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REV-17-2625vpCT 42.017 CALCULATIONS FOR Interior Alteration 9220 Biscayne Blvd. Miami Shores, FL 33138 Submitted to: Miami Shores Village Building Department INDEX E. LAB ti • �� • • • • \ . 5 STAT OR ` reppared 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 • . • . . . . . •. . .... . . . .... . . .... . . • . •. . • • .. ,ITEm_i --- ..'.pAGE .,:. I. Special Inspector form • • • 1 • II. Steel Beam Calculation 2-4 ' ' III. Steel Column Calculation T. • • • • -7 . : • IV. Anchor Calculation 8-11 • • • V. Wood Connector 12-13 VI. Footing 14-15 • • • • • • • •• • • Miami Shores Village Building Department 10050 NE 2nd 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 se ices under a Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the ?'� t X/vd, project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the State of Florida. 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 individual(s) Pmployed by this firm or me is authorized representative to perform inspec on* 1. Li de (/ 1 2. 3. 4. *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. 1 (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 display eekin a: • • • • • • •convenient location on the site for reference by the Miami Shores Building Department Inspeetr.. All • • • • mandatory inspections, as required by the Florida Building Code, must be performed by the Miatrei Shores • Building Department .Inspections performed by the Special Inspector hired by the owner aje' eratidition r? • • • the mandatory, irisj ection. pex formed by the department. Further, upon completion of work Under each • • •• • Building Pe inspectiortl professi�� Code add' sir Signed arid. Date: vki l<subinIftq the:Building Inspector at the time of the final inspection the:ddtDleted : • • • itist d tfjteiiient indicating that, to the best of my knowledge, befiEf 311d • • ose portion'' lthe project outlined above meet the intent of the FlDtitl34tilding • & orlon a with the approval plans. • EngLirer/c$ifect �• • • • Name 6 f Address t4� ' �(,J 9> (Lel •• • • • BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 .,- Ti \7ED I OCT ,4 2017 3't Y: Sth FBC 2014 Master Permit No. CCnn��� - I G—�cS56 Cal. Sub Permit No. l 25 z BUILDING ❑ ELECTRIC ❑ ROOFING EVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1/0 S ca 7 e (!.\ Vcc, City: Miami Shores County: Miami Dade Zip: 31 M; Folio/Parcel#: (-32. 06 — o14 — GO Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 42l-? i SC I,*.4 Address: G I' 1-r-6/ �`L.. Phone#: S6/-3s"? City: (1..�► z /� • . • State: F Zip: ?✓ ( 1 Tenant/Lessee Name: Email: i hr C- g(v` I•(_) Phone#: CONTRACTOR: Company Name: T p ¢r2_ZA c t 1 Id e rS I I C Phone#: Address: 1'Za ,..4 S,i TTTTv it 1Nr (�• State: R_ Zip: V-3 at ( �r- Qualifier Name: LLf. j ;j c R.2A (1.4 kkr€.,.. -r. Phone#: State Certification or Registration #: C (-C iCt J31 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: City: w ► ..� �'?E'' �•:`/' Value of Work for this Permit: $ fc Square/Linear Footage of Work: Type of Work: ❑ Addition 1-1Alteration❑ New Description of Work: So ' r- LL 'C, L` % ❑ Repair/Replace lrUSVCS zed 1117 Demolition or9 Specify color of color thru tile: Submittal Fee $' Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ IUD Training/Education Fee $ Double Fee $ Bond $ ''% / TOTAL FEE NOW DUE $ (� 1 soo (Revised02/24/2014) Bonding Company's Name (if applicable) BondiniCompany's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven 7) days after the building permit is issued. In the a.sence of such posted notice, the inspection will not be approved and a rei_ j tion fee will be charged. Signature OWNER or The foregoing instrumen wa ack owledged before me this (2_ day of C:3 . rj ' , 20 q , by • \‘h. < , who is personally known to me or who has produced identification NOTARY PUB TIN G TORRISI MY COMMISSION # FF964004 EXPIRES February 23.2020 mammas Com Sign: (� Print: Seal: as Signature NTRACTOR The foregoing instrumen wa acknowledged before me this 4.-. day of t S' . , 20 11 by Lt) N.0 , who is personally known to me or who has produced --D- identification and w NOTARY PUBLIC: Sign: Print: Seal: as MARTIN G TORRISI MY COMMISSION # FF964004 EXPIRES February 23.2020 a f leNoteryServko.com ************************************************************************************************************ APPROVED BY (Revised02/24/2014) Plans Examiner Structural Review Zoning Clerk TADEErAIGINEEOS Tadeos Engineering LLC 14750 NW 77th Ct. Suite 205, Miami Lakes, FL. 33016 CA# 31229 Email: luis@tadeosenaineering.com Phone: 305 903-8816 lit 47( a '4-8 _ g,r4/ (i2 kk4 r ?e..(>< P4j( b(� 144 .91 -r • •• •• • • q• • • •• • 1., • • •••• • •• •••• •• • • • •• • • • •••• • •• • • •• •• • • • • • • • • • •• ••• •••• • •.•• • • • • ••• • •• • .