amount due to seller. 420,559.49 200. Amounts paid or in behalf of borrower: 500. Reductions in amount due to seller: 201. Deposit or earnest money 41,000.00 501. Excess deposit (see instructions) 202. Principal amount of new loan(s) 502. Settlement charges to seller (line 1400) 22,626.70 203. Existing loan(s) taken subject to 503. Existing loan(s) taken subject to 204. Principal amount of second mortgage 504. Payoff of first mortgage loan 347,744.46 205. 505. Payoff of second mortgage loan 206. 506. Deposits held by seller ' 207. Principal ant ot mortgage held by seller 507. Principal ant d mortgage held by seller 208. 508. 209. 509. Adjustments for items unpaid by seller: Adjustments for items unpaid by seller: 510. Cityttown taxes 210. City/town taxes 211. Countytaxes 511. Countytaxes ' 212. Assessments 512. Assessments .. 213. 513. 214. 514. 215. 515. 216. 516. 217. 517. 218. 518. 219. 519. 220. Total paid by/for borrower. 41,000.00 520. Total reductions in amount due seller 370,371.16 300. Cash at settlement from/to borrower: 600. Cash at settlement tolfrom seller: 301. Gross amount due from borrower (line 120) 424,309_90. 601. Gross amount due to seller (line 420) 420,559.49 302. Less amount paid byltor the borrower (line 220) (41,000.00) 602. Less total reductions in amount due seller (line 520) (370,371.16) 303. Cash ( ❑./ From ❑ To ) Borrower: 383,309.99 603. Cash ( 0 To ❑ From ) Seller. 50,188.33 Substitute Form 1099 Seller Statement The information contained in blocks E, G, H, and I and on line 401 is important tax information and is being fumished to the IRS. If you are required to file a return. a negligence penalty or other sanction will be imposed on you it this item is required to be reported and the IRS determines that it has not been reported. Seller Instructions: If this real estate was, your principal residence, file Form 2119, Sale or Exchange of Principal Residence. for any gain. with your tax return; Inc other transactions. complete the applicable parts of Form 4797, Form 6262 and/or Schedule D (Form 1040). DoubleTime® HUD-1 Page 2 U.S. Department of Housing and Urban Development L Seulen,en: cna-ees 700. Total Sales/Brokers Com. based on price $420,000.00 @ 3.0000 %; 12,600.00 anrro.,er-OCSeller Foc Paid from Borrower's Funds at Settlement Paid from Seller's Funds at Settlement 701. 12,600.00 3.0000 % to Coldwell Banker 702. % to 703. Commission paid at settlement 12,600.00 704. Administrative Fee to Coldwell Banker 349.00 300 Items :ix Vile In connection with lean. Borrower POC Seller POI.' 801. Loan origination fee % to 802. Loan discount % to 803. Appraisal fee to 804. Credit report to 805. Lender's inspection tee to - . 806. Mortgage insurance application fee to 807. Assumption Fee to 808. to 809. to 810. to 811. to 900. Reins ree red by lender to be Paid I:; advance_ Borrower POCSeller POC 901. Interest from to @ /day 902. Mortgage insurance premium for months to 903. Hazard insurance premium for yeas to 904_ Flood insurance premium for years to 905. years to 1000. Reser,-es d000saed ::dn lender: Enrro:.e- =CCSaner POE' 1001. Hazard insurance months © per month 1002. Mortgage insurance months @ per month 1003. City property taxes months @ per month 1004. County properly taxes months @ per month 1005. Annual assessments months @ per month 1006. Flood insurance months @ per month 1007. ' months © per month 1008. months @ per month 1009. Aggregate accounting adjustment 1100. T tle charoes =,. owe. PCC Seller POC 1101. Settlement or closing fee to Jesika Diaz Munar, P.A. 795.00 500.00 1102. Abstract or title search to Attorneys Title Fund Services, LLC 125.00 125.00 1103. Title examination to• 1104. Title insurance binder to 1105. Document preparation to 1106. Notary fees to 1107. to (includes above item numbers: ) 1108. Title Insurance to Old Republic National Title Insurance Company/Jesika Diaz 2,175.00 (includes above item numbers: ) 1109. Lender's coverage (Premium): 1110. Owner's coverage (Premium): $420,000.00 ($2,175.00) 1111. Endorse: 1112. Courier Fee to Jesika Diaz Munar, P.A. 25.00 1113. to ; 200. Government recordme and transfer charces. 1201. Recording fees Deed $31.50 Mortgage(s) Releases 31.50 1202. City/countytaxdstamps Deed Mortgage(s) 1203. Statetax/stamps Deed $2,520.00 Mortgage(s) 2,520.00 1204. to 1205. to 1300. Ar':' 1 cral semcmern cnarces Borrower POC Seller PCC 1301. to 1302. Pest Inspection to 1303. to ER Lien Services. LLC 1304. 2017 Real Estate Taxes to Miami -Dade County Tax Collector 6,381.70 1305. Lien Search (ESTIMATE) to ER Lien Services, LLC 275.00 325.00 1306. Escrow for Final Water Bit to Jesika Diaz Munar, PA. 150.00 1307. to 1308. to 1309. 1400. Taa, set (concert charces ( Enter on lines 103, Section J and 502, Section K) 3,750.50 . 22,626.70 DoubleTime® HUD-1 SETTLEMENT STATEMENT ADDENDUM File Number T-17-1083P I have carefully reviewed the HUD-1 Settlement Statement and to the best of my knowledge and belief, it is a true and accurate statement of all receipts and disbursements made on my account or by me in this transaction. 1 further certify that I have received a copy of the HUD-1 Settlement Statement. Borrower(s) Guiluz LLC a Florida limited By: Jorge H. Sumb Manager Jorge Gramatges Seller(s) Settlement Agent The HUD-1 Settlement Statement which I have prepared is a true and accurate account of this transaction. 1 have caused or will cause the funds to be disbursed in accordance with this statement. Jesika Diaz , P.A. By: Date: WARNING: It is a crime to knowingly make false statements to the United States on this or any other similar form. Penalties upon conviction can include a fine and imprisonment For details see: Title 18 U.S. Code Section 1001 and Section 1010. DoubleTime® — — , HUD-1 SETTLEMENT STATEMENT ADDENDUM rde Ntanbe 'FI7-1083P 1 have carefully reviewed the HUD-1 Settlement Statertuat and to the best of nry knowledge and belief, it is a. true and accurate statement of all receipts and disbursements made an my account or byme in this transaction. i further certify that 1 have received a copy of the HUD-1 SettlementStatranent Borrower(s) uiluz LLC a Florida limited By Sorge H. teenager Jorge Baxroa Gzassatgas Seller(s) Settlement Agent The NUEI-1. Settlement Statement which t have prepared is atnje and accurate account of this transaction. I have caused or-veftl causethe funds to bp disbursed m accordance with this statement aaelka Diaz lamer 51. / BY: Date: n D ) WARNING: It Is a Preto blowing* makelatse stabanents tothe United States on.this or any other similar form. Penalties upon conviction can include a fine and imprisonment Far details sem Title 18 U.S, Code Secnon lOOT and Section 1010_ Doubl•Timislit 12/7/2017 Detail by Entity Name Detail by Entity Name Florida Limited Liability Company GUILUZ LLC Filing Information Document Number L15000166862 FEI/EIN Number 47-5087900 Date Filed 10/01/2015 Effective Date 09/25/2015 State FL Status ACTIVE Principal Address 18151 NE 31 CT 1015 AVENTURA, FL 33160 Mailing Address 18151 NE 31 CT 1015 AVENTURA, FL 33160 Registered Agent Name & Address SUMBRE, JORGE H 18151 NE31 CT APT 10151015 AVENTURA, FL 33160 Authorized Person(s) Detail Name & Address Title MGR SUMBRE, JORGE H 18151 NE 31 CT APT 1015 AVENTURA, FL 33160 Annual Reports Report Year Filed Date 2016 02/28/2016 2017 03/15/2017 Document Images 031115/2017 — ANNUAL REPORT View image in PDF format 02/28/2016 — ANNUAL REPORT 10/01/2015 -- Florida Limited Liability View image in PDF format View image in PDF format ................................................................._________........