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RC-16-138400\1( ° BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC El PLUMBING ❑ MECHANICAL JOB ADDRESS: 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 ❑ ROOFING MAY 1 9 2016 cany FBC2011-1 ' Master Permit No. he 16- 1 3g1i Sub Permit No. ❑ EXTENSION ❑ RENEWAL ❑ REVISION ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR I 6 ►JE 1 01 711 ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#: 11 ' 2231— 031 - 0 36 0 Is the Building Historically Designated: Yes NO SwL Occupancy Type:9"1-'2. Load: Construction Type: CIES Flood Zone: A-a:I BFE: FFE: PRN r a.4.1 pp rr77PP Q �/ Cr OWNER: Name (Fee Simple Titleholder): 040 (O L Sf'O' g Of' C 0 Phone#: `/0? "677 / 7 - l�Z� Address: 1c/f J L (�4 141 ST2`?( City: ill / "I-"'` f CHCAq State: Pe.--0/e-/M' Tenant/Lessee Name: /� Phone#: Email: cICC� ai ).)Ot&?/caiCIOLw,v►ytOwe'> cc ' CONTRACTOR: Company Name: F/62t®k 71A CC L O& cCn'r1'767-O(5 phone#: Address: Z 2 05- e% C i7E�K 12 ►' City: /O't t �M/', / State: r (� Qualifier Name: 1w .2T FC -e1' i /N& State Certification or Registration #: SZ O c e$ DESIGNER: Architect/Engineer: /t?/k SFE AZCN(TLZT Address: 107 /UL= 96 5 Value of Work for this Permit: $ S 2./ 000 Zi.: 33/ 3 g Zip: 13/3d Zip: 3 /6P/ Phone#: 3o S - Szr '%/ Certificate of Competency #: Phone#: .'OS 2(6-pC/K�jl p� city: NA" 1 S/NOV-i - State: F Zip: 3.7 1 3 0 Type of Work: ❑ Addition ❑ Alteration Description of Work: r.CAWL, Square/Linear Footage of Work: /� ❑ New Repair/Replace !O rye eattC.7 OP1404110 s u i -• F -Loo . N 53`L PfZ ❑ Demolition vt.C�ST S1OZ Q (> Specify color of color thru tile: Submittal Fee $ S O e OC) Permit Fee $ 9ej •CCF $ (- ! • 2-0 CO/CC $ t) Scanning Fee $ 1 Radon Fee $ ''• O., DBPR $ 1 g• 9G Notary $ Technology Fee $ 2-5 - 00 Training/EdUcatlon Fee $ Double Fee $ Structural Reviews $( 20- c 120 • (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE$ it, 0��2- • (10 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose -property -is -subject -to attachment -Also, a -certified copy of the recorded notice of conrmerrcenwnt must -be -posted at the do to 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 OWNE or AGENT atte IIIP �,11-�gnature The foregoing instrumentl�lwas acknowledged before me this 1 .A-11' day of A " 1c 1\ , 20 i (z) , by v�tL � 1.GrOI 0 �J hac,� who is personally known ,'CONTRACTOR The foregoing instr men was acknowledged before me this I /JX clay 6 20 �� . by DA y p y to Qle%r fi Ti__<504 , who is personally known to me or who has produced T -10,-;e:14, DL as me or who has produced 9. TV -e/ (lam/ Lev, s as identification and who did take an oath. NOTARY PUBLIC: Si Print: Seal: APPROVED BY (Revised02/24/2014) identification and who •'d take an oath. NOTARY UBLIC: Sign: No Plans Examiner"s,,1111OF pi. %‘ Zoning Structural Review Clerk • LICENSE NUMBER INCIV LNVVJUIV, JCLiRC I/AR t STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 FLEMING, ROBERT F - FLORIDA ONE GENERAL CONTRACTORS, INC. 2205 ARCH CREEK DRIVE NORTH MIAMI FL 33181 ISSUED: 08/11/2014 001598 DISPLAY AS REQUIRED BY LAW Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 7100704 BUSINESS NAM6/LOCATION FLORIDA ONE GENERAL CONTRACTORS INC 2205 ARCH CREEK DR NORTH MIAMI FL 33181 OWNER FLORIDA ONE GNRL CONTRACTORS INC Worker(s) 2 RECEIPT NO. RENEWAL 7378884 SEQ # 11408110001287 (LBT EXPIRES SEPTEMBER 30, 2016 Must be displayed at place of business Pursuant to County Code Chapter SA - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1520690 PAYMENT RECEIVED BY TAX COLLECTOR S45.00 08/24/2015 CHECK21-15-116497 This Local Business Tax Receipt only confirms payer of the Local Rosiness Tax. The Receipt is not a license. parfait or a eehiflcation al the holder s q aliticatloaa, to du business. Holder must comply vela any governmental or nongovernmental regulatory laws and requirements which apply to the business The RECEIPT NO, above must be displayed on ati commercial vehicles - Miami -Osie Code Sec Ba -276. For mere information. visa www.mtanadade.gmvitaaaotlecter FLORI14 OP ID: NR A'`...- R L'M CERTIFICATE OF LIABILITY INSURANCE DA(MM/DD/YYYY) 05/19 05/19/2016 •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(les) must 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 BUTLER, BUCKLEY, DEETS INC. 6161 BLUE LAGOON DR., STE 420 MIAMI, FL 33126 WIlliam S. Bodenhamer CONTACTNWILLIAM BODENHAMER Jac No, Ext):305-262-0086 FAX No): 305-262-0198 E-MAIL - crLss. INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Maxum Indemnity Company LIABILITY COMMERCIAL GENERAL LIABILITY INSURED FLORIDA ONE GENERAL CONTRACTORS INC. 2205 ARCH CREEK DR MIAMI, FL 33181 INSURER B: FUBA WORKERS' COMP INSURER C: 05/17/2017 INSURER D : $ 1,000,000 INSURER E : $ 100,000 INSURER F : COVERAGES CERTIFICATE NUMBER: 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 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 INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY BDG3014069-01 05/17/2016 05/17/2017 EACH OCCURRENCE $ 1,000,000 PREMISES TO (ERENTEDaoccurrence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (My one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE 7 POLICY LIMIT APPLIES JECT PER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (PER ACCIDENT) $ $ UMBRELLA LIAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATIONX AND EMPLOYERS' L!ABIUTY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 106-54998 06/18/2015 06/18/2016 WC STATU- TORY LIMITS OTH- ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space Is required) CGC 1520690 Executive Supervisor - CERTIFICATE HOLDER CANCELLATION Village of Miami Shores 10050 NE 2 Ave Miami Shores Village, 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 ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 07-12-2016 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 07/12/2016 EXPIRATION DATE: 07/12/2018 PERSON: FLEMING ROBERT FEIN: 455164463 BUSINESS NAME AND ADDRESS: FLORIDA ONE GENERAL CONTRACTORS INC 2205 ARCH CREEK DRIVE NORTH MIAMI FL 33181 SCOPES OF BUSINESS OR TRADE: 1- LICENSED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 07/12/2016 EXPIRATION DATE: PERSON: ROBERT FLEMING FEIN: 455164463 BUSINESS NAME AND ADDRESS: FLORIDA ONE GENERAL CONTRACTORS INC 2205 ARCH CREEK DRIVE NORTH MIAMI, FL 33181 SCOPE OF BUSINESS OR TRADE: 1- LICENSED GENERAL CONTRACTOR 07/12/2018 IMPORTANT OPursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on Rthe notice of election to be exempt. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 --�1 Florida General Congractirs(305)505-4015 % August 29,2016 Florida One General Contractors 2205 Arch Creek Drive North Miami, Fl. 33181 CGC # 1520690 Floridalgc@gmail.com Ph.: 305 505-4015 State of Florida County of Dade Before me this day personally appeared Robert Fleming who being duly sworn, deposes and says: That he or she will be the only person working on the project located at 1516 Ne 104 st, Miami Shores, Fl. Sworn to (or affirmed) and subscribed before me this 29th day of August, 2016, by Personally know Or by produced I.D. Type of I.D. produced / Prrae > a 13fr4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exem • tion Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more parttime or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Own State of Florida County of Miami -Dade The foregoing was acknowledge before me this C;day of ,4 /)(i/D ,i% J,9f' By ,20 /6 who ersonally known to m-. or has produced tion. Notary: SEAL: =aP% JESSE WALTERS Notary Public - State of Florida My Comm. Expires Sep 23, 2016 ) Commission # tt 07922 411PMlir- Aar -.0"ErNIF"111 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Expiration: 02/25/2017 Applicant 1516 NE 104 Street Miami Shores, FL 1122320320360 Block: Lot: DAVID SHOAF Owner Information Address Phone Cell DAVID SHOAF 1516NE104ST MIAMI SHORES FL 33138-2666 Contractor(s) Phone Cell Phone FLORIDA ONE GENERAL CONTRACT (305)505-4015 Valuation: Total Sq Feet: $ 32,000.00 532 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: REMOVE AND REPLACE DAMAGE Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Retum : Oc(( Exteo' Rear Setback: Right S Bathr Certificate Stlus: Additional Infq: Classification:V4 oT • ST BE err p. tt:46 Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $19.20 $50.00 $14.40 $14.40 $6.40 $960.00 $120.00 $120.00 $12.00 $25.60 $1,342.00 Pay Date Pay Type Invoice # RC -5-16-59858 08/29/2016 Check* 001661 05/19/2016 Check #: 001629 Amt Paid Amt Due $ 1,292.00 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Fill Cells Columns Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Review Planning Review Mechanical Review Plumbing Review Building Review Building Review Electrical Review Electrical Review Electrical Review Structural Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-named co r or to do the work stated. August 29, 2016 Authorized Signature: Owner / Applican / Contr ' or / Agent Building Department Copy Date August 29, 2016 1 PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS SUBMITTAL DATE: APRIL 25, 2016 RESUBMITTAL DATE: 5/11/16 FOR THE DIANE AND DAVID SHOAF RESIDENCE 1516 NE 104TH STREET MIAMISHORES, FLORIDA 33138 SCOPE OF WORK • TO REPAIR FAILED (DAMAGED & DETERIORATED DUE TO ROT) WOOD FLOOR FRAMING &/OR WOOD FLOOR DECKING IN EXISTING SINGLE FAMILY RESIDENCE • TO DOCUMENT EXISTING ELECTRICAL & PLUMBING EXISTING CONDITIONS DOCUMENT INDEX 0 COVER SHEET 1 SITE PLAN, LOCATION PLAN 2 PROJECT NOTES 3 OVERALL FLOOR PLAN 4 ENLARGED FLOOR PLAN 5 ENLARGED FRAMING PLAN 6 FLOOR FRAMING DIAGRAMS 7 REPAIR DETAILS 8a REPAIR DETAILS 8b REPAIR DETAILS 9 CONCRETE REPAIR NOTES & DETAILS 10 CONCRETE REPAIR NOTES & DETAILS 11 EXISTING CONDITIONS 12 EXISTING CONDITIONS 13 EXISTING CONDITIONS 14 EXISTING CONDITIONS 15 EXISTING CONDITIONS 16 EXISTING CONDITIONS 17 EXISTING CONDITIONS 18 STRUCTURAL REPORT 19 STRUCTURAL CALCULATIONS 20 STRUCTURAL CALCULATIONS I1,I MAX WOLFE AA 0002534 AR 0008679 MAX WOLFE ARCHITECT 3300 RICE STREET COCONUT GROVE, EL 33133 MAIwStas 305 216 9641 MAX4MAXW OLFEARCHITECT.COM ISSUED 4/25/16 5/11/16 (REV 1) 6/7/16 (REV 2) 6/19/16 (REV 3) COVER SHEET •• • • • •• •••• • • .• • •••• • • • . • i • • t • • • . • • • • • , • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• PERMIT SUBMITTAL CONSTRUCTION DOCUMENTS SUBMITTAL DATE: APRIL 25, 2016 RESUBMITTAL DATE: 5/11/16 FOR THE DIANE AND DAVID SHOAF RESIDENCE 1516 NE 104TH STREET MIAMISHORES, FLORIDA 33138 SCOPE OF WORK • TO REPAIR FAILED (DAMAGED & DETERIORATED DUE TO ROT) WOOD FLOOR FRAMING &/OR WOOD FLOOR DECKING IN EXISTING SINGLE FAMILY RESIDENCE • TO DOCUMENT EXISTING ELECTRICAL & PLUMBING EXISTING CONDITIONS VOID EXCEPT F STAMP . . . . . .. . . •••• •••• • . .•• •. • •• • • • .. • •. • . • • .•• . •. .. • • • • . ••.. • .. •• • MPy 192016 Y°411rr-9 • • • . • . • • DOCUMENT INDEX 0 COVER SHEET 1 SITE PLAN, LOCATION PLAN 2 PROJECT NOTES 3 OVERALL FLOOR PLAN 4 ENLARGED FLOOR PLAN 5 ENLARGED FRAMING PLAN 6 FLOOR FRAMING DIAGRAMS 7 REPAIR DETAILS 8 REPAIR DETAILS 9 CONCRETE REPAIR NOTES & DETAILS 10 CONCRETE REPAIR NOTES & DETAILS 11 EXISTING CONDITIONS 12 EXISTING CONDITIONS 13 EXISTING CONDITIONS 14 EXISTING CONDITIONS 15 EXISTING CONDITIONS 16 EXISTING CONDITIONS 17 EXISTING CONDITIONS 18 STRUCTURAL RE PORT VOID II 1,' MAX WDLFE AA 0002534 AR 0008679 ISSUED Mww stu,rwt,cuv., 4/25/16 5/11 /t6 --- (REVISION COVER SHEET I MIAMI SHORES NPU:AGE 1 APPROVED BY DATE ZONING ! STRUCTURAL ELECTRICAL AkW PLUMBING rz 4 MECHANICAL ^� IA BLDG. �`'q t'b SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATION:: 118' property line IZ. N Ia, _.173 118' property line 0 5 10 20 SITE PLAN NORTH 40 '.I.' MAX WOLFE AA 0002534 AR 0008679 ISSUED Mao& EWA,' " 4/25/16 5/11/16 (REVISION ) NE 104th St NE 103rd St • • • • • •••• • • •••• • • •• •• • • • NE 104th St ; •' 1516 NE 104th St NE 103rd St • • • •. • •••• • • • •• • • • • • • • • •• • • • •••• • • • • •••• • • • •. • NE LOCATION PLAN N.T.S. flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 LOCATION & SITE PLANS • • • •• • • SHEET 1 38) PROVIDE NEW CODE COMPLIANT SHOWER PANS AS REQUIRED 39) PROVIDE NEW FLOOR & WALL TILE