• • • • • • • 9220 Biscayne Blvd., Miami Shores, FL. 33138 Tadeos Engineering LLC 14750 NW 77th Ct., Suite 205 Project Title: 9220 Biscayne Blvd. Engineer: Luis O. de la Hoz Project Descr: Interior Alteration Steel Beam Lic. # : KW-06011215 Description : New W6x12 Beam (at roof ceiling) CODE REFERENCES Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis MethoAllowable Strength Design Beam Bracing Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Project ID:AC040 Printed: 14 OCT 2017, 4:45PM Licensee : Tadeos Engineering LLC, KW-06011215 D(0.1350))L(0.1350) Fy : Steel Yield 50.0 ksi E: Modulus : 29,000.0 ksi mot: W6x8.5 Span = 8.160 ft W6x8.5 Span = 11.160 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Loads on all spans... Uniform Load on ALL spans : D = 0.1350, L = 0.1350 k/ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : 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 Vertical Reactions Load Combination Overall MAXimum Overall MINimum +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+0.4 50 W +H +D+0.750L+0.750S+0.450 W+H +D+0.750L+0.750S+0.5250E+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 0.250: 1 Maximum Shear Stress Ratio = W6x8.5 Section used for this span 3.484 k-ft Va : Applied 13.953 k-ft Vn/Omega : Allowable +D+L+H Load Combination 8.160ft Location of maximum on span Span # 1 Span # where maximum occurs 0.058 in Ratio = 2,326 >=360 0.058 in Ratio = 2,326 >=360 0.119 in Ratio = 1128 >=240. -0.007 in Ratio = 14433 >=240. Support notation : Far left is #• Design OK • • Valises in CPS 0.094 : 1 W6x8.5 1.866 k 19.822 k +D+L+H 8.160 ft Span # 1 Support 1 Support 2 Support 3 0.709 0.219 0.366 0.709 0.366 0.366 0.623 0.623 0.366 0.366 0.623 0.623 0.623 0.219 0.219 0.366 0.344 3.429 1.242 1.060 0.384 1.767 0.640 3.429 1.242 1.767 0.640 1.767 0.640 3.014 1.091 3.014 1.091 1.767 0.640 1.767 0.640 3.014 1.091 3.014 1.091 3.014 1.091 1.060 0.384 1.060 0.384 1.767 0.640 1.662 0.602 • • • • • • • • • • •• • • •• • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • •• • • • • • •• •••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • Tadeos Engineering LLC 14750 NW 77th Ct., Suite 205 Steel Beam Lic. # : KW-06011215 Description : New W10x15 Beam Project Title: 9220 Biscayne Blvd. Engineer: Luis O. de la Hoz Project Descr: Interior Alteration CODE REFERENCES Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Methoa411owable Strength Design Beam Bracing Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending F W10x15 Span = 8.160 ft Project ID:AC040 Printed: 14 OCT 2017, 4:35PM Licensee : Tadeos Engineering LLC, KW-06011215 D(0.8075) L(0.540) Fy : Steel Yield 50.0 ksi E: Modulus : 29,000.0 ksi W10x15 Span = 11.160 ft Applied Loads Beam self weight NOT internally calculated and added Loads on all spans... Uniform Load on ALL spans : D = 0.6075, L = 0.540 k/ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : 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 Vertical Reactions Load Combination Overall MAXimum Overall MINimum +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 +D+0.750L+0.7505+0.450 W+H +D+0.750L+0.750S+0.5250E+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 0.360 : 1 W10x15 14.353 k-ft 39.920 k-ft +D+L+H 8.160ft Span # 1 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.050 in Ratio = 2,689 >=360 0.050 in Ratio = 2,689 >=360 0.106 in Ratio = 1265 >=240. -0.006 in Ratio = 16198 >=240. Support 1 Support 2 Support 3 2.923 14.130 5.117 0.928 4.488 1.625 1.547 7.481 2.709 2.923 14.130 5.117 1.547 7.481 2.709 1.547 7.481 2.709 2.579 12.468 4.515 2.579 12.468 4.515 1.547 7.481 2.709 1.547 7.481 2.709 2.579 12.468 4.515 2.579 12.468 4.515 2.579 12.468 4.515 0.928 4.488 1.625 0.928 4.488 1.625 1.547 7.481 2.709 Support notation : Far left is #' 1.375 6.649 2.408 Design OK 0.167 : 1 W10x15 7.689 k 45.954 k +D+L+H 8.160 ft Span # 1 • • :••.•. Va�u96`n %IPS • • • • • • � • ••.• •• • • • • • • • • • • • •• • • • • • • • •. •• • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • ••• • • 4 Tadeos Engineering LLC 14750 NW 77th Ct., Suite 205 Project Title: 9220 Biscayne Blvd. Engineer: Luis O. de la Hoz Project Descr:Interior Alteration Project ID:AC040 Printed: 14 OCT 2017, 4:53PM Steel Column Lic. # `. KW-06011215 Description : New HSS3x3x0.25 Column Code References Licensee Tadeos Engineering LLC, KW-06011215 Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Steel Section Name: HSS3x3x1/4 Analysis Method : Allowable Strength Steel Stress Grade Fy : Steel Yield 46.0 ksi E : Elastic Bending Modulus 19,000.0 ksi Applied Loads Column self weight included : 79.290 Ibs * Dead Load Factor AXIAL LOADS ... Axial Load at 9.0 ft, D = 9.248, LR = 1.662, L = 6.649 k DESIGN SUMMARY Overall Column Height 9.