_... http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetai I?i nqui rytype=EntityN am a&directionType=Initial&searchN am eOrder=GU ILUZ%20L1500... 2/2 GRAPHIC SCALE -30 0 15 30 ( IN FEET ) 1 inch = 30 ft. ABBREVIATIONS LEGEND A = ARC (C) = CALCULATED CH = CHORD C.N.A. = CORNER NOT ACCESSIBLE CONC. = CONCRETE = DELTA F.C. = FENCE CORNER F.D.H. = FOUND DRILL HOLE F.E. = FENCE ENDS F.F.E. = FINISHED FLOOR ELEVATION F.I.P./F.I.R. = FOUND IRON PIPE/ROD F.N. = FOUND NAIL F.N&D. = FOUND NAIL AND DISC F.Pk.N. = FOUND PARKER KALON NAIL I.D. = SURVEYOR'S IDENTIFICATION L = LENGTH = MEASUREDSE 0/S (P) = PLATTED P.C. = POINT OF CURVATURE P.C.C. = POINT OF COMPOUND CURVATURE P.0.8. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.R.C. = POINT OF REVERSE CURVATURE P.R.M. = PERMANENT REFERENCE MONUMENT P.T. = POINT OF TANGENCY R = RADIUS (R) = RECORD R/W = RIGHT-OF-WAY S.I.R./S.I.P. = SET 1/2' IRON ROD/PIPE S.N.D. = SET NAIL AND DISC TAN = TANGENT (TYP.) = TYPICAL U.E. = UTIUTY EASEMENT OH OVERHEAD WIRE UNE // W000 FENCE CHAIN LINK FENCE IRON/ALUMINUM FENCE POLYVINYLCHLORIDE FENCE (PVCF) MONUMENT UNE CENTERLINE PROPERTY UNE //// ASPHALT PAVING CONCRETE CONCRETE BLOCK STUCCO C _ OVERHANG (0/H) OR ROOF SYMBOL LEGEND 1►,l1 = AIR CONDITIONER 0 = BELLSOUTH BOX ® = CABLE BOX ® = CATCH BASIN = CONCRETE UGHT POLE = CONTROL VALVE BOX ®= ELECTRIC BOX +off= EXISTING ELEVATIONS ® = ELECTRIC METER = ELECTRIC SERVICE BOX = FIRE HYDRANT DRAWN BY: L.R. CHECKED BY: G.F. SCALE: 1'. = 30' ® = FLORIDA POWER & UGHT BOX = HANDICAP SPACE = INLET = UGHT POLE • = METAL UGHT POLE KIN = POOL PUMP Q = SANITARY MANHOLE I%P�1 = SPRINKLER PUMP = WATER METER = WATER VALVE ` . = WOOD POLE 1111111 FIELD DATE: 01-06-18 JOB No. JAF-158-18 SHEET: 1 SCALE:1 "=30' P.C. F.I.P. 1/2" No I.D. P 4)20' ASPHALT PAVEMENT <1' 75' TOTAL RIGHT-OF-WAY, f N.W. 94th STREET 22.50' PARKWAY 5' SIDEWALK i17 124.01' ... 75.a. •a F.I.P. 1/2" (99. No I.D. of v'" N "10.0' ON LINE LOT-10 0) BLOCK-133Ni S 0 ' �a- x_ F.I.P. 1/2 No I.D. 0/S� a. 1.0' N 1 0 32.30 .30' N RESIDENCE ON°158 10.0' 4 05'F'� E.=14.06' r 0q5 5 14 N N F.I.P. 1 /2 7 4) No I.D. •�v O 20.2' — k 0.8' u- w O in in . 5 20.2' I CO w coI I WOCP;DECK z STO AGE)' !,� I I < 0 bl"' LI-I 03 = \b\ I PORTION II b\ LOT-8 1 LOT-9 k�LOCK-13� THE WESt 1/2 \L LOT 8 - BLACK 133 \ 1 22.6' N'''BF1CK's' 09. 0.4' � °';RAVER I. \b�� 0.6' "4 (HIGH).L CN.A. 75.06 9' ASPHALT PAVtri EMENT -Nt; 15' TOTAI R/W Al I FY LOT-15 BLOCK-133 LOT-16 BLOCK-133 T LOT-7 BLOCK-133 LOT-17 LOT-18 BLOCK-133 I BLOCK-133 TAJ 8.13_12:171EIrrnal SEIRVIC SL, ENCei 2492 WEST 72nd STREET, HIALEAH, FL. 33016 *" PHONE: 786-416-1018 - FAX.305-817-9709 ** E-MAIL: jafsurveyorsinc©gmail.corr PREPARED FOR: TYPE OF PROJECT: GUILUZ LLC BOUNDARY SURVEY FLOOD ELEVATION INFORMATION: Date of Field Work: 01-06-2018 DATE OF FIRM: 09 /11 /2009 cOMMUNITYNo: 120652/MIAMI SHORES PANEL: 0320 SUFFIX: L ZONE: X BASE FLOOD ELEVATION: N /A BENCHMARK NO: N-568 ELEVATION: 9.65' N.G.V.D 29 SO 1 1 . 'SD O `112 ii3 11 GI I0 J8 COICITIILL Kam. Chk 5 20 IS cat,wp-6o si. ST 4 CI 3 ez 5D z g3 M Z4±i LOCATION SKETCH • • • SCALE:1"=200' •••.•• • *900 FOLIO NO: 11-3101-033-0790 ••...' PROPERTY ADDRESS: ..... 158 N.W. 94th STREET ••• ••• MIAMI SHORES, FLORIDA 33150-2240 : • •; •; CERTIFIED TO: • • • 1.GUILUZ LLC • • • • •. • 2. 3. 4. • • • • • • ••.... • •• • • • • •• . ••. • • • 1 • • • • • •• • .• •• ••••.r • SCALE:1 "=200' • •• • • • • •. • • ••.• •••• • •••. • • • • • • • LEGAL DESCRIPTION: Lot 9 and the West 1/2 of Lot 8, Block 133 of "MIAMI SHORES SECTION 6" according to the Plat thereof, as recorded in Plat Book 10 at Page 39 of the Public Records of MIAMI—DADE County, Florida. SURVEYOR'S NOTES: 1. LEGAL DESCRIPTION FURNISHED BY CLIENT. NO SEARCH OF PUBLIC RECORDS WAS MADE BY THIS OFFICE. 2. ANY ELEVATIONS SHOWN HEREON ARE PER NGVD (NATIONAL GEODETIC VERTICAL DATUM) OF 1929. 3. NO EXCAVATIONS WERE PERFORMED AS TO DETERMINE UNDERGROUND ENCROACHMENTS. 4. DISTANCES AND ANGLES ARE FIELD MEASURED AND CORRESPOND WITH RECORD DATA UNLESS NOTED. 5. THIS SURVEY WAS PREPARED FOR PERMITTING. 6. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES, IN ALL CASES, DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. 7. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. (CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES) I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED BY THE OFFICE SHOWN HEREON AND THAT I AM THE SURVEYOR OF RESPONSIBLE CHARGE FOR NONE OTHER THAN SAID OFFICE. ADDITIONALLY, THIS SURVEY MEETS AND/OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER 5J-17 OF THE FLORIDA DMINISTRATIVE CODE PURSUANT TO SECTION 472.027 •' TJI FLORIDA STATUTES. SIGNED: / GINO FUR ,,,, I iRVEYOR AND MAPPER FLORIDA LrCENSE NO.: 5044 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR/MAPPER NAMED ABOVE. • • • • • • Invoice!: 00 OP ri P �-t 1 � .. `+*+rot! .'S�.4 0 r° k i • I '...iDtt BUDGET Miami Ph 305 926 9129 jager.inter(d1_gmail.com Die: 3/,orzo,a arq CGC Jorge Sumbre 158 NW 92 St SUBJECT: Interior remodeling -t'.t� y r- Miami Shore Prepared by. U. Q. mat labor' total Preliminaries S 2,560.00 Initial and final cleaning $ 600.00 Roofing S980.00 Refacing and buil a new part $ 980.00 Floring and french doors $10,385.00 Kitchen flooring $ 670.00 Tile and Flooring in master bath $ 750.00 Tile and Flooring in bath $ 680.00 FBC new shower $ 1,050.00 French door patio 5' $ 2,060.00 Bifold door in closets bifold $ 235.00 closet master $ 280.00 closet bedrooms $ 280.00 Kitchen cabinets $ 2,750.00 counter $ 1,630.00 Driveway 53,420.00 $ 3,420.00 Plumbing 54,138.00 Toilettes $ 190.00 Vanitories $ 530.00 faucet kitchen , $ 50.00 sink kitchen $ 95.00 Showers $ 86.00 Faucets $ 67.00 Labor and materials $ 3,120.00 Paint $1,886.00 interior $ 1,106.00 exterior $ 780.00 Electricity 52,650.00 GFI in kitchen GFI in bathrooms Hi hat lights ' Conecction washer and dryer Total $24;133.00 Profit 15% 53,619.95j Total $27,752.95 Payment schedule anticipo 50% work final Sign proposal 40% $11,101 40% $11,101.18 Final 20% $ 5,550.59 total estimate / $27,752.95 Jager Inter a /nal Inc jorge su ire President RECEIVED APB 2 2018 IBY Guiluz jorge mbre Manager CALCULATIONS FOR REMODELING AND ADDICTION 158,NW 94th Street Miami Shores, FL 33150 Submitted to: Miami Shores Building Department INDEX • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • * „ • STA1 • A:•-•; c Prepared by: Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 STRUc • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ,••• • APpc.. L REV/ /,K ITEM PAGE ---"" I. Special Inspector Form 1-1 II. Wind Load Calculation 2-5 III. Wood Joist Calculation 6-8 IV. Wood Ledger Calculation 9-11 V. Flitch Beam Calculation 12-12 VI. Concrete Column Calculation 13-16 VII. Connectors Calculations 17-19 Miami Shores Village Building Department 10050 NE 2"d Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. .... • ••.