TO MATCH EXISTING AS BEST AS POSSIBLE 40) PROVIDE NEW WOOD FLOORING TO MATCH EXISTING 41) EXISTING ELECTRIC OUTLETS & SWITCHES TO REMAIN 42) NEW SMOKE DETECTORS TO BE UNIFIED, CONNECTED TO EXISTING & WIRED TO EXISTING SPARES IN EXISTING ELECTRIC PANELS (SEE OVERALL FLOOR PLAN) 43) TEMPORARY MUD SILL 44) EXISTING DETERIORATED WOOD SUB -FLOORING TO BE REMOVED 45) PORTION OF EXISTING WOOD PARTITION TO BE REMOVED 46) 2" X 4" WOOD SHORE WITH 3410 SCREWS (Emin 1-1/2) 47) 4" X 4" WOOD POST SHORE @ 2'-0" OC 48) CONTINUOUS HORIZONTAL 4" X 4" WOOD POST WITH 2410 SCREWS @ EACH EXISTING WOOD STUD 49) PLYWOOD SUB -FLOORING CONNECTION: GLUED & SCREWED WITH #10 WOOD SCREWS @ 6" OC Emin 1 1/2 OR 100 RING SHANK NAILS @ 6" OC Emin 1 1/2 50) CONSTRUCTION SEQUESNCE A. CUT OPENING IN EXISTING PLYWOOD SUB -FLOORING AND INSTALL SHORING AS REQUIRED B. REMOVE EXISTING PLYWOOD SUB -FLOORING AND PORTION OF WOOD PARTITION AS REQUIRED C. REMOVE & REPLACE 2'-0"SECTIONS OF EXISTING PLYWOOD SUB -FLOORING AT ONE TIME D. RESTORE STUD PARTITION TO BEAR ON NEW PLYWOOD SUB -FLOORING E. REPEAT PROCESS AT NEXT SECTION UNTIL COMPLETE NOTE ARCHITECT RECOMMENDS TENTING OR TREATMENT OF TERMITES OF ENTIRE STRUCTURE AFTER COMPLETION OF REPAIRS SITE NOTES 13) PROPERTY LINE 14) EXISTING ONE STORY MASONRY FACIUTY TO REMAIN UNCHANGED (INTERIOR SELECTIVE DEMOUTION ONLY) DEMOLITION NOTES 15) AREA OF INTERIOR SELECTIVE DEMOLITION BELOW FINISHED FLOOR @ KITCHEN & MASTER SUITE 16) EXISTING FACILITY (ROOM LAYOUT & USAGE) TO REMAIN UNCHANGED UNLESS OTHERWISE NOTED 17) REMOVE & REINSTALL EXISTING DOORS, THRESHOLDS AND CASING AS REQUIRED TO ACCESS FLOORING & FLOOR FRAMING 18) TYPICAL INTERIOR WOOD FRAMED, SHEETROCK PARTITION, ELECTRICAL, WOODWORK, ETC. TO REMAIN UNLESS OTHERWISE NOTED 19) EXISTING AIR CONDITIONING, AIR HANDLERS AND EQUIPMENT TO REMAIN NOTES 20) REPAIR/REPLACE WOOD BASEBOARDS AS REQUIRED 21) NEW PRESSSURE TREATED 2"X4" BETWEEN JOISTS W/ 5/16" TAPCON @ 8" O.C. (EMIN = 1 %") 22) NEW WOOD FLOORING/TILE TO MATCH EXISTING ELEVATION HEIGHT 23) NEW MARINE GRADE WOOD SUB -FLOORING TO MATCH EXISTING FINISH & ELEVATION HEIGHT 24) SHIM WITH P.T. SHIM TO MATCH EXISTING SUB -FLOORING ELEVATION 25) REPAIR TERMIT SHIELD IF DAMAGED 26) EXISTING EXTERIOR 8" & 12" MASONRY FOUNDATION & WALL ABOVE 27) OVERLAP EXISTING & NEW WOOD FRAMING 30'; TYP. @ INTERIOR BEARING FOUNDATION WALLS, IF FOUND EXISTING 28) EXISTING DAMAGED WOOD JOIST 29) NEW WOOD JOIST TO MATCH EXISTING W/ 16D NAILS T & B @ 16" O.C., IF REQUIRED (NO.1 SOUTHERN YELLOW PINE OR BETTER) 30) EXISTING NON -LOAD BEARING WOOD FRAMED PARTITION TO REMAIN 31) NEW WOOD JOIST ON BOTH SIDES OF EXISTING WOOD JOIST W/ h" DIA A307 THRU BOLTS @ 12" O.C., IF REQUIRED (N0.1 SOUTHERN YELLOW PINE OR BETTER) 32) EXISTING WOOD JOIST AT STUD PARTITION THAT REQUIRES REPLACEMENT, IF REQUIRED (N0.1 SOUTHERN YELLOW PINE OR BETTER) 33) 3" X 8" WOOD FLOOR JOISTS @ 12" O.C. 34) 2" X 8" WOOD FLOOR JOISTS @ 12" O.C. 35) DIRECTION OF FLOOR JOIST SPAN (EAST/WEST) 36) EXISTING CABINETRY & ISLAND TO BE REMOVED, STORED AWAY FROM CONSTRUCTION AREA & REINSTALLED IN EXACT LOCATIONS WITH PROPER BACKING IN WALLS AS REQUIRED 37) ELECTICAL & PLUMBING FIXTURES, FITTINGS & APPLIANCES TO BE REMOVED, STORED & REINSTALLED IN EXACT LOCATIONS (RECONNECT TO EXISTING ELECTRICAL WIRING & CIRCUITS, PLUMBING ROUGH -INS, ETC.) SCOPE OF WORK TO APPLY FOR A PERMIT TO REPAIR FAILED (DAMAGED & DETERIORATED DUE TO ROT) WOOD FLOOR FRAMING &/OR WOOD DECKING IN EXISTING SINGLE FAMILY RESIDENCE. ALL WOOD SUB -FLOORING & FINISH FLOORING TO BE REMOVED & REPLACED IN AREA OF WORK. A/E TO DETERMINE EXTENT OF EXISTING FLOOR FRAMING JOISTS REQUIRING NEW SIMILAR JOISTS TO BE "SISTERED" TO EXISTING JOISTS. GENERAL NOTES --�' 1) GENERAL CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE (2014 + SUPPLEMENTS). THIS PROJECT IS A LEVEL II ALTERATION. CONTRACTOR SHALL ALSO UTILIZE METHODS OF CONSTRUCTION WHICH COMPLY WITH ALL APPLICABLE CODES, STANDARDS & ORDINANCES. 2) GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK AND IMMEDIATELY NOTIFY ARCHITECT OF ANY CONDITIONS CONTRARY TO THOSE SHOWN OR INFERRED IN THE DRAWINGS. 3) WORK TO BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION SAFETY AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES. 4) THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL FEES, PERMITS, APPLICATIONS AND FILINGS AND REQUIRED INSPECTIONS WITH STATE AND GOVERNMENTAL AGENCIES. 5) GENERAL CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN A.ND FREE • • . OF ACCUMULATIONS OF WASTE MATERIAL AND RUBBISH.CAUS,ED BY G+En191..ITION OPERATIONS. • •' . .... 6) GENERAL CONTRACTOR SHALL ERECT AND MAINTAIN D'17nPROOF PARTITIONS & ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND ILY tPJRATE AREAS FRONT FUMES AND NOISE. CONTRACTOR SHALL PROTECT WALLY C hl:NG5, F'3®R .AND • ANY OTHER FINISH WORK THAT REMAINS OR IS EXPOSEDI UR1MG DEH;IQLITION. 7) GENERAL CONTRACTOR SHALL LOCATE, IDENTIFY, DISCO.INOC'T OR GAf' OFF UTILITIES SERVING AREAS TO BE DEMOLISHED. • . 8) ALL EXISTING WALLS, CEILINGS, FLOORS AND SURFACq TO RtMAIN:SHEI.BE REPAIRED AND PATCHED AS REQUIRED TO COMPLY WITH'i3 PLIcABLE CODES, SPECIFICATIONS, EXISTING CONDITIONS AND INDUSTRY STANDARDS. ' .. 9) ALL DISMANTLING AND DEMOLITION IS TO BE DONE IN A WORKMAN LIKE MANNER AND CARE SHOULD BE TAKEN TO MINIMIZE DAMAGE TO AREAS OF PROJECT TO REMAIN. 10) CONTRACTOR SHALL VERIFY IF ANY PARTITIONS ARE LOAD BEARING PRIOR TO COMMENCEMENT OF DEMOLITION WORK. NOTIFY ARCHITECT IMMEDIATLEY BEFORE PROCEEDING. 11) SUPPORT AND SHORE EXISTING STRUCTURE AS NEEDED DURING CUTTING OF OPENINGS OR REPLACEMENT OF STRUCTURAL MEMBERS. 12A) INSPECT EACH INDIVIDUAL WOOD FLOOR JOIST AND REPAIR/REPLACE ALL DAMAGED JOISTS. REPLACEMENT TO OCCURR BY REMOVING DAMAGED FLOOR JOIST AND INSTALLING NEW MATCHING JOIST IN ITS PLACE, OR "SISTER" IN A NEW JOIST ADJACENT TO THE DAMAGED JOIST. (SEE DETAILS) 12B) INSPECT ALL SUB -FLOORING @ AREA OF WORK AS INDICATED AND SEE DETAILS FOR ADDITION OF NEW PLYWOOD SHEETING BELOW FLOORS. . • . . •• 1.11,MAX WOLFE AA 0002534 AR 0008679 MAX WOLFE ARCHITECT 3300 RICE STREET COCONUT GROVE. FL 33133 M a / Stat►-wca vi, 305 216 9641 MAXr@MAXWOLF EARCHITECT.COM ISSUED 4/25/16 5/11/16 (REV 1) 6/7/16 (REV 2) 6/19/16 (REV 3) flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 PROJECT NOTES SHEET • • • ADD SMOKE/CARBON MONOXIDE DETECTORS. ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TC* BE REPLACED. AREA OF WORK tiATHROOM RECEPTACLE ON 20 AMP CKT AND G.F I PROTECTED NO POINT ALONG COUNTER TO BE MORE THAN 2 FEET FROM G.E.i PROTECTED RECEPTACLE. PUT DAN' RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. EXISTING RESIDENCE NOTES • • • • SEE ENLARGED FLOOR PLAN FOR EXISTING ELECTRIC OUTLETS & SWITCHES AND PLUMBING SERVICE ELECT ?. AL REVIEW 1.#69G". • SEE SHEET 2 FOR PROJECT NOTES AND DESCRIPTIONS �/% DATE _ AND r MASTER BEDROOM FAMILY ROOM " KITCHEN OVERALL FLOOR PLAN N.T.S. DINING ROOM • LIVING ROOM ..J GARAGE • • ••• •• •• • • • • • • • •• • ENTRY • • •••• • • • .• • • • • •• • • • •• • • • •••• • • • • •••• • • • •• • BEDROOM 2 BEDROOM 3 • • • • w• • • I. MAX WOLFE AA 0002534 AR 0008679 ISSUED Ma,X' Stu.v- 4125116 5/11/16 (REVISION flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 OVERALL FLOOR PLAN SHEET 3 HC ADD SMOKE/CARBON MONOXIDE DETECTORS. ANY AND ALL CLOTH AND RUBBER INSULATED CONDUCTORS TCS BE REPLACED. BATHROOM RECEPTACLE ON 20 AMP CKT AND G.F.I PROTECTED ELECTRICAL RE EW���,� NO POINT ALONG COUNTER TO BE MORE THAN 2 FEET FROM G.FI PROTECTED RECEPTACLE PUT DMV RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. APPROVE DATE DINING ENLARGED FLOOR PLAN N.T.S. LEGEND (ExisTING), ELECTRICAL SWITCH DUPLEX OUTLET DUPLEX OUTLET GFI & TAMPER PROOF QUADPLEX OUTLET QUADPLEX OUTLET GFI Yf' & TAMPER PROOF SD t D 220 VOLT OUTLET SMOKE DETECTOR CO2 DETECTOR WATER SERVICE FITTING EXIST ELECTRIC PANELS • • • • . • • • NOTES • • • • EXISTING ELECfIZItaOTLETS & SWITCHES ANDHAJI 1BING FITTINGS TO REM N.. • • • • • • • . • . • • .. • . • • • • • VERIFY LOCATIQNS7N4FIELD (PROVIDE AS-BUrLT FOFt FIELD: REVISIONS) • • • . • • • • • . • . • SEE SHEET 2 FOR PROJECT NOTES AND DESCRIPTIONS • • • • 11.1.1 MAX WDLFE AA 0002534 AR 0008679 ISSUED Max/Stow' 4/25/16 5/11/16 (REVISION 1) flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 ENLARGED FLOOR PLAN SHEET 4 C AREA OF INTERIOR SELECTIVE DEMOLITION BEOLOW EXISTING FLOOR EXISTING 3" x 8" WOOD JOISTS @ 12" O.C. EXISTING 2" x 8" WOOD JOISTS @ 12' O.C. ENLARGED FRAMING PLAN N.T.S. ••. • • • ••.. • • • •. . • ••• • •• • • • ••.. • • ..•. • • •. • • • • • .. •• •..• • • • . • • • • • . • .• • •••• • • . • • • . • • . . • •• '.'.I MAX WOLFE AA 0002534 AR 0008679 ISSUED M acv Sttkr v11, 4/25/16 5/11/16 (REVISION 1),' flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 ENLARGED FRAMING PLAN SHEET 5 • • • • • FLOOR FRAMING PLAN N.T.S. FLOOR FRAMING DIAGRAM N.T.S. ••. • • •••• • • • • • • ••• . • • • . • • • • • • • •• • ••• • • • •••• • • • • •••• • • • • • • • • • • • I. MAX WOLFE AA 0002534 AR 0008679 ISSUED Pico& Stu, - 4/25/16 5/11/16 (REVISION 1) /01 flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 FLOOR FRAMING DIAGRAMS SHEET 6 top of waterproof mem- brane at threshold must be above top of floor drain top of waterproof membrane behind wall two-stage floor drain with weep holes set below subfloor tile floor slope: 1/4" PER FOOT 18" MINIMUM TO MEMBRANE EDGE top of drain tile setting bed continuous waterproof membrane • DUROK OR HARDEE MOISTURE RESTANT BACKER BOARD - SIMILAR @ TOP OF TUB CURB • REPAIRED WOOD FLOOR FRAMING NOTCHED FOR SHOWER DEPRESSION • • • • • •• • •••• • • • • • . . •• •• • • • • ••. • •••• • •.• • • • •• • • • • • • TYPICAL CURBLESS WATERPROOFING DETAIL N.T.S. TYPICAL EXTERIOR SUPPORT DETAIL N.T.s ••• .• •• ••••••• • ••• • • ••• • • • • 1.11 MAX WOLFE AA 0002534 AR 0008679 ISSUED Ma St1M/' •d 4/25/16 5/11/16 (REVISION flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 DETAILS SHEET 7 TYPICAL JOISTS @ STUD WALLS SUPPORT DETAIL 1.51' = 1' •• ... . •... .. . . . .• .. ..•• • •• .. .... TYPICAL "SISTERED" JOIST DETAIL 1.5" = 1' •.• • • • • .. . . .• . .. • • • • • I . 11.1.' MAX WOLFE AA 0002534 AR 0008679 MAX WOLFE ARCHITECT 3300 RICE STREET COCONUT GROVE, FL 33133 Ma*'Sturwt,a vt/ 305 216 9641 M AX IU M AX W O LF EARCHITECTCOM ISSUED 4/25/16 5/11/16 (REV 1) 6/7/16 (REV 2) 6/19/16 (REV 3) flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 REPAIR DETAILS TYPICAL SHORING DETAIL 1.5" = 1' I .'.' MAX WOLFE AA 0002534 AR 0008679 MAX WOLFE ARCHITECT 3300 RICE STREET COCONUT GROVE, FL 33133 M arc, Saw rna' 305 216 9641 MAX@.MAXWOLFEARCHrTECT.COM ISSUED 4/25/16 5/11/16 (REV 1) 6/7/16 (REV 2) 6/19/16 (REV 3) START OF CONSTRUCTION DETAIL 1.5" = 1' flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 RE PAIR DETAILS SHEET 8b OVAVAVAVAVAVAVAVAVAV vi, VAVAVAVAVAVAVAVVVAVA REPAIR OF REINFORCING STEEL DUE TO LOSS OF SECTION ACI REQUIRED LAP AFFECTED AREA ACI REQUIRED LAP LOSS OF SECTION V L\ JVAVVAVAVAVAVAVAVAVL� n77AVAVAVAVAVAVAVAVAVA IF REBAR HAS LOST MORE THAN 10% OF ITS CROSS SECTION (20% IF 2 OR MORE CONSECUTIVE PARALLEL BARS ARE AFFECTED), STRUCTURAL ENGINEER SHOULD BE CONSULTED. IF REPAIRS REQUIRED TO THE REINFORCING STEEL, ONE OF THE FOLLLOWING REPAIR METHODS SHOULD BE USED: OLD BAR 3/4" COMPLETE BAR REPLACEMENT, OR ADDITION OF SUPPLEMENTAL BAR OVER AFFECTED SECTION. NEW BAR MAY BE MECHANICALLY SPLICED TO OLD BAR OR PLACED PARALLEL TO AND APPROXIMATELY 3/4" FROM EXISTING BAR. LAP LENGTH SHALL BE DETERMINED IN ACCORDANCE WITH AC1318, ALSO REFER TO CRSI NEW LAP BAR CLEANING OF REINFORCING STEEL CLEANING UNDERSIDE VAVAVAVAv/ \ v /vAAV VAVAV e ORIGINAL MILL SCALE UNOXIDIZED LT./MED. OXIDIZED SECTION L HEAVILY OXIDIZED SECTION OF BAR PATH OF ABRASIVES CLEANING REQUIRED CONCRETE ALL HEAVY OXIDES AND SCALE SHOULD BE REMOVED FROM THE BAR AS NECESSARY TO PROMOTE MAXIMUM BOND OF REPLACEMENT MATERIAL. OIL FREE ABRASIVE BLAST IS THE PREFERRED METHOD. A TIGHTLY BONDED LIGHT BUILD-UP ON THE SURFACE MAY RESULT FROM HIGH-PRESSURE WATERBLASTING, WITH OR WITHOUT ABRASIVE. ALL REINFORCING STEEL TO BE PAINTED WITH SIKA ARMATEC 110 EPO CEM OR EQUAL. ALL WORK IS TO ACCORDANCE WITH SURFACE PREPARATION AND APPLICATION SHOULD BE FOLLOWED. SUBMIT SPECIFICATION SHEET FOR ALTERNATE PRODUCT. EDGE AND SURFACE CLEANING METHOD A 1/2" SAWCUT MAX. OR LESS AS NECESSARY TO AVOID CUTTING REINFORCING STEEL PREPARED SURFACE TO RECEIVE REPAIR MATERIAL METHOD B CUT AT RIGHT ANGLE TO SURFACE WITH POWER BREAKERS, HYDRO DEMO. OR OTHER EQUIPMENT APPLICABLE TO HYDRODEMOLITION, HYDROMILLING, PNEUMATIC, HYDRAULIC AND ELECTRIC BREAKERS APPLICABLE TO HORIZONTAL AND OVERHEAD LOCATIONS CAUTION! BEFORE STARTING REMOVAL OF CONCRETE, REVIEW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NECESSARY PARTICULAR CARE SHALL BE EXERCISED AT SLAB/BEAM CONNECTIONS TO COLUMNS. 