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns : X-X (width) axis : Unbraced Length for X-X Axis buckling = 9.0 ft, K = 1.0 Y-Y (depth) axis : Unbraced Length for Y-Y Axis buckling = 9.0 ft, K = 1.0 Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Pa : Axial Pn / Omega : Allowabk Ma-x : Applied Mn-x / Omega : Allowable Ma-y : Applied Mn-y / Omega : Allowable PASS Maximum Shear Stress Rath Load Combination Location of max.above base At maximum location values are .. . Va : Applied Vn / Omega : Allowable Load Combination Results Load Combination +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+0.750L+0.750S+0.450 W +H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H Maximum Reactions Load Combination 0.6294 : 1 +D+L+H 0.0 ft 15.976 k 25.382 k 0.0 k-ft 5.693 k-ft 0.0 k-ft 5.693 k-ft 0.0 : 1 0.0 ft 0.0 k 0.0 k Service loads entered. Load Factors will be applied for calculations. Maximum Load Reactions.. Top along X-X Bottom along X-X Top along Y-Y Bottom along Y-Y Maximum Load Deflections ... Along Y-Y 0.0 in at For load combination : Along X-X 0.0 in at for load combination : 0.0 k 0.0 k 0.0 k 0.0 k 0.0ft above base 0.0ft above base Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.367 PASS 0.00 ft 0.629 PASS 0.00 ft 0.433 PASS 0.00 ft 0.367 PASS 0.00 ft 0.613 PASS 0.00 ft 0.564 PASS 0.00 ft 0.367 PASS 0.00 ft 0.367 PASS 0.00 ft 0.613 PASS 0.00 ft 0.564 PASS 0.00 ft 0.564 PASS 0.00 ft 0.220 PASS 0.00 ft 0.220 PASS 0.00 ft Maximum Shea • r j;dtioS • • • • Stress Ratio Status Location • 0.000 PAn••;•Q.00 ft • 0.000 PASS•.••0.00 ft•• • 0.000 PASS e.00 ft • • • 0.000 PASS.... 0.00 ft• •• 0.000 PAS$.:•60.00 ft :••• 0.000 PASS' • • 0.00 ft".. 0.000 PAS$•• *0.00 ft 0.000 PASS 0.00 ft' • 0.000 PAS§ • •Q.00 ft • 0.000 PASS • • 0.00 ft• • • • • 0.000 PASS 0.00 ft • • • 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft Note: Only non -zero reactions are listed. . . • . . .• . Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx - End Moments k-ft My - End Moments @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top +D+H 9.327 Tadeos Engineering LLC 14750 NW 77th Ct., Suite 205 Project Title: 9220 Biscayne Blvd. Engineer: Luis 0. de la Hoz Project Descr: Interior Alteration Project ID:AC040 Printed: 14 OCT 2017, 4:53PM I Steel Column Lic. # : KW-06011215 Licensee : Tadeos Engineering LLC, KW-06011215 Description : New HSS3x3x0.25 Column Maximum Reactions Load Combination Note: Only non -zero reactions are listed. Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx - End Moments k-ft My - End Moments @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top +D+L+H 15.976 +D+Lr+H 10.989 +D+S+H 9.327 +D+0.750Lr+0.750L+H 15.561 +D+0.750L+0.750S+H 14.314 +D+0.60W+H 9.327 +D+0.70E+H 9.327 +D+0.750Lr+0.750L+0.450W+H 15.561 +D+0.750L+0.7505+0.450W+H 14.314 +D+0.750L+0.7505+0.5250E+H 14.314 +0.60D+0.60W+0.60H 5.596 +0.60D+0.70E+0.60H 5.596 D Only 9.327 Lr Only 1.662 L Only 6.649 S Only W Only E Only H Only Extreme Reactions Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx - End Moments k-ft My End Moments Item Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top Axial @ Base Maximum 15.976 Minimum Reaction, X-X Axis Base Maximum 9.327 Minimum 9.327 Reaction, Y-Y Axis Base Maximum 9.327 Minimum 9.327 Reaction, X-X Axis Top Maximum 9.327 Minimum 9.327 Reaction, Y-Y Axis Top Maximum 9.327 Minimum 9.327 Moment, X-X Axis Base Maximum 9.327 Minimum 9.327 Moment, Y-Y Axis Base Maximum 9.327 Minimum 9.327 Moment, X-X Axis Top Maximum 9.327 Minimum 9.327 Moment, Y-Y Axis Top Maximum 9.327 Minimum 9.327 Maximum Deflections for Load Combinations Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance. • • . 6 . +D+H 0.0000 in 0.000 ft 0.000 in 0.000 ft •"' +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft • • +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 f! • • • +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft • +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 tj • +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft• : +D+0.60W+H 0.0000 in 0.000 ft 0.000 in 0.000 f• • • +D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft • • • +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.7505+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.7505+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft • • • • • •• • • • • • • • • • • • • • • ••.• • • • • •• • • • • • • • s-• -•-•••• • • • • • • • • • • • .• • • • • • • • • • . .. 6 Tadeos Engineering LLC 14750 NW 77th Ct., Suite 205 Project Title: 9220 Biscayne Blvd. Engineer: Luis O. de la Hoz Project Descr: Interior Alteration Steel Column Lic. # : KW-06011215 Licensee : Tadeos Engineering LLC, KW-06011215 Project ID:AC040 Printed: 14 OCT 2017, 4:53PM Description : New HSS3x3x0.25 Column Maximum Deflections for Load Combinations Load Combination Max. X-X Deflection Distance L Only S Only W Only E Only H Only Max. Y-Y Deflection Distance 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Steel Section Properties : HSS3x3x1/4 Depth = 3.000 in I xx = 3.02 inA4 J = 5.080 inA4 Design Thick = 0.233 in S xx = 2.01 inA3 Width = 3.000 in R xx = 1.110 in Wall Thick = 0.250 in Zx = 2.480 inA3 Area = 2.440 inA2 I yy = 3.020 inA4 C = n 3.520 in 3 Weight = 8.810 plf S yy = 2.010 inA3 Ryy = 1.110 in Ycg Sketches = 0.000 in c 0 M 0 w Load 1 3.00in • • • • • • ! •• • •••• •••••• • a• • • • • .