• •. • • I (We) have been retained by to perform special inspector services tine�r Florid • • Building Code 5th Edition (2014) and Miami Dade oun Administrative Code at the l 4 •�G�• - � project on the below listed structure as of Dade / (date). I am a registered • • • • • • • engineer architect/ rofessional licensed in the State of F orida. ' •' • • Process Number: • • . • •• • Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) ' • • Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for ▪ • Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted Soil Compaction _ Precast Attachments _ Roofing Applications, Lt. Weight. Insul. Conc. Other Note: Only the marked boxes apply. The following individuals) e Ioyed by this firm or me is authorized representative to perform p�,/ . inspe ion ` (/,e / � / 2. 3. 4. • ••.• • 0000 • • � • • • • • • • • • • • • • • • •. • *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submilo, the Building Inspector at the time of the final inspection the completed inspection logform • • 's°eal th' aterrientliridicatin that, to the best of myknowledge, belief and 1? !!� .-,� .. , o. g g professiona 'udg y n+�,tttosl or (Ts otthe`pibject outlined above meet the intent of the Florida Building Code and e in i bstl itiai ccordance 1/4fit°the"approval plans. C { Signed and Date: 'z'EA°i� � OAi r, P�; V3a11 Nd Say Name Address Engin, r/Ar hite 4 �� MecaWind Std v2.2.7.5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date : 2/1/2018 Project No. : AR115 Company Name : Tadeos Engineering LLC. Designed By : Luis 0. de la Hoz Olivera Address : 14750 NW 77th CT, Suite 205 Description : Remodeling and Addition City : Miami Lakes Customer Name : • • State : Florida Proj Location : 158 NW 94th Street...* : File Location: Z:\103 Addition -Alteration Residential\2018 (AR114-AR150)\AR115 158 NW 98th (Sumbre)\MecaWind\AR115 158 NW 94th St. Wind.wnd Directional Procedure Simplified Diaphragm Basic Wind Speed(V) = 175.00 mph Structural Category = Natural Frequency Importance Factor = Alpha At = Am = Cc Epsilon = Pitch of Roof = h: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= Bldg Length Along Ridge = II N/A 1.00 9.50 0.11 0.15 0.20 0.20 4.273333 : 13.88 ft 17.08 ft 2.00 ft 43.17 ft Building (Ch 27 Part 2) Exposure Category Flexible Structure Kd Directional Factor Zg = Bt = Bm = 1 = Zmin = 12 Slope of Roof(Theta) _ Type of Roof Eht: Eave Height Overhead Type Bldg Width Across Ridge= Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Zm: lzm: Lzm: Factor Category II Rigid Structures - Complete Analysis 0.6*Ht Cc*(33/Zm)^0.167 1*(Zm/33)^Epsilon Q:(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.85 • •••• • • C•••• • NO •••• 0.85....* • 900.00 ft 1.O: • • 0.66 • 500.0 ft 15.0 ft••• 19.60•1eg • GABLED 10.67 ft OH w/ soffit 32.00 ft •••• • • •••• •• • St.. • • • •• • • = 15.00 ft = 0.23 = 427.06 ft = 0.93 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 1.00 1.00 175.00 mph MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 •••• • • • •• • • • • •• • See Fig 27.6-2 for Parapet wind Roof Pressures pressures �- j. See Table 27.6-2 Mean roof ht. Wall Pressures See Table 27.6-1 Wind Plan W(04 Elevation h Gabled Roof Roul"cdg prssurc. from table Zones l or 3pplicabic pl or, Wind Dire lion NWFRS Pressures for Wind Normal to 43.17 ft wall (Normal to Ridge) 0006 • • • • .... • . . .. . •. • • • .. • Live• ..' • • • • . .. . • • • . • • . • .•.. . . •• . • . • • • .• • • • See Fig 27.6-2 for Parapet wind Roof Pressures pressures ,'� tj,See Table 27.6-2 Mean roof ht. Wall Pressures See Table 27.6-1 Wind Plan Elevation Gabled Roof Rnt "cdgc pressure from table Zones 1 or 3 as applicable pl or Wind Direction Poo NWFRS Pressures for Wind Normal to 43.17 ft wall (Normal to Ridge) • • •• • • • • .•.. •• • • . . • • •• • • • . .... • • . • . . .. ... .•.. . • .. .. ••.. •. ••. • • • • • • • • . .. . . . . • . • • • . . •. . • • WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.74 h: Height to top of Windward Wall = 10.67 ft ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting away from wall = .54 * ph = -20.90 psf • • pl: Leeward wall pressure acting away from wall = .38 * ph = -14.71 psf •• • •••• pwh: Windward wall press @ top acting toward wall = ph-pl = 23.99 psf •• • •• • pw0: Windward wall press @ bot acting toward wall = p0-pl = 23.99 psf • • • • •• • ROOF PRESSURES PER TABLE 27.6-2 • • • h: Mean Roof Height = 13.875 ft •••••• • • • • Lambda: Exposure Adjustment Factor = 1.000 ••••• • Slope: Roof Slope = 19.60 Deg • • •••• • ••• ••• •••• • • Zone Load Casel Load Case2 psf psf 1 -27.46 11.02 2 -23.48 -10.55 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 • • • • • • • • • • •• • Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 LOAD CASE 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Notes - Normal to Ridge MWFRS Pressures for Wind Normal to 32 ft wall (Along Ridge) -20.59 psf _ -27.03 psf 8.27 psf .00 psf WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.35 h: Height to top of Windward Wall 17.08 ft ph: Net Pressure at top of wall (windward + leeward) 37.61 psf p0: Net Pressure at bottom of wall (windward + leeward) = 37.38 psf ps: Side wall pressure acting away from wall = .57 * ph = -21.62 psf pl: Leeward wall pressure acting away from wall = .34 * ph = -12.85 psf pwh: Windward wall press 8 top acting toward wall = ph-pl = 24.76 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 24.53 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 13.875 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 19.60 Deg Zone Load Casel Load Case2 psf psf 1 -27.46 11.02 2 -23.48 -10.55 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3): LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -20.59 psf Povh3: Overhang pressure for zone 3 = -27.03 psf LOAD CASE 2: • • • • • •• • • •• • • • • • • •• • Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Notes - Along Ridge Wind Pressure on Components and Cladding (Ch 30 Part 1) = 8.27 psf .00 psf a 3 �7 m 2 21 1 1 Gable Roof 7 < 8 <= 45 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 3.20 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft42 GCp GCp psf psf Window A Window B Door D-01 Door D-11 Door D-12 Door D-12a Roof Zone 1 Roof Zone 2 Roof Zone 3 4.22 4.34 18.3 5 0.95 -1.31 38.48 -50.48 2.17 2.08 4.5 4 1.00 -1.10 40.05 -43.45 6.67 1.00 6.7 4 1.00 -1.10 40.05 -43.45 6.67 3.00 20.0 5 0.95 -1.29 38.25 -50.02 6.67 3.00 20.0 5 0.95 -1.29 38.25 -50.02 6.67 3.00 20.0 5 0.95 -1.29 38.25 -50.02 2.00 5.00 10.0 1 0.50 -0.90 23.08 -36.66 2.00 5.00 10.0 2 0.50 -1.70 23.08 -63.81 2.00 5.00 10.0 3 0.50 -2.60 23.08 -94.36 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • • • • ••• •• •.•• • •' • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • Wood Joist Loads (1)2x10PT Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 Span Length = Tributary distance = Dead Loads (DL) = Live Loads (LL) = See Calculation Report 11 ' 3" 1 ' 4" . • •• • • • •••• • • • • .