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REV-16-2413Miami 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 BUILDING PE MIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS RECEIVED AG 3 0 2016 BY • FBC201 Master Permit No. RC - 6" i5 c' �/ 6.2,( Sub Permit No. lEV t C- 2 'T t 3 FJ(REVISION ❑ EXTENSION RENEWAL ❑ CHANGE OF n CANCELLATION ❑ SHOP / p CONTRACTOR DRAWINGS JOB ADDRESS: 1.20/ Ne 7 yT S ael- City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: NO BFE: FFE: OWNER: Name (Fee Simple Titleholder): De1.4-ritco 1) 4Di15 Phone#: Address: (f( Pe gilt( SS'iece r City: k/! State: Tenant/Lessee Name: Phone#: Email: Zip: 3 13 e CONTRACTOR: Company Name: ©xt CO,( %RcJcV ' 'Q(C , 4(.4_ Phone#: (9J 162a360 Address: geso WEST 6ra-e- C 1Z �y/ 3'20 City: D,4U[C State: FL Zip: 33325 Qualifier Name: -36(2{E t jt(E„e(IEz Phone#:(9 ) WK35D State Certification or Registration #: CC /5(8.?.5 DESIGNER: Architect/Engineer: Address: FA- B (O r6L.,6fi /.2 (O 5k) 04'T 1 pfW+GE Certificate of Competency #: Phone#: 67-tg6) (9-5 (10 l L City: /7/518a?0/(,6,vr state: FL- Zip: 3 3 02? Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration I I New Repair/Replace n Demolition Description of Work: RDOF 5r Rd c'Tu R-e (G to AD AA) c-0 jwN 12- 1R Specify color of color thru tile: Submittal Fee $ y" Permit Fee $35 • Z CCF $ CO/CC $ Scanning Fee $ 9 . Ci Radon Fee $ DBPR $ Notary $ 6 . CO Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (2 0 " Bond $ ( Q TOTAL FEE NOW DUE$ I(O 1• CI (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 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.bedelivered 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. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this S6 day ofV6vST , 20J by who is personally known to me or who has produced pPU LI.0 N as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Cic & J Seal: APPROVED BY (Revised02/24/2014) Notary Public State of Florida Sindia Alvarez o My Commission FF 156750 Expires 09/03/2018 Signature - mo mow -"TsN /ACTOR The foregoing instrument was acknowledged before me this . day of -ST ,20 ( ,by 302_GE-1JIS1€0.q who is personally known to me or who has produced ' , e as identification and who did take an oath. NOTARY BLIC: Sign: Print: eal: Sl(�IA 4 ),),a _c rG� Notary Public State of Florida Sindia Alvarez of My Commission FF 156750 8 ********************* **v%.kExpires .N** 03/201* Plans Examiner Structural Review Zoning Clerk Address: Building Department TI 3OS 79 72f4- FtKt (3051"756:8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. Owner's Name, (Fee Simple Tide htc lder): AZ.Nt-t}t) \ Phone #: 4 tq-3 6 f 3 Owner's Address: \ 24) 1 h Ik, CI • City: NI I AM I State : -�. Zip Code: 13 °a Job Address (Of where work is being done): t i/U N e V t q ( Ste[ City: A (Miami Shores State: Florida Zip Code: (?J Contractor's Company Name: OM 60R.Cer UV` b N• Phone ##: t !' t 913 . Address: j�i-3 J 0 V 6-s T S� P T At) + r City: Nor/ (t State: =V ` Zip Code: `3 �i 7i 2 95 Qualifier's Name : Lic. Number. Archiitect/frtgineer of -Record Name: 'TON (0 C.A14€A,AS MIA1A1 &atm� Zips 331;. Phone :#: 305 261 037-1 Describe work i` hereby; certify that the work has been abandoned andkw the contractor/architect is unable or unwilling to complete the contract. 4 dun _ ffiel and the Miami Shores harmless alai! le Signaitu or Agent The foregoing instrument was aknowledged before me sfns23 day of \(ALA( ,2O j(dby Who is personally known to me or who has produced .rtceA i t Zitive-E S L. PETER REOALADO * MY COMMISSION i FF 906215 EXPIRES: August 3, 2019 Banded Thru Budget Notary Service' Signature as indentification. 