• 4 • • • • • .. • • •• •• • . • . • •• • • • • • •• • • • • • • • • •• • • • • • • • • • •• • ••• • www.hiltl.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project 1 Pos. No.: Date: Profis Anchor 2.7.3 1 9220 Biscayne Blvd. Anchor at roof ceiling 10/14/2017 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, In.ib] Kwik Bolt 3 - CS 5/8 (3 1/8) her = 3.125 in., h„o„, = 3.875 in. Carbon Steel ESR-2302 12/1/2015 1 12/1/2017 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.375 in. IX x ly x t = 9.000 in. x 10.000 in. x 0.375 in.; (Recommended plate thickness: not calculated W shape (AISC); (L x W x T x FT) = 6.030 in. x 4.000 in. x 0.230 in. x 0.280 in. uncrackedconcrete, 3000, fb' = 3000 psi; h = 8.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no SAFE-T • • • • • • • •• • • • • • • • • • • • • • •••. •• • • • • • • • • • • • •• .••. • • • •• .• • • • • • • • • • • • • • • • • • • •. • •.• • � • • • • • • • • • • • • • • Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hitt! AG, FL-9494 Schaan Hilti is a registered Trademark of Hild AG, Schaan www.hiltl.us Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E-Mail: Page: 2 Project: 9220 Biscayne Blvd. Sub -Project I Pos. No.: Anchor at roof ceiling Date: 10/14/2017 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity Pe / Pv IN Status Tension Shear Concrete edge failure in direction y- 1242 3549 - / 35 OK Loading l S Utilization ift+,v [%] Status Combined tension and shear loads 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. • • • • • • • •• • .••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1�11`Tii www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.7.3 1 9220 Biscayne Blvd. Anchor at second level 10/14/2017 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement Seismic loads (cat. C, D, E, or F) Geometry [in.) & Loading [lb, in.Ib] Kwik Bolt 3 - CS 5/8 (4) hef = 4.000 in., hnom = 4.750 in. Carbon Steel ESR-2302 12/1/20151 12/1/2017 Design method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.375 in. I, x ly x t = 10.000 in. x 10.000 in. x 0.375 in.; (Recommended plate thickness: not calculated W shape (AISC); (L x W x Tx FT) = 9.990 in. x 4.000 in. x 0.230 in. x 0.270 in. uncracked concrete, 3000, fe' = 3000 psi; h = 8.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar with stirrups no 4 0 ss ard SAFE.' -ET • • • • • • • • •• • • • • • • • • • • • • • ••.• •• • • • • • • • • • • • •• • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• • ••• • Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hiltl.us Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E-Mail: Page: 2 Project: 9220 Biscayne Blvd. Sub -Project I Pos. No.: Anchor at second level Date: 10/14/2017 2 Proof I Utilization (Governing Cases) Loading Tension Shear Proof Concrete edge failure in direction y- Loading Combined tension and shear loads Design values [lb] Utilization Load Capacity [s / fiv [%] Status 5117 5454 - / 94 OK fin fir 5 Utilization k v [%] Status 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such'as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •. •• • • • •• • • • •• • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan tr TADEOS� ERI t100 R (es e s c)8 lal7 Tadeos Engineering LLC 14750 NW 77th Ct. Suite 205, Miami Lakes, FL. 33016 CA# 31229 Email: Iuis@tadeosengi neering,com Phone: 305 903-8816 30 ?'‘4k ( 7, p am. / C 4s L‘. s. L,c //oo U. 3 • • • • •• • ••• •••• • • • • •••• • • • • •••• •• • • • • • • • • •••• • •• • • •••• • • • •• •• •••• • • • • • • • • • • • • • • • • • • • •• • ••• • • • 9220 Biscayne Blvd., Miami Shores, FL. 33138 /a F Solid Sawn Jolst Hangers SIMPSON FACE MOUNT HANGERS - SOLID SAWN LUMBER (DF/SP) r n eY These products are available with additional corrosion protection. Additional products on © These products are approved for installation with the Strong -Drive° this page may also be available with this option, check with Simpson Strong -Tie for details. SD Connector screw See page 27 for more information. • e Joist Dimensions (In.) Min/ Fasteners •-.. DF/SP Allowable Loads. -- installed Size Model No. Ga W H B Max ' Header Joist. +U IBC A ,(160) :, Floor (100) Snow (116) - . Root_ (125) Cost index -TAICIL.r Code Ref. SAWN LUMBER SIZES 'LUS26-3 18 4% 4% 2 4-16d 4-16d , 1165 = :-1030- 1180 : , 1280 TPL U26-3 16 45/6 41/4 2 8-16d 4-10d 740 _• 1150 1305 • 1410 * 2x6 HU26 3/HUC26 3 14 41%6 51/2'2'/2•• Min 8-16d 4-10d -760 1190• 1345' 1445. '". 