• • •• • • • • • •• • • • • •••• • • • • • • •••• • • • •• •• •••• • • • •• 25 psf x 1.33 feet = • 33 S3 Ibs/feet • • • •• • • • • • • • • 40 psf x 1.33 feet = • • 53.93 Ibs/feet • • • • • • 158 NW 94th Street Miami Shores, FL 33150 • • • Tadeos Engineering LLC 14750 NW 77th Ct, Suite 205 Miami Lakes, FL 33016 305-903-8816 Project Title: Interior Remodeling and Addition Engineer: Luis O. de la Hoz Olivere Project ID:AR115 Project Descr:158 NW 94th Street Printed: 1 FEB 2018, 8:02PM Wood Beam Lic. #.::KW-06011215 Description : Wood Joist 1 CODE REFERENCES 1 Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Meth°Allowable Stress Design Load CombinatiASCE 7-10 Wood Species Southern Pine Wood Grade No.1: 2" - 4" Thick : 10" Wide Fb + Fb Fc - Prll Fc - Perp Fv Ft Beam Bracing Beam is Fully Braced against lateral -torsional buckling bLicensee .:Jadeos Engineering LLC, KW-06011215 1050 psi 1050 psi 1450 psi 565 psi 175 psi 700 psi •• • • •• • . • •. • • ...• .• • • • • • • .• • •..•• • •..._•.. E : AvdtfGfus of E12sti e nifit tx ;'1600 ksi Erninbend - x •... 580 ksi • . • • • • • • Censity :••34.32pcf • . • .. • F D(0.03333) L(0.05333) 2x10 Span = 11.250 ft • • • • .. • • • • • • • • •• • • • • [Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans : D = 0.03333, L = 0.05333 k/ft EDESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = 0.760 1 2x10 798.46psi 1,050.00 psi +D+L+H 5.625ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.122 in Ratio = 0.000 in Ratio = 0.206 in Ratio = 0.000 in Ratio = 1105 >=360 0 <360 655 >=240 0 <240 MIIIIINIDesi. I • 0.272 : 1 2x10 47.52 psi 175.00 psi +D+L+H 10.511ft Span # 1 Overall Maximum befleeions Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L+H 1 [ Vertical Reactions Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H 0.2060 5.666 Support notation : Far left is #' 0.0000 0.000 Values in KIPS Support 1 Support 2 0.506 0.506 0.300 0.300 0.206 0.206 0.506 0.506 0.206 0.206 • Tadeos Engineering LLC 14750 NW 77th Ct, Suite 205 Miami Lakes, FL 33016 305-903-8816 Project Title: Interior Remodeling and Addition Engineer: Luis O. de la Hoz Olivera Project ID:AR115 Project Descr:158 NW 94th Street Printed: 1 FEB 2018, 8:02PM Wood Beam Lic #': KW-06011215 Description : Wood Joist Vertical Reactions Load Combination "r_. Licensee :Tadeos Engineering LLC, KW-06011215 Support notation : Far left is #' Support 1 Support 2 .••. • • • •• •••• °Vg115e4in KIP4, • • • • •. • •• +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750 Lr+0.750L+0.450 W +H +D+0.750 L+0.750 S+0.450 W +H +D+0.750 L+0.750S+0.5250 E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 0.206 0.431 0.431 0.206 0.206 0.431 0.431 0.431 0.124 0.124 0.206 0.206 0.431 0.431 0.206 0.206 0.431 0.431 0.431 0.124 0.124 0.206 0.300 0.300 • • • •••• • • • • • • •••• • •••• • • • •• •• •••• • • • • • • • • • • •� • • • • • • • • • •• • •• • • • • • • •• • Wood Ledger Loads (1) 2 x 12 PT Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 Tributary distance = Dead Loads (DL) = Live Loads (LL) = See Calculation Report ••. • • • • • • • • • • • •• • •• • • • • • •• 5 ' 7.5" • • 25 psf x 5.63 feet = • • • 1463 Ibs//ees • i • •••• • 30 psf x 5.63 feet = • • i 68.75 Ibs/fee•• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • 158 NW 94th Street Miami Shores, FL 33150 Tadeos Engineering LLC 14750 NW 77th Ct, Suite 205 Miami Lakes, FL 33016 305-903-8816 Project Title: Interior Remodeling and Addition Engineer: Luis O. de la Hoz Olivera Project ID:AR115 Project Descr:158 NW 94th Street Printed: 1 FEB 2018, 8:10PM ::Wood Ledger Lice#;:'KW-06011215 Description : Wood Ledger Code Reference Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Ledger Width Ledger Depth Ledger Wood Spei G : Specific Gravity Bolt Diameter Bolt Spacing Cm - Wet Service Fac Ct - Temperature Facl Cg - Group Action Fac C A - Geometry Facto 1.50 in 9.250 in Southern Pine 0.55 5/8" in :;I‘ -;.;;Licensee :%Tadeos Engineering LLC, KW-06011215 • • • • • •• • • •••• • . • •• • • •••• •• • • • • • • � • • • • • • • • Design Method: ASD (using Service Load Combinations' Wood Stress Gradiaouthern Pine, No.1: 2" - T' 7'fiic% ••••• Fb Allow 1,050.0 psi •• •• "" Fv Allow 175.0 psi • • • ' '. • • Fyb : Bolt Bending Yie 45,000 psi • • • • • • • • 16.0 in — Concrete as Main Supporting Member • • • •1 • • • • •• • 1.0 Using 6" anchor embedment length in equation • • 1.0 Using dowel bearing strength fixed at 7.5 ksi per NDS Table 1.0 1.0 D(0.1410) L(0.1687) b b b .18 ,e, Analytical model actually uses 100 spans to ensure that aN possible combinations of bolt location and point load location are evaluated. Final results are an envelope solution. Load Data Dead Roof Live Floor Live Snow Wind Seismic Earth Uniform Load... 0.1410 plf Point Load... Ibs Spacing in Offset in Horizontal Shei Ibs plf 0.1687 plf plf plf plf plf Ibs lbs lbs Ibs Ibs Ibs Ibs Ibs lbs Ibs Ibs Ibs Tadeos Engineering LLC 14750 NW 77th Ct, Suite 205 Miami Lakes, FL 33016 305-903-8816 Project Title: Interior Remodeling and Addition Engineer: Luis O. de la Hoz Olivera Project ID:AR115 Project Descr: 158 NW 94th Street Printed: 1 FEB 2018, 8:10PM Wood Ledger Lic. #.: KW-06011215 Description : Wood Ledger DESIGN SUMMARY '2Licensee ::Tadeos Engineering LLC, KW-06011215 Maximum Ledger Bending Load Combination... +D+L Moment 0.04588 ft-Ib fb : Actual Strese 0.02574 psi Fb : Allowable Stre 1,050.0 psi Stress Ratio .0000250 :1 Maximum Ledger Shear Load Combination ... +D+L Shear 0.2065 Ibs fv : Actual Stress 0.04464 psi Fv : Allowable Stress 175.0 psi Stress Ratio 0.000255 :1 Maximum Bolt Bearing Summary Load Combination... Max. Vertical Load Bolt Allow Vertical Loa( Max. Horizontal Load Bolt Allow Horizontal Lc +D+L 0.4129 Ibs 579.60 Ibs 0.0 Ibs 971.86 Ibs Angle of Resultant 90.0 deg Diagonal Compone 0.4129 Ibs Allow Diagonal Bolt Fon 579.60 Ibs Stress Ratio, Wood @ B0.000712 :1 Allowable Bolt Capacity . • .. . • Des'ign`OK Dowel Bearirf 1Sjrengths : • • • • for specific grevitp& bolt diameter) Ledger, Perp to Grain. • 7,600.0 ksi • Ledger, Parallel%Graft : • •7,500.0 ksj •... Supporting Merrtter,Iik rp to .2,260.0 ksi •: •. • Supporting Member•laarallel t••:6i,150.0 ksi •.. • • • • . . • • • • • •• • • • • • • • .. . • . • •• • • • Note ! Refer to NDS Section 11.3 for Bolt Capacity calculation method. Governing Load CombinatieD+L Resutant Load Angle : Theta : 90.0 deg Ktheta = 1.250 Bolt Capacity - Load Perpendicular to Grain Fem 7,500.0 Fes 3,250.0 Fyb Re 2.308 Rt 4.0 k1 2.727 k2 1.619 k3 Im :Eg11.3-1 Rd= 5.0 Z= Is : Eq 11.3-2 Rd = 5.0 Z = II : Eq 11.3-3 Rd = 4.50 Z = IIIm:Eg11.3-4 Rd= 4.0 Z= Ills : Eq 11.3-5 Rd = 4.0 Z = IV : Eq 11.3-6 Rd = 4.0 Z = min : Basic Design Value = 1.420 0.0 Ibs 609.38 Ibs 1,846.18 Ibs 2,027.20 Ibs 579.60 Ibs 805.43 Ibs 579.60 Ibs Reference design value - Perpendicular to Z * CM * CD* Ct * Cg * Cdelta = 579.60 Ibs Fe theta = 579.60 Bolt Capacity - Load Parallel to Grain 45,000.0 Fem 7,500.0 Re 1.220 k1 1.591 Fes Rt k2 6,150.0 4.0 1.142 Im : Eq 11.3-1 Rd = 4.0 Is : Eq 11.3-2 Rd = 4.0 II : Eq 11.3-3 Rd = 3.60 Illm : Eq 11.3-4 Rd = 3.20 Ills : Eq 11.3-5 Rd = 3.20 IV : Eq 11.3-6 Rd = 3.20 Zmin : Basic Design Value = 971.86 Ibs Fyb 45,000.0 k3 Z= Z= Z= Z= Z= Z= 1.424 0.0 Ibs 1,441.41 Ibs 2,547.61 Ibs 2,918.67 Ibs 971.86 Ibs 1,229.06 Ibs Reference design value - Parallel to Grain Z *CM * CD* Ct * Cg * Cdelta = 971.861bs • Flitch Beam New Opening for Existing TB Maximum span = Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 13 ' 1" Tributary distance = 15 ' 8 " X •• • • • • • • •••• Simple Baam • Uniformly distributed Load •••• Dead Loads (DL) = 25 psf x 15.67 feet = 391.07 Ibs/fee! •TB 150 pcf x 8" x 16" = 133.33 Ibs/feet • -Iry •••• •••• • • • Live Loads (LL) = 30 psf x 15.67 feet = 470.812•Ibsfr&et •••• • TOTAL LOADS (W= DL+LL) = 995 Ibs/ feet 0000 • • •••• • •• • • • • • • • •• • • • • • • • Uniformly distributed Load W = 995 Ibs/ feet L = 13.08 feet • • • • • • • • • • • • •• • • • • • • • • •• • • • • • w •• • 2 M= (W x L I/8 = Moment from Table 3-23. Shears, Moments, and Deflections.