'The foregoing instrument was aknawled this /5- day of /9 -e).5 , 2fi �] c>7e1t Z d before me - Jiea .5-1/4 .e who is rs ly known to me�` who has produced F ' te2e ' - / as indentiRcadon. Notary -Public/ Sign: Seat: * +V .:;44f. MARTA LUIS * MY COMMISSION M FF 936975 EXPIRES: March 15, 2020 +re Fe�°' Bonded Thru Budget Nolan/Services STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 GUTIERREZ. JORGE L OM CONSTRUCTION SERVICES LLC 12850 W STATE ROAD 84 SUITE 3-20 DAVIE FL 33325 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong Every day we work to improve the way we do business in order to serve you better, For information about our services, please og onto www.myftoridalicense.com, There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives Our mission at the Department is: License Efficiently, Regulate Fairy, We constantly strive to serve you better so that you can serve your customers. ! hank you for doing business in Florida, and ccr,grafulauicns on your new iicensel- %,TT GOVERNOR The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL GULATION CGC1518755. ~_1SEU, 09/1512016 CERTIFIED GENERA GUTIERREZ, JORGE" OM CONSTRUCTION IS CERTIFIED ,and*,, the rzrov,s:cna r C' 4 DETACH HERE KE B S OM OWNER OM CONS Worke OCATICN TI ON SERVIC{ -)E CO _LC ECEIPT NO RENEWAL 7008923 SEC. TYPE OF BUSINESS 196 GENERAL BUILD1NG:ry CGC1 S18755. This: c t rrsiness Tex Receipt only cornti; n }; permit r a cr rtificetion of the holder s qu or nongovernmental regulatory laws and re The RECEIPT NO. above roust be displayed on ad coati For more iriturrnz3tio11, vis EXPIRES SEPTEMEER 30, 2017 Ntust be (1i:4)k:1N/oil piJce Of business Pursuant in County A Art..9 , 10 OR PAYMENT RECEIVED BY TAX COLLECTOR S75.00 09' ;. , 116 ness Tax. The Hec older must Con3ply ppty to th€ business, rt;i l vohicles Miami --Dade Code Stye Szi--276. CREDITCARD lv,tpvltaxt;Ql!octu, y gov'emmenta Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING CRITIQUE DATE: 09-09-2016 PERMIT NUMBER: 16-2413 Change of design professional should comply with the requirements of Florida Administrative code 6101-18.002 Ismael Naranjo, B.O, CFM Building Director STRUCTURAL DESIGN REPORT RESIDENCE OF BERNANRD LEE AND DEMETRIO LORIS. 1201 NE 94st MIAMI SHORES, FL 33138 DATE: AUGUST 2016 STRUCTURAL DESIGN: FABIO DELGADO, P.E. LIC. No 76040 Thse calculations have been prepared in accordance with the following codes and sl ndards: • • • • • •• • • • • • • • • • • • • • • •• . • • . • • • • • • •• • • ••. • • • • • • • •• • • • •• • • • • • • • ••• •• • • • • • • • • • • • • • • •••• • • • •• • • FLORIDA BUILDING CODE 2014 j STRUCTURAL REViE ' p': • ASCE 7-10 APPROVED • ACI 318-11 • AISC MANUAL OF STEEL CONSTRUCTION; AISG-36040 ti • ACI530-11 • NDS FOR WOOD CONSTRUCTION, NDS-12 (2012 EDITION) Design Criteria: • Roof Dead Load = 20 psf. • Roof Live Load = 20 psf. • #2 Southern Pine = Modulus of Elasticity = 1600 ksi • Allowable Soil Bearing Pressure = 1500 psi • Concrete Compressive Strength: = F'c 2500 psi. FABIO DELGADO, P.E. LIC. No 76040 DATf7, EL.LTJON. . Fb =750 psi. Fv = 175 psi. l \\\\111 I I I I iiN O s * ; No 76040 ' �v;sia91'ic* *=-: 1240 SW 177th Terrace. Pembroke Pines, FL 33029 /////�4., .ORION - G����\ /// "'NA I I EN \\\� • • • • Project: Lee & Loris Residence 16-036.prx Location: Joist 2x12 Multi -Span Roof Beam [2015 International Building Code(2012 NDS)] 1.5 IN x 11.25 IN x 16.75 FT #2 - Southern Pine - Dry Use Section Adequate By: 51.9% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.12 IN L/1616 Dead Load 0.16 in Total Load 0.29 IN U704 Live Load Deflection Criteria: U180 Total Load Deflection Criteria: U180 REACTIONS Live Load Dead Load Total Load Bearing Length A B 168 Ib 168 Ib 211 Ib 211 Ib 379 Ib 379 Ib 0.45 in 0.45 in BEAM DATA Center Span Length 16.75 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 16.75 ft Roof Pitch 0 :12 Roof Duration Factor 1.25 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Southern Pine Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -L to Grain: Base Values Fb = 750 psi Fb' = 938 psi Cd=1.25 CF=1.00 Fv = 175 psi Fv' = 219 psi Cd=1.25 E = 1600 ksi E' = 1600 ksi Fc -1= 565 psi Fc - -L' = 565 psi Adjusted Controlling Moment: 1628 ft-lb 8.38 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -379 Ib 17.