160 —17 14 411/,6 51/2 21/2 Max 12-16d 6-10d 1135r 1.785 ,2015 ,..2165 '--- D 13 0 E1 [D 0 LUS26 18 1'/16 43/4 13/4 — 4-10d 4-10d 1165 865 990 1070 Lowest LU26 20 16/,6 43/4 11/2 — 6-16d 4-10dx11/2 565 835 950 1030 +6% rLUS28 18 1 %6 6% 13/4 — 6-10d 4-10d 1165 1100 1255 1360 +23% 17,127, F6, L5. L17 LU 8 20 16/16 66/e 11/2 — 8-16d 6-10dx1'/2 850 1110 1270 1335 +39% 2x8 U26 16 16/i6 43/4 2 — 6-16d 4-10dx1'/2 585 865 980 1055 +43% ''LUC26Z 18 1%6 43/4 1% — 6-16d 4-10dx1'/2 730 845 965 1040 +160% 17, F6, L17 HU28 14 1%6 51/4 21/4 — 6-16d 4-10dx11/2 610 895 1005 1085 +251% °'HUS26 16 16/e 5% 3 — 14-16d 6-16d 1550 2720 3095 3335 +276% rHUS28 16 1% 7 3 — 22-16d 8-16d 2000 3965 4120 4220 +409% 00 O0 LUS26-2 18 31/8 4% 2 — 4-16d 4-16d . 1165' , 1030 -11801 -.1280r - Lowest , 17,127' F6, L5. L17 ®LUS28-2 18. 3% 7 2-_ — 6-16d 4-16d '1165r "1315 . - 1500 .-1625` .- +8%. DBL U26-2 16 3% 5 2 — 8-16d 4-10d 1-.740' . ,1150 ' , 1305 - 1410 :-+65%,i' 2x8 rHUS28-2/HUSC?8-2 14 31/e 73/16 2 — 6-16d 6-16d 1550 ' 1595 1815 -' 1960,+188%"'- HU28 2/HUC28 2 14 31/e 7 2'/2 .Min 10-16d 4-10d , #'760 1490.- 1680. ` 18057 +397% 17 F6, L17 —7LUS28-3 14 31/e 7 21/2 Min 14-16d 6-10d u%1135..' 2085' '12350 -'2530. '+418%'.' '000 [J 18 4% 61/4 2 — 6-16d 4-16d 1165 1315 1500 1625 * TPL U26-3 16 4% 41/4 2 — 8-16d 4-10d 740 1150 1305 1410 * 2X8 HU26 3/HUC26 3 14 41%6 51/2 2'/2 Min 8-16d 4-10d 760 1190 1345 1445 * 14 411/6 51/2 2'/2 Max 12-16d 6-10d 1135 1785 2015 2165 * 160 QUAD HU UC28-4 14 14 6% 6% Min 10-16d 4-16d. 4900 1490 ' 1680; 1805: n: 2X8 14 14 6% 6% Max 14_16 -1•64---,, - 2 - 2350 '.2530 .,, '' " DLUS28 0 Q'LUC210Z -2 18 16/16 6% 1% — (6-10d ) (4-1bd_ 1165. ' 1'100r) 1255 1360 Lowest 20 1 %6 6% 1 % — '--8=1-6-d 6-t0ax1'/2 850 10 1270 1335 +13% 17,127. F6, Ls, L17 rLUS210 18 1%6 71%6 13/4 — 8-10d 4-10d 1165 1340 1525 1650 +15% 2x1 ®LU210 20 16//6 713/16 11/2 — 10-16d 6-10dx11/2 850 1390 1585 1715 +28% U210 16 1%6 713/1e 2 10-16d 6-10dx1'/2 1110 1440 1635 1685 +76% 18 1 %6 73/4 1% — 10-16d 6-10dx1'/2 1100 1410 1605 1735 +180% 17, F6, L17 HU2 14 1 %6 7'/6 21/4 8-16d 4-10dx11/2 610 1190 1345 1445 +225% HUS210 16 1% 9 3 — 30-16d 10-16d 3000 4255 4445 4575 +450% ® ® D D -2° 18 31/e 7 2 — 6-16d 4-16d. -1165 ....1315- ..1500- -'1625 + s Lowestr rLUS21072 18 3% 9 2 8-16d 6-16d ' ,.1745.- '1830-'. 2090-_ '2265 +34%'_ 17,127 F6, L5. L17 U210-2; 16 3'/e •8' 2 — 14-16d 6-10d , 1110 2015 2285 ' 2465 ' ' +88% 17, F6, L17 ,DBL b'HUS210.2/HUSC210-2 14 3'/8 9%6 2 — 8-16d 8-16d- - 3295 '=2125 '` 2420`- 2615, : +21.7%- 17, F23, L17 '2X10' HU210 2/HUC210 2 14 Vs 813/,e 2'/2 Min 14-16d 6-10d , . ti.1135' - 2085 .: - 23500 ' 2530" . +441% 14 3% 81%e 2'/2 Max 18-16d�,t) 10-10d 4-1895- i. 2680 . 3020 • 3250' +467%' 17 F6, L17 HUCCQ210-2-SDS 14 .234e 9 3 — 12-1A x2W SOS 0-xk xDS r,2510 • 4680 4955+, r 4955 ' ' F23 rHHUS210-2' 14 3%6 96/62 3 — 30-16d 10-16d' '4000 . 5635'. ` 6380 - 6880 ", • • F23 d D rLUS28-3 18 4% 6'/4 2 — 6-16d 4-16d 1165 1315 1500 ,1625 • * • • • r'LUS210-3 18 4% 83/16 2 — 8-16d 6-16d 1745 1830 2090 • �2�B • * 160 U210-3 16 4% 73/4 2 — 14-16d 6-10d 1110 2015 2285 2465 • * • • • • • • TPL HU210 3lHUC210 3 14 41%6 86/6 2'/2 Min 14-16d 6-10d 1135 2085 2350 •253Q"• * ....17, F6, L17 • " ' 2X10 14 41%6 8%6 21/2 Max 18-16d 10-10d 1895 2680 3020 •3250 • • * • • ••• HHUS210-3 14 4"/�6 8'/e 3 — 30-16d 10-16d 4000 5635 6380 • * • • 'HGUS210-3 12 47%e 9'/6 4 — 46-16d 16-16d 4095 9100 _.•e86s 9100 MCI • • ..•' * • • • • • 17, F23 • • • 1 HUCO210-3-SDS 14 4'r6 9 3 — 8-Tx2'// SDS 4-3/4'x2'/2 SD S 2510 4680 4955 ••39Gri • • ' • • • • 123 • • • 1 HU210-4/HUC210 4. 14 6/ 8%...212. Min 14-16d 6-16d. -. 1345-' .'2085 . 2350 a ;2r53Q; �' "*'-= :• • •• ' QUAD 4,...... ,- - 14 "6% 8/6' 22- Max 18-16d 8-16d.. .: 1795. • "2680 3020 .r•VN,• r. 160 • 2x10 rHHUS210-4 14 >6'/e-•8% 3 — 30-16d 10-16d•- 4000- .;5635. 6380 •6889 • •- rHGUS210-4" 12 '6°/16i 91/9 4 — 46-16d 16-16d 4095 '.9100'_ 9100. '9100� -. .4.: ;23,160• • • 1 ID lD D rLUS210 18 16/16 713/,6 13/4 — 8-10d 4-10d 1165 1340 1525 •1654 • •1715 • Lowest' r' , rLU210 20 16/le 713/18 11/2— 10-16d 6-10dx1'/2 850 1390 1585 • +11%•1 j7,12•. F6, I..a•L1T 2x12 16 16/i° 713Ae 2 — 10-16d 6-10dx1'/2 1110 1440 1635 1685 +53% •U210 • •14, F6, L17 �'LUC210Z 18 1 %6 73A 1% 10-16d 6.10dx11/2 1100 1410 1605 1735 +180% 17,127. F6, L5. L17 HU212 14 1 %6 9 21/4 — 10-16d 6-10dx1 Y2 1135 1490 1680 1605 +347% rHUS210 16 1% 9 3 — 30-16d 10-16d 3000 4255 4445 4575 +378% 17, F6, L17 D ' rLUS210-2 18 3% 9 2 — -8-16d 6-16d '1745 - V830'44.2090.- ' 2265'. Lowest' 17,127 F6, L5. L17 U210-2 16 3% 81/2 2 — 14-16d 6-10d 1110 - - 2015' k='2285. - 2465'- +40% '. LUS214-2 18 3'/e 1016/16 2 10-16d 6-16d - it:1745'" 2110 - 2410 2610 ,+56%1-• DBL .rHUS210-2 14 3% - 93/ie . 2<k' — : 8-16d 8-16d +3295 4 2125, 2420 -2615 _ - 2x12 ' HUS212-2/HUSC212-2 14 31/2- 10% 2 " ' -- -i ;' 10.16d'TM .10-16d _ ` • 3635' -, 2660' - 3025 • - 3265.-------- 17, F6, L17 14 31/8-: 10%6.2'/2 Min 16.16d '"' ^ ' 6-10d - 1 1135 '.2380 2685. 2890 - t 14 3%.10B/6:21/2• Max ,.'2'2-16d.: 10-10d:-.. 