(1.Simple Beam -Uniformly distributed Load) 3 Design of Flexural Members. Steel Construction Manual. M= (W x L2)/8 = 21289.7179 Ibs-feet M= (W x L2)/8 = 255,476.61 Ibs-inches V= (W x L/2)= 6,508.96 Ibs licable ASTM Specifications for Plates and Bars Part 2 General Design Considerations page 2-40 . Steel Construction Manual. Steel Type Carbon ASTM Designation A36 Plates and Bars to 0.75incl. fy Min Yield Stress = 36 ksi fb= 0.6xfy= 21.6 ksi fb = 21,600.00 psi S feq = M/ fb = 11.8276 inch3 Designation Rectangular Solid b = 3/8 inches h = 14 inches S plate = (b x h z )/6 h S plate = 12.25 inch3 > 11.8 inch3 *= 5 req OK Bolt Capacity = A 325 5/8" 0 in Single Shear V allowable= 6.4 Kip # of bolts at Support = 4 V allowable at Support= 25.6 Kip TOTAL LOADS (W= DL+LL) = 995.00 Ibs/ feet spacing of Thru Bolts = 16.00 inches Van= 995.00Ibs/feet 1.33 feet = 1,326.67 Ibs Vag= 1.33 Kip 6.40 Kip *=Vallowable OK Reaction = 6,508.96 Ibs Reaction = 6.51 Kip Use (4) 5/8" 0 Kwik Bolt3-CS 6" Min. Embedment 25.6 Kip *= V allowable OK at Support 158 NW 94th Street Miami Shores, FL 33150 Concrete Column C-1 Loads Overall Column Height = Concrete Shape Height = 1 ' 0 " •••••• • • • • Width = 0 ' 8 " • • Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 7 ' 8" •••• • • • •••• • • • • • •• • •• • • • • • • • •• • • • • Longitud Tributary = Near Door D-01-Wind Loads (WL)_ Near Window A -Wind Loads (WL) = ph -Wind Loads (WL) = •••• • • • •• •• •••• • 5 ' 10 " • • • • •• • • • • 72.42 psf 84.13 psf 64.50 psf Take the biggest Pressure between these options. Wind Loads (WL) = 84.13 psf • • • • • • • • •• • •• • • • • • • •• • q Lateral = 84.13 psf x Longitud Tributary = 490.78 Ibs/feet See Calculation Report 158 NW 94th Street Miami Shores, FL 33150 Tadeos Engineering LLC 14750 NW 77th Ct, Suite 205 Miami Lakes, FL 33016 305-903-8816 Concrete Column Lic # : KW-06011215 Description : C-1 Code References Project Title: Interior Remodeling and Addition Engineer: Luis O. de la Hoz Olivera Project ID:AR115 Project Descr: 158 NW 94th Street Printed: 1FiRD3P18, 8:33PM • . • •..••••. • • .• t.:& Licensee :+Tadeos Engineering L._C, KW-06011215 Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 ..r-,�..�.,e-.mom r Y .,,. EGeneral information f'c : Concrete 28 day stri E= Density fy - Main Rebar E - Main Rebar Allow. Reinforcing Limits Min. Reinf. Max. Reinf. 4.0 ksi 3,122.0 ksi 150.0 pcf 0.850 60.0 ksi = 29,000.0 ksi ASTM A615 Bars Used 1.0% 8.00/0 •••. • • • • • • •• • • • • • • • • • .•• • • . •• •• •S•• • • • LColumn Cross Section Overall Column Height = : 7.6'70:t End Fixity Top & Bottom litinned • Brace condition for deflection (buckling) along . • • . • X-X (width) axis : • • • Unbraced Length for X-X Axis buckling = 7.670 ft, K = 1.0 Y-Y (depth) axis : Unbraced Length for X-X Axis buckling = 7.670 ft, K = 1.0 � • • • • Column Dimensions : 12.0in high x 8.0in Wide, Column Edge to Rebar Edge Cover = 1.50in Column Reinforcing : 4 - #5 bars @ corners, Applied Loads -'~ Column self weight included : 767.0 lbs * Dead Load Factor BENDING LOADS... Lat. Uniform Load creating My-y, W = 0.4908 k/ft .DESIGN SUMMARY - 1 Entered loads are factored per load combinations specified by user. Load Combination +1.20D+0.50Lr+0.50L+W+1.60H Location of max.above base 7.619ft Maximum Stress Ratio 0.207: 1 Ratio = (Pu^2+Mu^2)^.5 / (PhiPn^2+PhiMn^2)^.5 Pu = 0.9204 k (p* Pn = 3.879 k Mu-x = Mu-y = 0.0 k-ft <P Mn-x = 3.618 k-ft <P Mn-y = 0.0 k-ft 17.643 k-ft lu Angle = 90.0 deg u at Angle = 3.618 k-ft Min at Angle = 17.511 k-ft Pn & Mn values located at Pu-Mu vector intersection with capac Column Capacities ... Pnmax : Nominal Max. Compressive Axial C. 396.584 k Pnmin : Nominal Min. Tension Axial Capa k ( Pn, max : Usable Compressive Axial Capai 206.224 k cQ Pn, min : Usable Tension Axial Capacity k rGoverning Load Combination Results Maximum SERVICE Load Reactions.. Top along Y-Y 1.882 k Bottom along Y-Y 1.882 k Top along X-X 0.0 k Bottom along X-X 0.0 k Maximum SERVICE Load Deflection Along Y-Y 0.0in at 0.0ft above base )r load combination : Along X-X 0.02417in at )r load combination : W Only 3.861 ft above base General Section Informaq = 0.650 R =0.850 p : % Reinforcin 1.292 % Rebar % Ok Reinforcing Area 1.240 inA2 Concrete Area 96.0 inA2 = 0.80 Governing Factored Load Combination Moment X-X Y-Y Dist. from Axial Load base ft Puk * Pn Utilization x gx .* Mux $ y 8y * Muy Alpha (deg) 8 Mu tp Mn Ratio Bending Analysis k-ft +1.40D+1.60H + 1.20 D+0.5 0 L r+ 1.60 L+ 1.60 +1.20 D+1.60L+0.50S+1.601 M2,min 7.62 1.07 200.60 M2,min 7.62 0.92 200.60 M2,min 7.62 0.92 200.60 1.000 0.08 90.000 1.000 0.06 90.000 1.000 0.06 90.000 0.08 13.96 0.005 0.06 13.96 0.005 0.06 13.96 0.005 • Tadeos Engineering LLC 14750 NW 77th Ct, Suite 205 Miami Lakes, FL 33016 305-903-8816 Concrete Column Lic. # KW-06011215 Description : C-1 Governing Load Combination Results. I Project Title: Interior Remodeling and Addition Engineer: Luis O. de la Hoz Olivera Project ID:AR115 Project Descr:158 NW 94th Street Printed: 1,NE 18, 8:33PM • • •• .-- i`>dd:2M. Licensee : Tadeos Engineering L'� .KW-06011215' Governing Factored Load Combination + 1.20 D+ 1.6 0 L r+0.50 L+ 1.60 + 1.20 D+ 1.60 L r+0.50 W + 1.6 +1.20 D+0.50L+1.605+1.601 + 1.20 D+ 1.60 S+0.50 W + 1.6 ( +1.20 D+0.50 Lr+0.50 L+W+1 +1.20 D+0.50 L+0.50 S+W +1 +1.20 D+0.50 L+0.20 S+E+1. +0.90D+W+0.90H +0.90D+E+0.90H Moment X-X Y-Y M2,min Actual M2,min Actual Actual Actual M2,min Actual M2,min Dist. from Axial Load • •••• • Bending Analysis I•C--Wt ' • • • •••• •• • .• • •• • • • � • • ••y•• • • • Wtilizatioa: • • • base ft Pu tp * Pn g x $x • Mux sy gy * Muy Alpha'(49) 8 Mu.4 Mn Rayp; • • • 7.62 0.92 200.60 1.000 0.06 98.008•• 0.06 1,3.96 0.005 .' 7.62 0.92 9.19 1.003 1.81 98.008 : 1.8/ 18.58 01197• •: • 7.62 0.92 200.60 1.000 0.06 98.000. 0.0C .. TIN 0.Q05 . 7.62 0.92 9.19 1.003 1.81 9810015 : 1.81..1$.58 O.Q97•' •; 7.62 0.92 3.88 1.003 3.62 90.000 3.62 • . %.51 0.207 7.62 0.92 3.88 1.003 3.62 90.000 3.62 17.51 0.207 7.62 0.92 200.60 1.000 0.06 90.000 0.06 13.96 0.005 7.62 0.69 3.88 1.002 3.62 90.000 3.62 17.51 0.206 7.62 0.69 200.60 1.000 0.05 90.000 0.05 13.96 0.003 I Maximum*Reactions Load Combination X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction Base @ Top @ Base @ Top @ Base Note: Only non -zero reactions are listed. My - End Moments k-ft Mx - End Moments @ Base @ Top @ Base @ Top +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H 0.847 +D+0.750L+0.750S+0.450W+H 0.847 +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H 1.129 +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only 1.882 E Only H Only Maximum Moment Reactions 1.129 1.129 0.847 0.847 1.129 1.882 0.767 0.767 0.767 0.767 0.767 0.767 0.767 0.767 0.767 0.767 0.767 0.460 0.460 0.767 Load Combination Moment About X-X Axis Base @ Top Note: Only non -zero reactions are listed. Moment About Y-Y Axis Base @ Top +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750 L r+0.750 L+0. 