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Read Provided 20.83 in3 31.64 in3 2.6 in2 16.88 in2 45.53 in4 177.98 in4 1628 ft-Ib 2472 ft-Ib -379 Ib 2461 Ib StruCalc Version 9.0.2.5 8/28/2016 10:03:37 AM page o� LOADING DIAGRAM • • • • • • Mk 16e768•. • • • • . • • • • • • • • • • • • • ROOF LOADING Roof Live Load Roof Dead Load Roof Tributary Width Side One Roof Tributary Width Side Two Wall Load • • *Center • • • • RLL•�•••21,0 psf •••• RDIs••••20 psf •••••• TWA F••O.5 ft • TW:= • 0.'S. ft • WA,.L = • 0 plf • • . • • • • • POINT LOADS - CENTER SPAN Load Number One Live Load 0 Ib Dead Load 20 Ib Location 8.38 ft •. • • • • • • • • •• • • • BEAM LOADING Total Live Load Total Dead Load (Adjusted for Roof Pitch) Beam Self Weight Total Load Center 20 plf 20 plf 4 plf 44 plf NOTES Project: Lee & Loris Residence 16-036.prx Location: COL4 Column [2015 International Building Code(2012 NDS)] 3.5 IN x 3.5 IN x 10.0 FT #2 - Southern Pine - Dry Use Section Adequate By: 34.4% VERTICAL REACTIONS Live Load: Dead Load: Total Load: Vert-LL-Rxn = 1427 Ib Vert-DL-Rxn = 1617 Ib Vert-TL-Rxn = 3044 Ib COLUMN DATA Total Column Length: 10 ft Unbraced Length (X-Axis) Lx: 10 ft Unbraced Length (Y-Axis) Ly: 10 ft Column End Condtion-K (e): 1 Axial Load Duration Factor 1.00 COLUMN PROPERTIES #2 - Southern Pine Compressive Stress: Bending Stress (X-X Axis): Bending Stress (Y-Y Axis): Modulus of Elasticity: Column Section (X-X Axis): Column Section (Y-Y Axis): Area: Section Modulus (X-X Axis): Section Modulus (Y-Y Axis): Slenderness Ratio: Base Values Adjusted Fc = 1250 psi Fc' = 379 Cd=1.00 CF1.16 Cp=0.26 Fbx = 750 psi Fbx' = 1100 Cd=1.00 CF=1.47 Fby = 750 psi Fby' Cd=1.00 CF=1.47 E = 1600 ksi E' _ psi psi = 1100 psi 1600 ksi dx = dy = A= Sx = Sy = Lex/dx = Ley/dy = Column Calculations (Controlling Case Only): Controlling Load Case: Axial Total Load Only (L + D) Actual Compressive Stress: Allowable Compressive Stress: Eccentricity Moment (X-X Axis): Eccentricity Moment (Y-Y Axis): Moment Due to Lateral Loads (X-X Axis): 3.5 3.5 12.25 7.15 7.15 34.29 34.29 Fc = 249 Fc' = 379 Mx -ex = 0 My-ey = 0 Mx = 0 Moment Due to Lateral Loads (Y-Y Axis): My = 0 Bending Stress Lateral Loads Only (X-X Axis): Fbx = 0 Allowable Bending Stress (X-X Axis): Fbx' = 1100 Bending Stress Lateral Loads Only (Y-Y Axis): Fby = 0 Allowable Bending Stress (Y-Y Axis): Fby' = 1100 Combined Stress Factor: CSF = 0.66 in in in2 in3 in3 psi psi ft-lb ft-Ib ft-Ib ft-Ib psi psi psi psi StruCalc Version 9.0.2.5 8/28/2016 10:03:36 AM page /of LOADING DIAGRAM loft A • • • • • •• • . ••.• • • • • • • • • •• •• • . • • • • • •• • • ... • • ..•. •• • .• • • •• . • • • • . • •• • • .