1. REMOVE DELAMINATED CONCRETE, UNDERCUT REINFORCING STEEL (REFER TO REINFORCING STEEL UNDERCUTTING GUIDE), REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE MINIMUM REQUIRED THICKNESS OF REPAIR MATERIAL. 2. AT EDGE LOCATIONS PROVIDE EITHER METHOD A OR METHOD B RIGHT ANGLE CUTS. AVOID FEATHERED EDGES. FOR SHOTCRETE REPAIRS REFER TO ACI.506 • EDGE PREPARATION GUIDELINES PATCH CONFIGURATIONS SHOULD BE KEP%•• AS SIMPLE AS POSSIBLE. FOR EXAMPLE: PREFERRED • MEM ,I iME - 'mom NEM.O .. iu•u•■■NEMENINI ......■......NEMENNEI •••• • • •••• PREFERRED • • • • • • • • •••• • • • • • • • •• • • • • • • •• • • • •••• 3. AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BONbWI$ITING • MATERIALS (DIRT, CONCRETE SLURRY, LOOSELY BONDED AGGREGATES) B"PABR,4SIVE • BLASTING OR HIGH PRESSURE WATERBLASTING WITH OR WITHOUT ABRASI'2E. QT€CK THE SURFACES AFTER CLEANING TO INSURE THAT SURFACE IS FREE FROM AEDI1IIONAL•0 _ •• • LOOSE AGGREGATE, OR THAT ADDITIONAL DELAMINATIONS ARE NOT PRESENT. 4. IF HYDRODEMOLITION IS USED, CEMENT AND PARTICULATE SLURRY MUST BE REMOVED FROM THE PREPARED SURFACES BEFORE SLURRY HARDENS. CONCRETE REPAIR DETAILS & PROCEDURES N.T.S. •• • • • • 4 • +• • • • • AXwI MX WOLFE AA 0002534 AR 0008679 ISSUED MawStLu' 4/25/16 5/11/16 (REVISION 1) flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 DETAILS SHEET 9 EXPOSING & UNDERCUTTING REINFORCING STEEL APPLICABLE TO HORIZONTAL AND OVERHEAD LOCATIONS PREPARED CONCRETE SURFACES TO RECEIVE PATCH OXIDIZED (CORRODED) BARS 3/4" MIN. CLEARANCE REFER TO NOTE #2 UNOXIDIZED & TIGHTLY BONDED BARS 3/4" 3/4" SECTION THRU CONCRETE MEMBER • APPLICABLE TO HYDRODEMOLITION, HYDROMILLING, PNEUMATIC, HYDRAULIC AND ELECTRIC EQUIPMENT / \ CAUTION! BEFORE STARTING REMOVAL OF CONCRETE, REVIEW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBER AS NECESSARY PARTICULAR CARE SHALL BE EXERCISED AT SLAB/BEAM CONNECTIONS TO COLUMNS. 1. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE OXIDIZED REINFORCING STEEL. ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL EXPOSED OXIDIZED (CORRODED) BARS. UNDERCUTTING WILL PROVIDE CLEARANCE FOR UNDER BAR CLEANING, FULL BAR CIRCUMFERENCE BONDING TO SURROUNDING CONCRETE, AND WILL SECURE THE PATCH STRUCTURALLY. 2. PROVIDE MINIMUM 3/4" CLEARANCE BETWEEN EXPOSED REBAR AND SURROUNDING CONCRETE OR 1/4" LARGER THAN LARGEST AGGREGATE IN REPAIR MORTAR. WHICH EVER IS GREATER. 3. CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS ALONG THE BAR FREE OF BOND INHIBITING CORROSION, AND WHERE THE BAR IS WELL BONDED TO SURROUNDING CONCRETE. 4. IF UNOXIDIZED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING PROCESS, CARE SHALL BE TAKEN NOT TO DAMAGE THE BAR'S BOND TO SURROUNDING CONCRETE. IF BOND BETWEEN BAR AND CONCRETE IS BROKEN, UNDERCUTTING OF THE BAR SHALL BE REQUIRED. 5. ANY REINFORCEMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO OTHER SECURED BARS OR BY OTHER APPROVED METHODS. REMOVAL GEOMETRY SECTION B - B COLUMN CAUTION! BEFORE STARTING REMOVAL OF CONCRETE REVIEW EFFECT OF REMOVALS ON STRUCTURAL INTEGRITY. PROVIDE SHORING OF MEMBERS AS NECESSARY. PERTICULAR CARE SHALL BE EXERCISED AT SLAB/BEAM CONNECTIONS TO COLUMNS SECTION A - A . . . . . .. . ... . . . .... . • . 0.00 • 000 . • . 00 • •. • . . O 0 •0 / • • •.• SLAB OR WALL • 00 • . • 8000 • . • 0000 • .• O 0 0 O 0 0 EXERCISE CARE NOT TO SPALL CONCRETE FULL DEPTH SLAB OR WALL .. • CONCRETE REPAIR DETAILS & PROCEDURES N.T.S. • • .... .1. 0000 11.1.1 MAX WO LFE AA 0002534 AR 0008679 ISSUED caw Stumm 4/25/16 5/11/16 (REVISION 1) r flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 DETAILS SHEET 10 o o 0 o o 0 0 0 SECTION A - A . . . . . .. . ... . . . .... . • . 0.00 • 000 . • . 00 • •. • . . O 0 •0 / • • •.• SLAB OR WALL • 00 • . • 8000 • . • 0000 • .• O 0 0 O 0 0 EXERCISE CARE NOT TO SPALL CONCRETE FULL DEPTH SLAB OR WALL .. • CONCRETE REPAIR DETAILS & PROCEDURES N.T.S. • • .... .1. 0000 11.1.1 MAX WO LFE AA 0002534 AR 0008679 ISSUED caw Stumm 4/25/16 5/11/16 (REVISION 1) r flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 DETAILS SHEET 10 ROOFING PAPER SEPARATION ROOFING PAPER SEPARATION DETERIORATED WOOD FLOOR JOISTS EXISTING JOIST WOOD BRACING DETERIORATED WOOD FLOOR JOISTS It . . .... ..S. • .e. EXISTING WOOD JOIST BRACING MAX WOLFE AA 0002534 AR 0008679 ISSUED Moo& SttA,rvn wv 4/25/16 5/11/16 (REVISION 1) flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 EXISTING CONDITIONS SHEET 11 ROOFING PAPER SEPARATION DETERIORATED SUBFLOORING EXISTING JOIST BRACING DETERIORATED SUBFLOORING EXISTING JOIST BRACING SUBFLOOR PLUMBING • • • • • • II '.I MAX W❑ L F E AA 0002534 AR 0008679 ISSUED Mc &Stuurvn m,-4 4/25/16 /r 5/11/16 (REVISION 1) r' flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 EXISTING CONDITIONS SHEET 12 DETERIORATED SUBFLOORING DETERIORATED SUBFLOORING & FINISH FLOORING DETERIORATED SUBFLOORING & FINISH FLOORING DETERIORATED SUBFLOORING & FINISH FLOORING DETERIORATED SUBFLOORING & FINISH FLOORING DETERIORATED SUBFLOORING & FINISH FLOORING • • • I. MAX WOLFE AA 0002534 AR 0008679 ISSUED Maw Stu.r 4/25/16 5/11/16 (REVISION flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 EXISTING CONDITIONS SHEET 13 ATTIC FRAMING ATTIC FRAMING ATTIC FRAMING •••• • • •••• • • • •• • • ••• • • • •• • • • •••• • • • • •••• • • •• • • • • • •• •• •••• • • • • • • • • • • • • • • •• • •••• • • • •• • • •• • • • • • • • •• • • • '.