450 W +H +D+0.750 L+0.750 S+0.450 W +H +D+0.750 L+0.750S+0.5250 E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft k-ft Tadeos Engineering LLC 14750 NW 77th Ct, Suite 205 Miami Lakes, FL 33016 305-903-8816 Concrete Column Project Title: Interior Remodeling and Addition Engineer: Luis O. de la Hoz Olivera Project ID:AR115 Project Descr:158 NW 94th Street Printed: 1•FE!1018, 8:33PM • • • • • • •• •'• Lic. # : KW-06011215 ; i Licensee : Tadeos Engineering LLC; KW-06011215 Description : C-1 (Sketches 0.6 • • •••• • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • •••• • • • • • • • • • • • • • • • • • •• • •• • • • • • • Connector Calculation Wood Rafter Reactions: Rafter Rafter Length = 4.75 ft L1= Overhang = 0.00 ft L,=Rafter Span,= 3.33 ft L3=Rafter Span,= 1.42 ft Dead Loads (DL)= 25.00 psf Live Loads (LL) = 30.00 psf TOTAL LOADS (W= DL+LL) = 55.00 psf Long. Trib = 2.00 feet TOTAL LOADS (W) = Total Load X Long. Trib TOTAL LOADS (W= DL+LL) = 110.00 pound/ feet DL+LL Determine Reactions: RA=Wx(L1+ L2/2) RA= 183.33 Ibs Ra=(Wx(L2/2.L3) RB= 339.17 lbs Uplift Roof Zone = 3 Overhang Roof Zone = 3 Overhang Dead Loads (DL) = Wind Zone 3 = Wind Zone Overhang = Net Uplift Zone 3 = Wind Zone Overhang = 10.00 psf 94.36 psf 27.03 psf -84.36 psf -27.03 psf Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 a = 3.20 feet Long. Trib = 2.00 feet TOTAL LOADS (W) = Net Uplift X Long. Trib Determine Reactions: RA= W3 x (Li+L2/2)+WNerwnax1-1 RA=-281.20 Ibs Ra=W3x(L2/2+L3)+Wone,n,rex L3 Ra=-596.81 Ibs Lateral Force: Slope = 5:12 Area 1= 0.35 Area,= 0.35 Fl (Perp. To wall)= ph = F2 (Paralell to wall)= ps = Right Connecto B USE: Connector Label: 1 X 2.00 X 1.67 38.70 21.62 psf psf W=DL+LL l i 0.69 0.58 X X L1 i A X • • • • • •• • L2 I_ !.3 •• 4" ••••e• • • • • • • • • • • •• • W= DL(10p f) +0.6x WL 111111 IUIIIIIIIL LIIIIII Lt A L2 I. L3 sft sft Area 1 Area 2 Number of Trusses: • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • •• • • • • •• • 38.70 X 0.69 = 26.88 lbs 21.62 X 0.58 = 4.17 Ibs 3 • • • • • • • • • •• • • • • Model Manufacturer Approval Exp. Date Down (lbs) Uplift (lbs) Fl (Lat.Load Perp. to wall) F2 (Lat. Load Parallel to wall) Fasteners NVSTA 22 NU-VUE NOA 17-0802.10 05/22/2018 - 1426 1430 950 (9) lod x 1 1/2" into Wood Truss & (6) l0d x 1 1/2" into Seat Truss Total 0 1,426 1,430 950 Lateral Force: Uplift act Uplift allow 597 + 1,426 Slope = 5:12 Area 1 = 0.35 Area ,= 0.35 F1 (Perp. To wall)= ph = F2 (Paralell to wall)= ps = Left Connector A USE: Connector Label: 2 F1 act F3 allow 27 1,430 X 2.00 X 1.67 38.70 21.62 F2 act F2 allow 4 psf psf 950 0.44 1.00 1.00 1.00 OK 0.69 sft 0.58 sft X Area 1 = X Area 2 = Number of Trusses: 38.70 X 0.69 = 26.88 lbs 21.62 X 0.58 = 4.17 lbs 3 Model Manufacturer Approval Exp. Date Down (lbs) Uplift (lbs) F1 (Lat.Load Perp. to wall) F2 (Lat. Load Parallel to wall) Fasteners LGT2 SIMPSON FL 11473.7 - 2150 170 700 (16)16d Sinker into Wood Truss & (7) 1/4" x 2 1/4" Titen into Concrete Total 0 2,150 170 700 Uplift act Uplift allow 281 2,150 F1 act Fl allow 27 170 F2 act F2 allow 4 5 1.00 <_ 1.00 700 0.29 5 1.00 OK 158 NW 94th Street Miami Shores, FL 33150 Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 Wood Connectors • • • • • • OutRidge Rafter •• ••••• •s••: •. Rafter Length = 2.60 feet . • • • • • • OH Witdh= 1.42 feet • • • Rafter Spacing = 2.00 feet • •••• • • • • • •••• • • • •••• Donwload: Roof Area = 2.00 X 2 = 4.02 sft • • • • •••• • Dead Loads (DL) = 25.00 psf X Area = 25.00 X 4.02 :1181 RI • • • • • Live Loads (LL) = 30.00 psf X Area = 30.00 X 4.02 • 121 Ibs • • • • • • Download = DL+ LL • t Ib•: , • Uplift: •••�•• Roof Preassure Allow. (x0.6)=(Zone 3)= 94.36 psf Roof Area = 2 X 2.01 = 4.02 sft OH Preassure Allow. (x0.6)= (Povh3) = 27.03 psf OH Area = 2 X 1.42 = 2.83 sft 0.6 x Wind Loads (WL) = 94.36 X 4.02 + 27.03 X 2.83 = 455.99 Ibs Dead Loads (DL) for Uplift = 10.00 psf Uplift = 0.6 x DL+ 0.6 x WL =-431.87 Ibs Lateral Force: Slope = 5:12 Area 1 = 0.54 X 2 = 1.09 sft Area 2 = (slope x L/2 x (oH+IL-oHl/2) = 1.09 sft F1 (Perp. To wall)= ph = 38.70 psf X Area 1 = 38.70 X 1.09 F2 (Paralell to wall)= ps = 21.62 psf X Area 2 = 21.62 X 1.09 USE: Connector Label: 1 Number of Trusses: 3 41.99 Ibs 7.86 Ibs Model Manufacturer Approval Exp. Date Down (Ibs) Uplift (Ibs) Fl (Lat.Load Perp. to wall) F2 (Lat. Load Parallel to wall) Fasteners NVSTA 22 NU-VUE NOA 17-0802.10 05/22/2018 - 1426 1430 950 (9) l0d x 1 1/2" into Wood Truss & (6) l0d x 1 1/2" into Seat Truss Total 1,426 1,430 950 Uplift act Uplift allow F1 act + F2 act F1 allow F2 allow 431.87 41.99 1,426 + 7.86 1,430 950 0.34 5 1.00 5 1.00 5 1.00 OK 158 NW 94th Street Miami Shores, FL 33150 Luis Oscar de la Hoz Olivera, P.E. 73932 Tadeos Engineering LLC, CA# 31229 14750 NW 77th Ct., Suite 205 Miami Lakes, FL 33016 Wood Connectors Hanger 2 x 10 Wood Joist Joist Reactions from 2 x 10 Wood Joist Calculations Dead Loads (DL) = Live Loads (LL) = Wind Loads (WL) = DL + LL = 0.6x DL+0.6xWL= 206.00 Ibs 300.00 Ibs 0.00 Ibs 506.00 Ibs 123.60 Ibs Hangers Information from Face Mount Hanger Charts, page 131 SIMPSON Wood Construction Connectors 2017-2018 Joist Size 2 x 10 Model N° LUS28 Fasteners Header (6)-10d Joist (4)-10d DF/SP Allowable Loads Floor (100) 1,100 Ibs >= 506.00 Ibs OK Uplift (160) 1,165 Ibs >= 123.60 Ibs OK Code Ref. FL • • • •••• •• • • •• • • • • • •• • • •• • • •••• • • • • • • •.•• • • • •••• • •• •• •••• • • • • • • • • • • • • •• • 1) Uplift loads apply to l0d and 16d header fasteners. Uplift loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. 2)l0d commons or 16d sinkers may be used instead of the specified 16d at 0.84 of the table load value. Approval # from Code Reference Key Chart, page 14 SIMPSON Wood Construction Connectors 2017-2018 Agency State of Florida Code Listing FL10655.31 Code Ref. FL • • • • • • • • •• • • • • • • •• • 158 NW 94th Street Miami Shores, FL 33150 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. • SECTION A — PROPERTY INFORMATION • FOR INSURANCE COMPANY USE Al. Building Owner's Name GUILUZ LLC Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 158 NW 94 STREET Company NAIC Number: City State ZIP Code • : • ..' • I MIAMI SHORES Florida 3315p• : •. • • A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) • • • LOT 9 AND THE WEST 1/2 OF LOT 8 BLK 133 MIAMI SHORES SECTION 6 PB 10 PG 39 FOLIO# 1?--810T U33-0790 • . A4. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least A7. Building Diagram or a building with a) Square footage b) Number of permanent c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) 'Total net area d) Engineered Residential, Non -Residential, Addition, Lat. 25°86' 1318." N Long. ...- Accessory, etc.) RESIDENTIAL • • • • • • . 80°20'0800." W Horizontal Datum: obtain flood insurances. 