••• • . • • • • • • • • • • • • • • • •• • • . • • • • • • •• • • . . AXIAL LOADING Live Load: Dead Load: Column Self Weight: Total Load: * Load obtained from PL = 1427 1b * PD = 1588 lb* CSW = 29 Ib PT = 3044 Ib Load Tracker. See Summary Report for details. NOTES Project: Lee & Loris Residence 16-036.prx Location: Girder (3) 2x12 Multi -Span Roof Beam [2015 International Building Code(2012 NDS)] ( 3 ) 1.5 IN x 11.25 IN x 16.75 FT #2 - Southern Pine - Dry Use Section Adequate By: 84.1% Controlling Factor: Moment StruCalc Version 9.0.2.5 8/28/2016 10:03:36 AM page o� CAUTIONS * Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center Live Load 0.12 IN U1616 Dead Load 0.15 in Total Load 0.27 IN U734 Live Load Deflection Criteria: U180 Total Load Deflection Criteria: U180 REACTIONS Live Load Dead Load Total Load Bearing Length A B 503 Ib 503 Ib 604 Ib 604 Ib 1107 Ib 1107 Ib 0.44 in 0.44 in BEAM DATA Center Span Length 16.75 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 16.75 ft Roof Pitch 0 :12 Roof Duration Factor 1.25 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Southern Pine Bending Stress: Shear Stress: Modulus of Elasticity: Comp.1 to Grain: Base Values Adjusted Fb = 750 psi Fb' = 1078 psi Cd=1.25 CF=1.00 Cr=-1.15 Fv = 175 psi Fv' = 219 psi Cd=1.25 E = 1600 ksi E' = 1600 ksi Fc -1= 565 psi Fc -1' = 565 psi Controlling Moment: 4632 ft-Ib 8.38 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 1106 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Read 51.55 in3 7.58 in2 130.9 in4 4632 ft-Ib 1106 Ib Provided 94.92 in3 50.63 in2 533.94 in4 8528 ft-lb 7383 Ib LOADING DIAGRAM • • • • •. • • • • • • • ••Y• •• • • • • •• • • •• • • • • 16115 ft • • • • • • • • • • •• •• • • • • • • • • . 4• • • • • • • • • ROOF LOADING • „Qe,nter Roof Live Load RLL:= • 2Q psf • Roof Dead Load RDL = 20 psf Roof Tributary Width Side One TWi = • 5..5 ft Roof Tributary Width Side Two TW2 =. 2. ft • • •; . • Wall Load WALL = 0 plf • • . • • •• • • • • BEAM LOADING Total Live Load Total Dead Load (Adjusted for Roof Pitch) Beam Self Weight Total Load Center 60 plf 60 plf 12 plf 132 plf NOTES Project: Lee & Loris Residence 16-036.prx Location: Beam (2) 2x12 Multi -Span Roof Beam [2015 International Building Code(2012 NDS)] (2) 1.5 IN x 11.25 IN x 18.7 FT (4 + 10.7 + 4) #2 - Southern Pine - Dry Use Section Adequate By: 14.2% Controlling Factor: Moment StruCalc Version 9.0.2.5 8/28/2016 10:03:36 AM page //of CAUTIONS * Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center Right Live Load -0.10 IN 2U1000 0.08 IN U1600 -0.10 IN 2U1000 Dead Load -0.08 in 0.07 in -0.08 in Total Load -0.18 IN 2U534 0.15 IN U829 -0.18 IN 2U534 Live Load Deflection Criteria: U180 Total Load Deflection Criteria: U180 REACTIONS Live Load Dead Load Total Load Bearing Length A B 924 Ib 924 Ib 984 Ib 984 Ib 1908 Ib 1908 Ib 1.13 in 1.13 in BEAM DATA Left Span Length 4 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 4 ft Roof Pitch 0 :12 Roof Duration Factor 1.25 Notch Depth 0.00 Center Right 10.7 ft 4 ft 0 ft 0 ft 10.7 ft 4 ft MATERIAL PROPERTIES #2 - Southern Pine Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -I- to Grain: Base Values Fb = 750 psi Fb' = Cd=1.25 CF=1.00 Fv = 175 psi Fv' = 219 psi Cd=1.25 E = 1600 ksi E' = 1600 ksi Fc -1= 565 psi Fc -1' = 565 psi Adjusted 938 psi Controlling Moment: 4327 ft-Ib 5.35 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -1717 Ib 11.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2, 3 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Redd Provided 55.39 in3 63.28 in3 11.77 in2 33.75 in2 119.94 in4 355.96 in4 4327 ft-Ib 4944 ft-lb -1717 Ib 4922 Ib LOADING DIAGRAM • • • • • •• • • • •••• •• • • • • •• • • • • 1-4 ft •••• 10.7 ft •••• • • •••• • • • • 111.• WIN 0•• ROOF LOADING g Cuter Ri ht • Roof Live Load RLt = • /0 psf • 20 • psf 20. p ► • Roof Dead Load RDL = 20 psf . • tile psf 20 psf Roof Tributary Width Side One TV�i1 = • 0,5 ft •0.5 ft Roof Tributary Width Side Two TW2'=41 d5 ft •'?.':'t Wall Load WALL = 0 plf • • 0 tilf 0% ft • 0 plf BEAM LOADING Left Center Right Total Live Load 20 plf 155 plf 20 plf Total Dead Load (Adjusted for Roof Pitch) 20 plf 155 plf 20 plf Beam Self Weight 8 plf 8 plf 8 plf Total Load 48 plf 318 plf 48 plf NOTES