1895 •-.3275, 3695 3970 t +411% HUCO210-2-SOS 14 2'Y3i 9 - -3. '. -- ' 2-' ti:214"SDS 6-' *x214'•SDS 251.0 - '5460- 5560 5560 - F23 • • • • • • • • • • sJOIuelluMeS P/loS 3 See footnotes on Dade 79. CODES: See one 12 for Code Reference Kev Chart. 77 Tadeos Engineering LLC 14750 NW 77th Ct., Suite 205 Project Title: 9220 Biscayne Blvd. Engineer: Luis O. de la Hoz Project Descr: Interior Alteration Project ID:AC040 Printed: 14 OCT 2017, 5:13PM .General Footing Lic. # : KW-06011215 Description : F-40 Code References Licensee : Tadeos Engineering LLC, KW-06011215 Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties fc Concrete 28 day strength = fy : Rebar Yield = Ec : Concrete Elastic Modulus = Concrete Density = cp Values Flexure = Shear = Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. _ Min. Overturning Safety Factor = Min. Sliding Safety Factor = Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears . Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear : Dimensions Width parallel to X-X Axis = Length parallel to Z-Z Axis = Footing Thickness Pedestal dimensions... px : parallel to X-X Axis pz : parallel to Z-Z Axis Height Rebar Centerline to Edge of Concrete... at Bottom of footing = Reinforcing 3.0 ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.750 0.00180 1.0 1 1.0 1 Increases based on footing plan dimension Yes Allowable pressure increase per foot of depth Yes when max. length or width is greater than No Soil Design Values Allowable Soil Beari Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. No Increases based on footing Depth Footing base depth below soil surface = Allow press. increase per foot of depth = when footing base is below = 2.0 ksf No 250.0 pcf 0.30 1.0 ft ksf ft ksf ft 4.0 ft 4.0 ft 12.0 in 10.0 in 10.0 in 24.0 in 3.0 in Bars parallel to X-X Axis Number of Bars 5.0 Reinforcing Bar Size = # 5 Bars parallel to Z-Z Axis Number of Bars = 5.0 Reinforcing Bar Size = # 5 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separatio # Bars required within zone # Bars required on each side of zone Applied Loads n/a n/a n/a t b —12 • • • . . .. . . . .... .. . . .• . . .... . .. ...... • • . e,....,,..ti... • • • • • � . • • . . • • • • . P : Column Load OB : Overburden M-xx M-zz V-x V-z D 9.327 Lr 1.662 6.649 E 1{ k ksf k-ft k-ft k k . Tadeos Engineering LLC 14750 NW 77th Ct., Suite 205 Project Title: 9220 Biscayne Blvd. Engineer: Luis O. de la Hoz Project Descr: Interior Alteration Project ID:AC040 Printed: 14 OCT 2017, 5:13PM General Footing Lic. # : KW-06011215 Description : F-40 DESIGN SUMMARY Min. Ratio Item Licensee : Tadeos Engineering LLC, KW-06011215 Applied Capacity Design OK Governing Load Combination PASS 0.5720 PASS n/a PASS n/a PASS n/a PASS n/a PASS n/a PASS 0.1181 PASS 0.1181 PASS 0.1181 PASS 0.1181 PASS 0.1341 PASS 0.1341 PASS 0.1341 PASS 0.1341 PASS 0.1694 Detailed Results Soil Bearing Soil Bearing 1.144 ksf Overturning - X-X 0.0 k-ft Overturning - Z-Z 0.0 k-ft Sliding - X-X 0.0 k Sliding - Z-Z 0.0 k Uplift 0.0 k Z Flexure (+X) 1.775 k-ft/ft Z Flexure (-X) 1.775 k-ft/ft X Flexure (+Z) 1.775 k-ft/ft X Flexure (-Z) 1.775 k-ft/ft 1-way Shear (+X) 11.016 psi 1-way Shear (-X) 11.016 psi 1-way Shear (+Z) 11.016 psi 1-way Shear (-Z) 11.016 psi 2-way Punching 27.830 psi 2.0 ksf 0.0 k-ft 0.0 k-ft 0.0 k 0.0 k 0.0 k 15.031 k-ft/ft 15.031 k-ft/ft 15.031 k-ft/ft 15.031 k-ft/ft 82.158 psi 82.158 psi 82.158 psi 82.158 psi 164.317 psi +D+L+H about Z-Z axis No Overturning No Overturning No Sliding No Sliding No Uplift +1.20D+0.50Lr+1.60L+1.60H + 1.20 D+0.50 Lr+ 1.60 L+ 1.60 H +1.20D+0.50Lr+1.60L+1.60H + 1.20 D+0.50 Lr+ 1.60 L+ 1.60 H +1.20D+0.50Lr+1.60L+1.60H + 1.20 D+0.50 Lr+ 1.60 L+ 1.60 H +1.20D+0.50Lr+1.60L+1.60H +1.20D+0.50 Lr+ 1.60L+1.60 H +1.20D+0.50Lr+1.60L+1.60H Rotation Axis & Load Combination... X-X, +D+H X-X, +D+L+H X-X, +D+Lr+H X-X, +D+S+H X-X, +D+0.750Lr+0.750L+H X-X, +D+0.750L+0.750S+H X-X, +D+0.60W+H X-X, +D+0.70E+H X-X, +D+0.750Lr+0.750L+0.450V1 X-X, +D+0.750L+0.7505+0.450W X-X, +D+0.750L+0.750S+0.5250E X-X, +0.60D+0.60W+0.60H X-X, +0.60D+0.70E+0.60H Z-Z, +D+H Z-Z, +D+L+H Z-Z, +D+Lr+H Z-Z, +D+S+H Z-Z, +D+0.750Lr+0.750L+H Z-Z, +D+0.750L+0.750S+H Z-Z, +D+0.60W+H Z-Z, +D+0.70E+H Z-Z, +D+0.750Lr+0.750L+0.450V1 Z-Z, +D+0.750L+0.7505+0.450W Z-Z, +D+0.750L+0.750S+0.5250E Z-Z, +0.60D+0.60W+0.60H Z-Z, +0.60D+0.70E+0.60H Gross Allowable (in) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Xecc Zecc Actual Soil Bearing Stress CAD_ Location Bottom, -Z Top, +Z Left, --X Right, +X 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.7279 1.144 0.8318 0.7279 1.118 1.040 0.7279 0.7279 1.118 1.040 1.040 0.4368 0.4368 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.7279 1.144 0.8318 0.7279 1.118 1.040 0.7279 0.7279 1.118 1.040 1.040 0.4368 0.4368 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.7279 0.7279 1.144 1.144 0.8318 0.8318 • • 0.727%, ,0.7279 • 1.1180 • •1.118 1.040 " '1.040 •"". 0.72790••••&!7279 •••• 0.7279. • •.. 