1.0 foot above adjacent above adjacent grade OW 1927..L} • •• ••• grade NAD 1983 • • : • • • .. . • . . • • • 6 2 photographs of the building if the Number 8 Certificate is being used to 1,464 sq ft a crawlspace of crawlspace flood of flood openings flood openings? an attached of attached flood of flood openings flood openings? or enclosure(s): or enclosure(s) openings in the crawlspace in A8.b 665.28 sq or enclosure(s) within in sq ft within 1.0 foot sq in 0 ❑ Yes x No garage: garage 0 openings in the attached garage in A9.b 0 ❑ Yes x No SECTION — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES /120652 B2. County Name MIAMI-DADE B3. State Florida B4. Map/Panel Number 12086C0320 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/ Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) lZood Depth)one AO, use Base N/A B10. Indicate the source ❑ FIS Profile B11. Indicate elevation B12. Is the building Designation Date: of the Base Flood Elevation (BFE) ❑ Community Determined for BFE in Item B9: Coastal Barrier Resources ❑ CBRS data or base flood depth entered in Item B9: ❑ Other/Source: x FIRM datum used located in a 1929 ❑ NAVD 1988 ❑ Other/Source: (CBRS) area or Otherwise Protected ❑ OPA x NGVD System Area (OPA)? ❑ Yes x No FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No.'1660-0008 'Expiration Date: November 30, 2018' IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit,' Suite,. and/or Bldg. No.) or P.O. Route 'and Box No.. 158 NW 94 STREET . c•- Policy Number: City State ZIP Code MIAMI SHORES ` Florida, _ 33150 _ Company NAIC Number _.. -. '. _ w - • SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) . C1. Building'elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, Complet(items C2.a-h below according to the building diagram specified in Item A7. In Puerto e 8enchil IL Utilized: • BM N-568 ELV= 9.65 Vertical Datum: NGVD 1929 x Finished Construction . AR/A1-A30, AR/AH, AR /AO. Rico only, entdr meters. `' , • . • • Indicateele ion datumaased for the elevations in items a) through h) below. •• E •NGGD 192/ NAVD 1988 ❑'Other/Source: ' • • • •:Datum tsed for building efehtions must be the same as that used for the BFE.' ' ' • • • a) _Topapottom floorsincluding basement, crawlspace, or enclosure floor) 14 10 r Check the measurement used. i x feet ❑ meters . b) Top d'ftrie next r•f oor' - x feet' ❑ meters • • c) Bottpm of the blest horizontal structural member (V Zones only) N/A . x feet ` ❑ meters` • d) Attached•garage Stop of slab) N/A x feet ❑ meters - . • .. • e) Lowest elevation of machinery or equipment servicing the building 12 51. , x feet• '❑ meters (Descritle type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) • 11. 70 ' x feet ❑ meters g) Highest adjacent (finished) gi'ade next to building `(HAG) 11 89 "' x feet" ❑ meters' h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. x feet ❑ meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by 1 certify that the information on this Certificate represents my best efforts to interpret the data available. statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. law to'certify elevation information. 1 understand that any false t ❑ Check here'if attachments. Were latitude and longitude in Section A provided by a licensed land surveyor?, x Yes ❑ No Certifier's Name License Number • GINO FURLANO LS#5044 4 .1 , .. Q ��-�g_ 1d /- $'„ ' 0 l,/ PI , - - " - - ' / Arj� • e r,, ■ , , Title PROFESSIONALSURVEYOR & MAPPER - - •- Company Name .. - -.. .. .. ... . . J.A.F. SURVEYING SERVICES INC. ' t .. Address 2492 WEST 72 STREET City .L • State ° ZIP Code HIALEAH Florida 33016 . Signature Date Telephone 01/08/2018 (786) 416-1018 1 .4. 1 i i . . 4., . L 0 Copy ge • this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) , LONG & LATT OBTAINED IN FIELD WITH GPS, C2e= AIR CONDITIONER 12.51 LEFT SIDE OF HOUSE MIAMI DADE COUNTY,COUNTY BM# N-568 ELEVATION = 9.65} , r CROWN=' 12.68 - • • • FEMA Form 086-0-33 (7/15) Replaces all previous editions.' Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration -Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 158 NW 94 STREET Policy Number: City State ZIP Code MIAMI SHORES Florida 33150 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑feet meters LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is al ive.or below • • •• • • • • • • • •• 17above or ] bpJif w the WAG,: • • •• • above or 0below the IA(' • 9 (see Q2ges 1-2 of Instructions • •• •"' b)' Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ',Z above or [14dlow the HA'G.': • E3. Attached garage (top of slab) is ❑ feet ❑ meters F.]4 aDose or • below the HA • i E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters • • • • I Li'Abo* or ❑b'ejow the HAG. •• • with the community's certify this information in Section G. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 . Expiration Date: November 30, 2018 •_ IMPORTANT: In these spaces, copy the corresponding information; from Section A. ' FOR INSURANCE COMPANY USE Building Street Address (including Apt:, Unit; Suite, and/or Bldg" No.) or P.O: Routeand Box No. 158 NW 94 STREET 4 Policy Number: '- i _ :t 7 City , t . h State ZIP, Code MIAMI SHORES Florida 33150 Company NAIC Number • . + r, r "z ` SECTION G'- COMMUNITY INFORMATION (OPTIONAL) r The local official who is authorized by law or ordinance Sections A, B, C (or E), and G of this Elevation used in Items G8-G10. In Puerto Rico only, enter G1. ❑ Thejgfinmation in Section C was taken oo engireer,or architect who is authorized • • data in tfie Com -i is *ea below.) • •• ••; •• •• to administer the community's floodplain management ordinance can complete Certificate. Complete the applicable item(s) and sign below. Check the measurement meters' . - ' " • +" i from other documentation that has been signed and sealed by'e licensed surveyor, by law to certify elevation information. (Indicate the source and date of the elevation A , E fora buildinglocated'in Zone A without a FEMA-issued or communi ( ty-issued BFE) is provided for community floodplain management purposes. , , . A cemmuni offioial.00in leted Section 2 ty p 77. • or Zone AO. ' .4] TISMfollbQVing inftypplien (Items G4—G10) •..• • 1.14• Permit NumVef 1. ' • • • • ' r • ' ' • • . • ' . • • • • G5. Date Permit Issued _ 4 .. G6. Date Certificate of Compliance/Occupancy Issued , . . • • • •- G7. This petmMias been issued for: ❑ • ., . r G8. Elevation of as -built lowest•floor (including of the building: _ ! . i p.. vi ! f I G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: New Construction ❑ Substantial Improvement $ ` .. a basement) ' ❑ feet . -. t ❑ meters Datum i .. 7 r a s- -, 4 .. f1 } ❑ meters —Datum - building site:- • ""' - - feet ❑ feet ❑ meters Datum . • Local Official's Name Title Community Name Telephone Signature - Date• - • • , Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all• previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 158 NW 94 STREET Policy Number: City State ZIP Code MIAMI SHORES Florida 33150 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'I; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. • • • • ,, - w-�• • •• •• • • • ` iis6�, - �-.• e. • • • • • • . $.. ` . ..- _ - '... ..f�.. a.8 E... I ••• • • • •1 w+ _ • • . f .. • I" f�xm 4 ff • •• ,�,. • •• • .. ; .: A ; • • • •• •• af h `SST L. fCi^ PI Ilf de a % i`. -.;�iw ,.v.14 ',.• Photo One Photo One Caption FRONT VIEW TAKEN ON 01/08/2018 fi i f f.,,, 1 iii g g m 'frr .,„-- 11\ • f i , 4 i, V. X M ,.. Photo Two Photo Two Caption REAR VIEW TAKEN ON 01/08/2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 158 NW 94 STREET Policy Number: City State ZIP Code MIAMI SHORES Florida 33150 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. p., • • *} F- , r • •••• 1 aFRe 1 • • • •••• •• • • •••• i. ••••• S•• •• • • • • • • • 1140110 ... '•. .'