�.I MAX WOLFE AA 0002534 AR 0008679 ISSUED M ctw Stc wwt,cwv 4/25/16 5/11/16 (REVISION 1) flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 EXISTING CONDITIONS SHEET 14 • EXISTING KITCHEN - NORTHEAST WALLS EXISTING KITCHEN - SOUTHWEST WALLS DUPLEX OUTLETS/SWITCHES EXISTING KITCHEN - WEST WALL EXISTING KITCHEN - SOUTH WALL DUPLEX OUTLET EXISTING KITCHEN - SOUTH WALL • CRACKED - SEPARATED COUNTER TOPS • • AA 0002534 AR 0008679 ISSUED Ma' Stu,vr 4/25/16 5/11/16 (REVISION 1 flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 EXISTING CONDITIONS SHEET 15 EXISTING UTILITY - NORTH WALL DUPLEX OUTLET WATER SUPPLY EXISTING MASTER BEDROOM - NORTH WALL DUPLEX OUTLET condition EXISTING UTILITY - SOUTH WALL 220 OUTLET/ELECTRIC PANELS EXISTING MASTER BEDROOM - SOUTH/WEST WALLS - DUPLEX OUTLETS/LIGHT SWITCH EXISTING KITCHEN - SOUTHWEST WALLS QUADPLEX OUTLETS • ... EXISTING MASTER BEDROOM SOUTH WALL - DUPLEX OUTLET • .. • , • • • MAX WOLF E AA 0002534 AR 0008679 ISSUED M a' Stu,rvvtct w 4 4/25/16 5/11/16 (REVISION 1) flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 EXISTING CONDITIONS SHEET 16 EXISTING MASTER BATH - NORTH WALL DUPLEX OUTLETS/PLUMBING FITTINGS EXISTING MASTER BATH - WEST END DUPLEX OUTLET/PLUMBING FITTINGS EXISTING MASTER BATH - EAST END DUPLEX OUTLETS/WALL SWITCHES EXISTING BEDROOM HALL SMOKE DETECTOR • • • • •w hi MAX WOLFE AA 0002534 AR 0008679 ISSUED Maw&stu r 4/25/16 5/11/16 (REVISION flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 EXISTING CONDITIONS SHEET 17 DONALD HODGETTS, P.E. JOB; CONSULTING ENGINEER 5901 S.W. 74th STREET, SUITE 405 SOUTH MIAMI, FL 33143 TEL.: (305) 663-8885• FAX: (305) 663-9841 E ,CviaTYCt5 ILO •cs 7D•! N G l +Ie+-'ir # cra71 /*w sc 3',' y wmo r• -t. 7 lc- rrVOC. 3.5 -2 4_ 0 • «-2''r -asp,i 4- K V PAGE. 1 SCOPE NUMBER /'-4 =•d DSNGIt DATE: Cali 7/4 N275, " S+G. iy4 / K Soni rdrd.rd./fret-0 sy firs - / / $13 • / :5 pls` • •zx 46 1"2" Lc - -4460 P'a'rc • /SC1 P r" ..'4ot ?re 4J �c 0.4$-• .1./S" .�".fist 11• AX WOLFE AA 0002534 AR 0008879 /7. 25 )412 /.f1D MAX WOLFE ARCHITECT 3300 RICE STREET COCONUT GROVE, FL 33133 Mcw Stu.rvn,tx.+' 305 216 9641 MAXaMAXWOLFEARCHRECT.COM ISSUED 4/25/16 5/11/16 (REV 1) 617/16 (REV 2) 6/19/16 (REV 3) TO: FROM: DATE: Donald Hodgetts, P.E. 5901 S.W. 74' STREET -SUITE 405 -SOUTH MIAMI, FL 33143 305-663-8885 (FAX) 305-663-9841 Mr. Max Sturman Donald Hodgetts April 13, 2016 REMARKS: 1516 NE 1041 Street, Miami Shores 33138 As requested, i crawled under the 1•` floor master bedroom/bath and kitchen to visually inspect the reported damage to the existing decking and framing. The original master bedroom/bath floor structure is plywood decking supported by 3 x 8's @ 12"o/c. The kitchen floor structure is also a plywood deck suppo40'• by 2 x 8's @12'o/c. A layer of roofing paper has been placed betwee',:he joi,st-% and plywood decking in both areas. The existing floor joists have•l+a; en °•.• : previously strengthened by "sistering" 2x8's to the existing joists•••• •••• ••• • • . • • • While crawling, I was able to check the extent of the dry rot by pcgpjng the,. •, joists and decking with my penknife. The joists and decking in the'rr>K3ster: '..• bedroom/bath room have several areas where the joists and decicirlg pr just the decking are soft from dry rot. In the kitchen areas the joists find deckiha.:. are so heavily dry rotted that I can force my finger completely thP91ig1; the..... plywood. The roofing paper in this area has completely rotted and hangs f rti the floor joists. The common framed roof does not appear to be bea bathroom/kitchen partitions. n on the interior All the plywood decking must be removed and replaced. The master bedroom furniture, bathroom fixtures and kitchen equipment, cabinets, and islands must be removed. Floor tile, subflooring and plywood decking must be removed and replaced. While the joists are exposed, all joists should be thoroughly checked for dry rot. Additional 2 x 8's should be sistered to damaged joists before the new floor is installed. The kitchen floor is so heavily damaged that I strongly recommend sheets of plywood top of the existing tile floor to prevent any local failure repair work is started. flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 STRUCTURAL REPORT ••r••• . • ,1• ••• • 1 • • •N ••• • 1 • .•I••• • • .,1.•• Y 1 • • • i • . 4 , • • • 1 • •w1• • •• • 1 • SHEET 18� Donald Hodgetts. PE 5901 SW 74 th Street #405 South Miami, FL 33143 305-863.8885 fax 305-883-9841 Title Block Line 8 Wood Beam Description L.crg span J.- sc CODE REFERENCES Calculations per NDS 2012. IBC 2012. CBC 2013. ASCE 7-10 Load Combination Set ASCE 7-10 Material Properties Analysis Methookllowabte Stress Design Load CombnatASCE 7-10 Wood Species Mixed Southern Pine Protect Title. Shoat Residence Engineer OWH Project Descr Fb - Tension Fb • Compr Fc • Pril Fc - Perp Wood Grade Select Structural 2" - 4" Thick 8" Fv Ft Beam Bracing Beam is Fully Braced against lateral -torsional buckling '^v?0 d351 Lid C-1 Protect ID 16-2180 F4, = c'Lsers JsenDOCUME-1 ENERCA-1116-2180.ece ENERCALC INC 1063-2016, au61f.6.16.6.7., mare 16.6 .7 Licensee DON HOOGETTS 1750 psi 1750 psi 1600 psi 565 psi 175 psi 1000 psi E Modulus of Efasti Ebend- xx 1600ksi Eminbend - x 580ksi Density 31 82pcf • • • • at Applied Loads Beam self weight calculated and added to Uniform Load D = 0.0350. L = 0.040 DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ib Actual = F9 Allowable Load Combination Location of maximum on span = Span *where maximum occurs = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deftection Max Downward Total Deflection Max Upward total Deflection 3x6 Span =17250ft Serv+ce loads entered Load Factors will apptled for calculations loads . Tributary Width = 0.920 1 3x8 1,610 13 psi 1,75000 psi +D+L+H 8.625 ft Span # 1 10ft Maximum Shear Stress Ratio = Section used for this span fv Actual Fv Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = 0.631 in Ratio 0.000 in Ratio = 1.246 in Ratio 0000 In Ratio = Maximum Forces & Stresses for Load Combinations . Load Combmatior Max Stress Ratios Segment Length Span 0 M