7279 • 1.118 ,,,, 1.118 „ • 1.040• •1.040 • • • 1.040 ••" 1.040' " 0.4368&••••14368 ••••• 0.4368• •' • .0 4368 • .: • • • • • • • • • • • •• • • • • • ••• • • • Actual / Allow Ratio 0.364 0.572 0.416 0.364 0.559 0.520 0.364 0.364 0.559 0.520 0.520 0.218 0.218 0.364 0.572 0.416 0.34,,,, 0.559 • 0.520 •. 0.3940•••• 0.364 • 0.549'••••• 0.520 0.5111;", 0.2?9••• 0.218.•••• • • • • • • \6\ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL El PUBLIC WORKS JOB ADDRESS: City: Miami Shores County: Master Permit No. Sub Permit No. RECEIVED OCT 19 2017 te- FBC 200 Cc=3 t (0 (6. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: 33 \ 3? Folio/Parcel#: ((-, '� (�-(- I capo Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): 9 - -' ' Address: t O f r ck.e---k l 'Zvi $f Ct`o City: State: t� BFE: FFE: Phone#: Zip: 33 3 f Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: p(,+41-41A1 bu1 oc9e Address: +2.)9 . . Shcese City: ittc 4-', • �{ State: QualifierName:-��u� S Q : e-Phone#: �C \ 6') � 3 State Certification or -Registration #: Cri.T C.- Is `L Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alter tion ❑ Ne ❑ Repair/Replace n Demolition Description'ofWork: CL*`jam 0 ��r -r'o ^r- Phone#: S6(`6?-(/_ 3 733 Zip: 3.3 / Y� s Specifyicolor'bf f tiru t1• 1e 'y 4r.1 A vikiK t Or) fir• v�"4�''. +t�`,:• Le. t • ..y.» ' Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $--•.DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014)• Bond $ TOTAL FEE NOW DUE $ 9 cS • �70 f3V13,; _ 5 Bonding Company's Name (if applicable) tf , TrIt, Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of"a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit -with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In theof such posted notice, the inspection will not be approved and a rei tion fee will be charged. Signature OWNER or Ae NT Signature The foregoing instrume t w s acknowledged before me this The foregoing instrument was acknowledged before me this �p 1 J day of ® , 20 1Z by pp 0� day of. \ OGl3C—lti , 20 k� , by 'r' ,►ct `, , who is personally known to Lkh5 t�� DJ`Zi?niiJ , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: 40/13W4753 MARTIN G TORRISI MY COMMWSION 0 FF984004 EXPIRES February 23, 2020 ►b $lI a 1'Sagyoiim *********************** APPROVED BY identification and who did take an oath. NOTARY PUBLIC: 7 Sign: Print: Seal: *** *********************************************************************** Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 3313E Tel:(3QS) '795 c204 Fax: (305) 754.89 72 CHANGE OF CONTRACTOR l ARCHITECT Permit N._CC VO S S, Ovmer's Name (Fee Simple Tide Holder): q22 0 `J(ScyOle II (- Owner's Address:: (11 O % ri ck e(I AQE (IOU City: State : Phone* CC Zip Code 331 3 1 Job Address (Of where work is brig done: -1 22_0 0ISCE Yne B'tici City: ®Miami ShoresState: Florida tip Code 3 313 R Contractor's Cody Name - 2s- s2 C7c cx)? Address: 2 I a I SW 3 ANAr = # G ©o City: (1'\ ; ar. ; State: Qualil er's Name : t-u i S (' f,e k)?C'Z n j 7 1C._ Phone -222 - 1.2-14 Zip Coder ` `3 (Z 9 Lac Number_ C6C (S1 1 D ?-O Architectf Engineer of record Name: Phone #: Address:. City: State: tap Code: Describe Work I n 4-e.r; Ss-e-,,,DJ z-k l hereby certify that the work has been abandoned and/or the contractor1architect is unable or unwilling �; ' �.mplete the contract. I hold ' 3a1► ink ffcial and die Mi hole armless of all legal inv Signature € wnar ar The foreong instrument was ak / this:Yr day of c9� .2G/"),hy � Who is personalty known to me or who has produced Notary Public Sign: Seal: ��` yC►'°� ARTIN G TORRISI MY COMMISSION # FF964004 '' . .... EXPIRES Febrrl 23. 2020 ploo aL;.r w ��, Nondnholr hJ0'VI(70.Cary1 Signature as anclentlfica[ion. c The foregoing instrument was aknowiedged before me / this r`- day of Cfv8C , 2014 by &1:/ Je 4 p . wider: Is personalty known to me or who has produced Na r Z,J Notary Public Sign. Seal: • as indentification. MARTIN ti TORRISI 'S MY COMMISSION 0 FF964004 ...,.. EXPIRES Fsbrusry 23.2020 NOrI3Y114t63 FloritioNoterySirvicii awn a rr41r c Ur I-LUKIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 NARANJO, LUIS FELIPE APPEARANCE BUILDERS, LLC 1674 MERIDIAN AVE #320 SUITE 600 MIAMI BEACH FL 33139 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 log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact subscribe to department newsletters and leam more about e Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR STATE'OF FLORIDA: - _ r DEPARTMENT OF.BUSINESS AND - PROFESSIONAL REGULATION. -•CGC1525037"SU D,06/27/2017. ryitoet, . ,w -CERTIFIED GENERAL CONTTOR--- NARANJO;;LUIS FELIPRAC E �. tit, " ^ — APPEARANCE BUILDERS' L`LC it y y IS_CERTIFIED under-theTp'ro`visions of.,C61488.FS: -- "Eipirationdate :'A Y018.. - ,-L1706270000277 DETACH HERE _ - MATILDE MILLER, INTERIM SECRETARY a STATE OF FLORIDAN ,„:\ _ DEPARTMENT OF BUSINESS AND PROFESSIONAL • REGULATION.:` _ CONSTRUCTION INDUSTRY LICENSING BOARD'�,� The.GENERAL CONTRACTOR_ -Named'.below IS CERTIFIED'.. Under°the provisions of: Chapter 489 FS:w Expiration'date:^AUG 31-2018•. NARANJO-,LUIS•FEL-IPE �.