.. — .. Photo One try, a : .. : 4. f' Photo One Caption RIGHT SIDE VIEW TAKEN ON 01/08/2018 , , t ar 4 ' 5` r � +�.ta '`' 4, f' S e t i ;'1k '.'III r�' .� ri $ d Y11 Y ar � 111 111 ,7 111 r.j Photo Two Photo Two Caption LEFT SIDE VIEW TAKEN ON 01/08/2018 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 TADEOS ENGINEERING April 16, 2018 Attention to: Building Department City of Miami Shores Village Tadeos Engineering LLC 14750 NW 77th Ct., Suite 205, Miami Lakes, FI. 33016 Email: I uis@tadeosena i neeri ng.com Phone: 305 903-8816 Respo e to City's Comments rocess No. 17-2890. Re: Existing House, Interior Remodeling and Addition at 158 NW 94th ST, Miami Shores FL 33150. Comments: 4. Building under going Level-2 alteration should comply with the requirements of chapter 8 of the 2014 FBC, existing Building. Including section 807 Structural, and section 811 Energy conservation...., Note calling for code under the addition an alteration is done. 5. Coordinate information on architectural plans with the information on the MEP's and structural...., Under revision 1 floor plan layout were updated for MEP and architectural drawing they are on the same back ground. Roof overhang has been modified in A-03 to structural plans, section on A-03 has been modified to match structural. 6. Sheet A.00. Is the driveway existing or new? ..., On A-00 driveway note has been change to new driveway. 7. New shower should comply with requirements of Section P2708... Shower dimensions are ok with code regulations, note on A-03 has been added for code regulations. 8. Reflect scope of word for entire project on the plans. Including floor system. ... On A-01 scope of work has been added. 9. Provide details and specifications for the new roof. ... Roofing will be under separated permit, note on A-03 has been clouded on section. 10. Detail 4/S-2. Specify the minimum required support of the new 2x6 wood rafter over the existing TB. See Updated Detail 4/S-2 11. Provide details and specifications for the new sheathing...See Section 3/S-2 Should you have any Respectfully, Luis Oscar de la Hoz 0 r•ieed adc1it+final information, please do not hesitate to contact us. - u2 TADEOS April 16, 2018 Tadeos Engineering LLC 14750 NW 77th Ct., Suite 205, Miami Lakes, FI. 33016 Email: lu isetadeosengineering.com Phone: 305 903-8816 Attention to: Building Department City of Miami Shores Village Response to C Process N . 17-2890. RECE r rr-TI, APR 2'$ 018 B it ' Comments Re: Existing House, Interior Remodeling and Addition at 158 NW 94'h ST, Miami Shores FL 33150. Comments: 4. Building under going Level-2 alteration should comply with the requirements of chapter 8 of the 2014 FBC, existing Building. Including section 807 Structural, and section 811 Energy conservation...., Note calling for code under the addition an alteration is done. 5. Coordinate information on architectural plans with the information on the MEP's and structural...., Under revision 1 floor plan layout were updated for MEP and architectural drawing they are on the same back ground. Roof overhang has been modified in A-03 to structural plans, section on A-03 has been modified to match structural. 6. Sheet A.00. Is the driveway existing or new? ..., On A-00 driveway note has been change to new driveway. 7. New shower should comply with requirements of Section P2708... Shower dimensions are ok with code regulations, note on A-03 has been added for code regulations. 8. Reflect scope of word for entire project on the plans. Including floor system. ... On A-01 scope of work has been added. 9. Provide details and specifications for the new roof. ... Roofing will be under separated permit, note on A-03 has been clouded on section. 10. Detail 4/S-2. Specify the minimum required support of the new 2x6 wood rafter over the existing TB. See Updated Detail 4/S-2 11. Provide details and specifications for the new sheathing...See Section 3/S-2 Should you have any, Respectfully, Luis Oscar de la Hoz Oli rneedadditiorial information, please do not hesitate to contact us. • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000487-2018 Permit Number: RC-12-17-2890 Scheduled Inspection Date: October 10, 2018 Inspector Naranjo, Ismael Owner: GUILUZ LLC Address: 158 NW 94 ST Miami Shores, FL Project <NONE> Contractor: JAGER INSTERNATIONAL INC JORGE HECTOR SUMBRE Permit Type: Building (Residential) Inspection Type: Building Final Work Classification: Addition/Alteration Phone Number: 3059269129 Parcel Number. 1131010330790 Phone Number: 3059269129 Building Department Comments RENOVATION KITCHEN AND BATHROOM /CLOSETS CHANGE WINDOWS IN LIVING ROOM AND TILE IN BATHS AND KITCHEN AND FLOORING 01-02-2018 Stop work order issued on 12-27 -2018 for failure to obtain permits as required under section 105.01 Checklist Item General Comments Passed Passed False Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Comments Inspector Comments October 09, 2018 For Inspections please call: 305-762-4949 Page 26 of 34 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. .-L (7— 2eD,C) TAX FOLIO NO. (1- 310 j -033- 0790 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: STATE OF FLORIDA. COUN. THE UNDERSIGNED hereby gives notice that improvements will beir> a this is a property, and in accordance with Chapter 713, Florida Statutes, the fellpwjngoithOFFRACPrice is provided In this Notice of Commencement. 1. Legal description of property and treet/address: I..O Grit^ 2. Description of Improvement: 10 tinc3 0►ncra of MAY 0920 WITNESS my hand and HARVEY RUVI�11, CLER Sy I 1IIii Hill 11111 11111 11111 lllll 1l1l1 11il _[rt I 2f{=t1,_ 0 7 F. _.'49 P, B K. 3097 97 1 I''9 .i. 98 :I, {1 Pq s} OF DADE copy of the day of A D 20 eal. rt and County Courts ace`s o e'r s= v [f'ior use of r 1'ck 133 of' tS i iJ� c !rolS Gom brcz el N' cr # bt 5 _n ura c-1 33160 4. Contractor's name, address and phone number: k . 1 7 . 31 c.r - bt5 Apt f{a 41 • .3o5 92C-. 12.9 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 3. Owner(s) name and address: C±U Interest In property: OtirslfJI - Name and address of fee simple titleholder: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: _ . r-'vMg2l= 16151 ti% cr 31 9. Expiration date of this Notice of Commencement:.�•1v V 201 E3 Tffe, expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YO R P PERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.U I END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Y,U OT E OF COMMENCEMENT. 1 Signatures) of O r_Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By _ Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE ;� �/ The forego instru ntnw�as ackn wle ed before me thy� day of 1 ,� err Lr By r �1C! Urn 21 0 k ividua , or 0 as for 1 Print Name Title/Office y❑ Personally known, orFoduced the following type of Id / Signature of Notary Public Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of pe jury, 1 declare that I have read the foregoing and that the facts s . ted it are true, to the best of my knowledge and belief. Signature Ow j er(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By 1 By 127_0,-52 PAO MAHARATRAAJKALEZ MY COMMISSION # GG 044602 EXPIRES: November 2, 2020 Bonded Thru Notary Public Underwriters