V Cd CFA! C +D+H Length = 17 250 ft 1 0 505 0.165 090 +D+L+H Length • 17.250 ft 1 0 920 0 301 1.00 +D+Lr+H Length = 17 250 11 1 0.363 0,1 19 1 25 +D+S+H Length = 17 250 ft 1 0.395 0 129 1 15 +D+0.750Lr+0.75OL+H Length = 17 250 ft 1 0 643 0.210 1.25 .0+0.7501+0 750S+H 1 000 1.000 1 000 1,000 1 000 1.000 1 000 1 000 1 000 1.000 100 1 00 1.00 1.00 100 1 00 1 00 1.00 1.00 1.00 328 <360 0 <360 166 4180 0 <180 Desi•n N.G. 0.301 1 3x8 52.69 psi 175.00 psi +D+L+H 16.683 ft Span # 1 Moment Va Cr Cm C t CL M lb 1.00 100 1.00 1.00 1.00 1.00 100 100 1.00 1 00 1.00 1.00 1,00 1.00 1 00 1.00 1 00 1.00 1.00 1 00 1 00 1 00 1.00 1 00 100 1 00 100 1 00 1.00 100 100 100 1 00 100 1 00 100 100 100 1 00 100 145 794 93 294 1.610.13 1.45 794 93 1 45 794 93 2.57 1.406 33 0.00 1575 00 000 1750 00 0.00 2187.50 000 2012.50 0.00 2187.50 000 Shear Values V tv Fv 0.00 031 0.00 0.84 0.00 0.31 0.00 031 0.00 056 000 0.00 28.01 0.00 52.69 0.00 28 01 0.00 2601 0.00 46.02 000 000 15750 0-00 175.00 0.00 21875 0.00 201 25 0.00 21875 0.00 Donald Hodgetts, PE 5901 SW 74 th Street #405 South Miami, FL 33143 305-663-8885 fax 305-663-9841 Title Block Line 6 Wood Beam Protect Title Shoat Residence Engineer DWH Protect Descr: Description . Short floor Joist Load Combination Max Stress Ratios Segment Length Span # M V Cd CFA/ C 1 Cr Cm C t CL +D+0t30W+H 1.000 1 00 1.00 1 00 1.00 1.00 Length = 14.0 ft 1 0,280 0.111 1.60 1 000 1.00 1.00 1.00 1 00 1.00 +D+0,70E+H 1.000 100 1 00 1 00 1.00 1.00 Length = 14.0 ft 1 0.280 0 111 1.60 1.000 1.00 100 100 1.00 100 +D+0.754Lr+0.750L+0 450W -t .000 1 00 1 00 1 00 t .00 1.00 Length • 14,011 1 0 518 0 206 160 1 000 1.00 1.00 100 1.00 1.00 +0+0, 750L+0.750S+0.450W+ 1.000 1.00 1,00 1,00 1.00 1,00 Length ■ 14.0 ft 1 0 519 0 206 160 1.000 100 1.00 1-00 1.00 100 +0+0.7501+0.7505+0.5250E- 1 000 1 00 1.00 1,00 1.00 1 00 Length = 14.0 ft 1 0.519 0206 1.80 1.000 1.00 1.00 1,00 1 00 1 00 +0 600+0.60W+0.60H 1.000 1 00 1.00 1,00 1.00 100 Length = 14.0 ft 1 0.168 0.067 1.80 1 000 1.00 100 1 00 100 1.00 +0.600+0 70E+0.6011 1.000 100 100 1 00 100 1 00 Length = 14.0 ft 1 0.168 0067 1.60 1.000 100 100 1 00 1.00 100 Overall Maximum Deflections Load Combination Spar'. Max -" Defl Location in Span +D+L+11 1 0.8555 Wrtical Ructions Load Combination 87ver4fti4 � um Overall MINirttum +D+H +D+L+H +D+Lr+H +D+S+H +D+0750Lr+0.750L+H +D+0,750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+O.750Lr+0.750L+0.450W+H +0+0.750L+0, 750S+0.4 50W+H +0+0.750L+0.750S+0.5250E+H +0.600+0.60W+0.8011 +0.600+0.70E+0 60H DOny Lr Only L Only S Only W Only E Only H Only Protect ID 16-2180 fila • cAUserstUsart000UME-11ENERCA-1' 16.2150 ec8 ENERCALC. INC 1983.2016.8WI0.6 16 67 Ver 6 16 6 7 ic;ensee : DON HODGETTS Moment Values M Ib Fb 0.86 783.07 0 88 783.07 1.59 1,454.27 1 59 1,454.27 1.59 0.51 0.51 Load Combination 7 051 Support notation Support 1 Support 2 Far left *V' 1,454.27 469 84 469.84 0.00 2800.00 000 2800 00 0.00 2800.00 0.00 2800.00 0.00 2800.00 0.00 2800,00 000 2800.00 Shear Values V fv F'v 0.00 0.00 0.00 0 23 31.08 280.00 000 000 000 0 23 31 08 280.00 0.00 000 0.00 0.42 57 72 280,00 0.00 0.00 0.00 042 5772 280.00 0 00 0.00 0.00 0 42 57.72 280.00 000 0.00 0.00 0.14 18.65 280.00 0.00 0.00 000 0 14 18.65 280.00 Max•r+"4Dcello: 00Locatioain ,paw .•••. Valuesw4W.a. • . • •• • • 0.525 87325 0.147 0.147 0.245 0.245 0.525 0.525 0.245 0.245 0.245 0 245 0.455 0.455 0.455 0.455 0.245 0.245 0.245 0.245 0.455 0.455 0.455 0 455 0455 0.455 0.147 0.147 0 147 0147 0.245 0.245 0.280 0.280 •••• • . •.•• • • •• •• • • • • . • • • . • •• • •• • • • • • •• •• • • • • • •• • • • • •.•• • • • •. • • • • . • • • •� • • AX WOLFE AA 0002534 AR 0008679 MAX WOLFE ARCHITECT 3300 RICE STREET COCONUT GROVE. FL 33133 Mcoc. St /74441/ 305 216 9641 MAX(4MAXWOLFEARCHRECT.COM ISSUED 4/25/16 5111/16 (REV 1) 6/7/16 (REV 2) 6/19/16 (REV 3) flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 STRUCTURAL CALCULATIONS SHEET 19 Donald Hodgetts, PE 5901 SW 74 th Street #405 South Miami, FL 33143 305-663-8885 fax 305-663-9841 Title Block Line 6 Wood Beata Description Protect Title Shoaf Residence Engineer DWH Protect Descr: Protect ID' 15 2180 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013. ASCE 7-10 Load Combination Set ASCE 7-10 Material Properties Analysis MethoiAllowable Stress Design Fb - Tension Load Combinati4SCE 7.10 Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam is Fully Braced against lateral -torsional buckling Wood Species Mixed Southern Pine Wood Grade Select Structural. 2" - 4" Thick . 8" Beam Bracing • • 040 035? 1!0 041 Fde = cWserslU1enDOCUME-11ENERCA-1115-2180.ec8 ENERCALC INC. 1983-2016, Budd 8 16.6.7. Vert 1641 Licensee : DON HOOGETTS 1750 psi E : Modulus of Elasti 1750 psi Ebend- xx 1800 kst 1600 psi Eminbend - x 580ksi 565 psi 175 psi 1000 psi Density 31.82pcf 2•03 Span +14011 Applied Loads Uniform Load D = 0.0350. L = 0 040 , Tributary Width = 1 0 DESIGN 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 mitered Load Factors wN1 be applied for calculations 0.954 1 Maximum Shear Stress Ratio 2x8 Section used for this span 1,878-00psi fv Actual 1,750 O0psi Fv Allowable +D+L+H 7 000ft Span 0 1 0.456 in 0,000 in 0.856 in 0.000 in Ratio = Ratio • Ratio • Ratio • Maximum Forces & Stresses for Load Combinations Load Combination- a; Ratios Segment Length Span 0 M v co +D+H Length = 14 O ft 1 0.497 0 197 0.90 +0+L+H Length • 14.0 ft 1 0.959 0.381 1.00 +D.Lr+H Length > 14 O ft 1 0 358 0.142 1 25 .D+S+H Length • 14 0 ft 1 0.389 0.154 1 15 +040.7501..7+0, 7 50L+H Length = 14.0 ft 1 0.665 0.264 1.25 +0'+0.750L+0.750$+H Length = 14.0 ft 1 0 723 0.287 1 15 C Ftv 1 000 1 000 1.000 1 000 1 000 t 000 1.000 1 000 1.000 1,000 1.000 C Cr 100 1 00 1 00 1,00 1 00 1 00 1.00 100 1.00 1,00 1 00 1.00 1 00 1 D0 1.00 1,00 100 1.00 100 1,00 1.00 1,00 100 1.00 1,00 1.00 1 00 1 00 1 00 1.00 1.00 1 00 Load Combination Location of maximum on span Span 0 where maximum occurs 368 >=360 0 <360 196>=180 0 <180 1.00 1,00 1.00 100 1.00 1 00 1,00 1.00 1 00 1.00 1 00 100 1.00 1 00 1.00 1 00 100 Moment Values M fb 0.86 783 07 1 84 1,878.00 0.86 783.07 0,86 