�✓,' fAPPEARANCE'BUILDERSLLC� -°1674,MERIDIAN'AVE'#320 .- -r " MIAMI. BEACH•; �" FFL 33139 ISSUED: 06/27/2017 DISPLAY AS REQUIRED BY LAW •;`� +�` , SEQ # L1706270000277 006664 Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - D0 NOT PAY • 7222703 BUSINESS NAME/LOCATION — APPEARANCE BUILDERS LLC 720 S SHORE DR MIAMI BEACH FL 33141 RECEIPT NO. RENEWAL 7507202 EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS APPEARANCE- BUILDERS LLC 196 GENERAL BUILDING CONTRACTOR LUISFELIPE.NARANJO, QUALIFIER_ ... ..rCFTC-1b25037-.i•--• Worker(s) 1 PAYMENT RECEIVED BY TAX COLLECTOR $45.00 07/30/2017- ECH ECK-1 7-1 88489 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws end requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 6a-276. For more information, visit www.miamidade.govltaxcellector ,acoR CERTIFICATE OF LIABILITY INSURANCE �.. DATE(MM/DD/YYYY) 08l22n017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the ceNflcate holder Is an ADDITIONAL INSURED, the pollcy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Occidental Risks Services, Inc 11890 SW 8st Suite 516 Miami, FL 33184 Phone (305) 433-4068 Fax (888) 678-2045 CONTACT VickyFemandez NAME: pAX PHONE 305 433-4068 Wc, Not: (888) 678-2045 (pl c. No. Eat): ( ) Ann SS; vicky@occidentalrisks.com INSURER(S) AFFORDING COVERAGE NAIC 0 INSURER A : Crum & Forster Specialty Insurance Company INSURED Appeearanoe Builder LLC 1674 Meridian Avenue Miami Beach R. 33139 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : DCtfQInsi hit1MRFR• GOVENA(., a.crc r rrrvn r c nvn.aar... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRR TYPE OF INSURANCE ADDLSUBR INSR WVD POLICY NUMBER POLICY EFF MI (MDDIYYYY) POLICY EXP IMMIDDIYYYY) LIMBS A N BAK-25017-1 03/16/2017 EACH OCCURRENCE $ 1,000,000.00 0 COMMERCIAL GENERAL LIABIUTY 03/16/2018 DAMAGE TO RENTED $ 1 OO,000.00 • CLAIMS -MADE Q OCCUR PREMISES (Ea occurrence) MED EXP (Any one person) S 5,000.00 . PERSONAL & ADV INJURY S 1,000,000.00 . GENII AGGREGATE LIMIT APPLES PER: GENERAL AGGREGATE $ 2,000,000.00 $ 2,000,000.00 • POLICY II JEECT • LOC PRODUCTS - COMP/OP AGG $ • OTHER AUTOMOBILE LIABILITY (EaMacIcycEtSINGLE LIMIT $ BODILYINJURY(Per person) S II ANY AUTO SCHEDULED as BODILY INJURY (Per accident) $ OWNED AUTOS • AUTOS ONLY R Y DAMAGE ) (1OOPEERJT�yy S • in HIRED AUTOS ONLYD AUTOS ONLY$ inFl • UMBRELLA LIAB III OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB II CLAIMS -MADE III WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNERIEXECUTIVEnOFFIC In N ER EXCLUDED? (Mandatory In NH) (Mandatory If yes, describe under DESCRIPTION OF OPERATIONS below N / A f$ I,..,J PERTUTE . FOR E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS l VEHICLES (Attach ACORO 101, Additional Remarks Schedule, I more apace Is required) General Contractor CERTIFICATE HOLDER A Miami Shores Village Building Dept. 10050 NE 2nd Avenue Miami Shores, FI. 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) QF ®1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ® CERTIFICATE OF LIABILITY INSURANCE D ACCORD® IDD/YYYY) DATE (M/2017 10/M THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER SUNZ Insurance Solutions, LLC. ID: (Impact) c/o Impact Staff Leasing, LLC 1315 W Indiantown Road Second Floor Jupiter, FL 33458 CNAME:ONTACT Impact Staff Leasing PHONE FAX (E /C. No. Extl 561-743 0065 (A/c, No): 561-748-3235 IL ADDRESS: kim@signaturestaffnginc.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: SUNZ Insurance Company 34762 INSURED Impact Staff Leasing LLC. 1315 W. Indiantown Rd. Second Floor Jupiter FL 33458 INSURER B : INSURER C : INSURERD: INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 38237350 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DDIYYYY) POLICY EXP IMMIDD/YYYY1 LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE RENTED PREMISESO(Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PRO JECT PER: LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB O OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBERTOR/PA TNER/FLUDEECUTIVE EX(Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below YNN N 1 A WCPE00000046 08 8/15/2017 8/15/2018 ,/ STATUTE ERH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Addttlonal Remarks Schedule, may be attached If more space Is required) Coverage provided for all leased employees but not subcontractors of: Apperance Builders LLC Client Effective: 4/7/2017 GENERAL CONTRACTOR SERVICES LICENSE # CGC 1525037 CERTIFICATE HOLDER CANCELLATION 1960 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Glen J Distefano 4-4crlf ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 38237350 I Impact Staff Leasing PE0 046 MASTER CERT I Marj Saathoff 110/5/2017 9:30:12 AM (PDT) I Page 1 of 1