783 07 1 59 1,454.27 1 59 1,45427 a ()esu n OK 0.381 1 2x8 86.80 psi 175 00 psi +D+L+H 13.438 ft Span 0 1 Shear Values F'b V fv F'v 000 0.00 000 000 1575.00 0 23 31 08 000 0,00 000 1750,00 0.48 88 80 000 0.00 0.00 2187 50 0 23 31 08 0.00 000 000 201250 0 23 31 08 0 00 0.00 0.00 2187.50 0.42 57.72 0.00 000 0,00 2012 50 0 42 57 72 157.50 0.00 175.00 0.00 218.75 0.00 201.25 0.00 218.75 0.00 201.25 Donald Hodgetts, PE 5901 SW 74 th Street *405 South Miami, FL 33143 305-663-8885 fax 305-663-9841 Title Brock Line 6 Project Title Shoaf Residence Engineer DWH Project Descr Project ID:16-2180 Wood Beam tic. t :1W1-06000621 Description Long span Joist Load Combination Max Stress Ratios Segment Length Span* M v Cd CFN Length = 17.250 ft 1 0.699 0.229 1.15 1.000 +0+0.60W+H 1.000 Length = 17.250 ft 1 0.284 0.093 1 60 1,000 + D+0.70E+H 1.000 Length = 17.250 ft 1 0.284 0.093 1.60 1.000 -0+0.750Lr+0.7501+40.450W- 1.000 Length = 17,250 ft 1 0 502 0.164 160 1.000 -0+0.7501+0,7506+0 450W. 1.000 Length = 17.250 ft 1 0,502 0164 1.60 1 000 ▪ 0+0.7501+0, 7506+0,5250E 1.000 Length = 17.250 ft 1 0.502 0.164 1.60 1.000 +0.600+0.60W+0.60H 1.000 Length = 17 250 ft 1 0170 0.056 1.60 1000 +0.600+0.70E+0.60H 1.000 Length = 17.250 ft 1 0170 0.056 160 1.000 Overall Maximum Deflections File • c lUserstUsenDOCUfiE-11ENERCA-1116 2180.eG6 ENERCALC. INC 1983-2016, Build 61687, V Licensee• DON HOOGETTS Moment Values C1 Cr Cm C t CL M b F'b 1,00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 100 1.00 1,00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1,00 1,00 100 100 100 100 100 100 Load Comoinatlon Span Max `- Deft Loca +D+L+H 1 12463 Vertical Reactions Load Combination t .00 1 00 1.00 2.57 1,406.33 2012.50 1.00 1.00 1,00 0.00 1 00 1.00 1.00 1 45 794.93 280000 1.00 1 0 1,00 0,00 1 00 1.00 1.00 1 45 794 93 2800 00 100 1.00 1.00 0.00 1 00 1 00 1.00 2,57 1,406.33 280000 1 00 1.00 1.00 0.00 100 1.00 1.00 257 1,406.33 2800.00 1 00 1.00 1.00 (100 1.00 1.00 1.00 2 57 1.406.33 280000 1.00 1.00 1.00 0.00 1.00 1,00 100 0 87 100 1.00 100 100 100 100 0.87 n Load Combination Support notation Far left is* Support 1.. Support 2 Overall MAXenum Overall MtNtmum +D+H +D+L+H +D+Lr+H +D+S+H +D+0 750Lr+0,750L+H +D40,7501+0,750S41 +0+0.60W+H •D+0.70E+H +D+0.750U+0.7501_ O 450W+H +D+0,7501+0,750S+0 450W+H +D+0.750L+0.7505+0 5250E+H +0.80D+0,60W+0.80H +0.80D+0 70E+0 60H D Only Lr Onty L Onty S Only W Only E Only H Only 0.681 0.681 0,202 0.202 0.336 0.336 0.681 0 681 0.336 0.336 0.336 0.336 0.595 0 595 0.595 0.595 0.336 0.336 0.336 0.336 0.595 0.595 0.595 0.595 0595 0595 0.202 0.202 0 202 0 202 0.336 0.336 0345 0345 Shear Vatues V fv Fv 0.56 46.02 20125 0,00 0.00 000 0.31 26.01 280.00 0.00 0.00 0.00 031 2601 28000 000 0.00 0.00 0.56 46 02 280 00 0.00 0.00 0.00 0 56 46.02 280.00 0.00 0.00 000 056 46.02 280.00 0.00 0.00 0.00 476.96 2800 00 0.19 15.61 280.00 0,00 0.00 0.00 11.20... 476 96 280000 D19 •15.61 2621:: • • ••• •• . • •••• Max "+"13e0 goakon m Spap.' ; • 0.000 • ..•. Values in KPS • ;' • • • ••..._ .,.. »• • • • • • •• •• • •• • • • • . • • • • • • • •. • • • •.•. • . . •. • • • • • + • 1••• • I •4 •• •• .• • •' • .•• • ••• .•• • ••• . • 4.1• • •••• • •••• • I.'5' MAX WOLFE AA 0002534 AR 0008679 MAX WOLFE ARCHITECT 3300 RICE STREET COCONUT GROVE, FL 33133 M taw Stu-matti 305 216 9641 MAX4MAXWOLFEARC RITE CT.COM ISSUED 4/25/16 5/11/16 (REV 1) 6/7/16 (REV 2) 6/19/16 (REV 3) flooring repairs to the Diane & David Shoaf Residence 1516 NE 104 Street Miami Shores, Florida 33138 STRUCTURAL CALCULATIONS FD I.P. SKETCH OF SURVEY � N.E.104th STREET WALL 0.52' CLR. /ASPH PNMT 0 0 CRAWL SPACE 4' CL FENCE 0.3' CLR. CONC. WALK.'.. 75.00' E/P GRASS P/L 0.4'x0.4' PLASTIC POLE W.V. F.H. 6' c` 9.78' 0 1—STORY C.B.S. RESIDENCE No. 1516 40.2' 14.2 N N 4.2 17 POOL 34.10' LACI FD. WALL 0 0 ao P/L 41.4' 0.6' ENC. ON LINE SET – REBAR J U 1— o 4' et. FET10E 0 /5 .01:r 0 0 0 0 J U SET REBAR CANAL f) ff ff » ff ff 1 >f f> 75' III in 192.78' 12 13 14 15 16 17 18 19 O129.70' 20 oo 21 rn 22 ,/1 ff f> ff ff f> ff ff f> 75' .---<'/9 N in N N E. 104th STREET N in 24 0 CO » 14 ), ff °•° - j75'% , / �j/ /�/,75'/ 0O v 16 ff » 17 ff ff 18 » f> 19 ff 1) 4 O20 fi ff 2, ff 75' 22 - - 75' `-� 150.11' 23 180.29' o 5?- LOCATION MAP: SECTION 32 TWP. 52 S. RGE 42 E. SCALE: 1 "=150' A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS FLORIDA CERTIFICATE OF AUTHORIZATION NO. LB -273 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 TEL: (305) 891-7340 EMAIL: artousaint®aol.com GRAPHIC SCALE: 0 10' 20' 40' 60' SCALE: 1 INCH = 20 FEET LEGEND: C.B.S. = CONC = _ C.L. = CLR = ELEC = E/P = ENC = FD. = F.H. = I.P. = LB = MH = P/L = RLS = SWK = W.M. = W.V. = CONCRETE BLOCK STRUCTURE CONCRETE CENTERLINE CHAIN LINK (FENCE) CLEAR ELECTRIC EDGE OF PAVEMENT ENCROACHMENT FOUND FIRE HYDRANT IRON PIPE LAND SURVEYOR BUSINESS MANHOLE PROPERTY LINE REGISTERED LAND SURVEYOR No. SIDEWALK WATER METER WATER VALVE LEGAL DESCRIPTION: .... . . . . .... • LOT 15, BLOCK 4, "RIVER BAY PARK ADDITION", •MCC8RDIN •-f0 • THE PLAT THEREOF, AS RECORDED IN PLAT BOE}K & AT PrAM3E' 72 OF THE PUBLIC RECORDS OF MIAMI–DADE tEttitsloW, FLORIDA. LYING IN THE VILLAGE OF MIAMI SHORES. SURVEYOR'S CERTIFICATION: .... .. . • • . • . • •••• • .. • . . WE HEREBY CERTIFY THAT THIS BOUNDARY AND TOP.0GRAPM • • • .. • • • • • .. . SURVEY IS TRUE AND CORRECT TO THE BEST OF. •... KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLAITED UNDER OUR DIRECTION AND THAT THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF FLORIDA, UNDER RULE 5J-17 FLORIDA ADMINISTRATIVE CODE, CHAPTER 472.027 FLORIDA STATUTES. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. A.R. TOUSSAINT & ASSOCIATES, INC. BY PRES. A BERT R. TOUSSAINT REGISTERED ENGINEER NO. 8939 REGISTERED SURVEYOR AND MAPPER NO. 907 STATE OF FLORIDA FLORIDA CERTIFICATE OF AUTHORIZATION LB -273 •4 •� •. •. • .. • • DATE: MARCH 22, 2016 FB: PG. 564 1-3 1516 N.E. 104th STREET MIAMI SHORES VILLAGE, FLORIDA 33138 MIAMI–DADE COUNTY SEC. 32, TWP. 52 S., RGE. 42 E. • . . • •.•• • .•. • • ... • .•. •• • .••• . ..•• . DRAWING NUMBER 15087 SHEET 1 OF 1 DRAWN BY: WT