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1606 Palmetto Ave 17-1783; INTERIOR REPAIRSV k CITY OF SANFORD G. & FIRE PREVENTION V PERMIT APPLICATION AP cation No• Documented Construction Value: $ Job Address: b 0 D L TU 5dn 6k Historic District: Yes No Parcel ID: 3 3Q- JO-7-0&)0" W I Q Residential El Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Q11 Description of Work: lievi AC% WD%44, raela c , 5to15, (epa!r 5 U(I U , ff0JY Plan Review Contact Person: I C'aer_. -lay'C a an Titl Phone: Email: N uC gu houses Pmo i 1. CID n^, Property Owner Information Name ENC PrQXA APhone: 7M aa7 3NS Street: V C Resident of property? : Q6 City, State Zip: Sal Pr U , R 32%%1 Fax: I Contractor Information Name L/ o 't!-i.+z iD!'r ,c o f +nn Phone: 25Z -:3 Street: - 711 C _P,C y l Fax: ib7i C qa-- City, State Zip: tk) ,i&g paAt 1 t'l . State License No.: e—'G e Ode a Architect/ Engineer Information Name: 54ffie 0 AUOL Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 standards of all laws regulating construction in Phis jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 W --, C5 (038 Permit Application W.. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county,'and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature o weer/Agent Date amm Print O er/Agent's N e u c Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID t /- -- (p 11--, 1 r-, Signature of Contractor/Agent hate tr-l., Print Contractor/Agent's Namq ' /'1 3- /?— Signature ofN ary-S&&WX HURELBRIkW V1IEW NOTARY PUBLIC STATE OF FLORIDA Comm# FF138804 Expires 7/2/2018 Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [A Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: G-21-1-7 UTILITIES: ENGINEERING: COMMENTS: FIRE: 06, for i Fire Alarm Permit: Yes No WASTE WATER: BUILDING: n Revised: June 30, 2015 Permit Application r-' LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: an agent of: Name to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The specific permit and application for work located at: t In D Lo A Imo• , 5aao r-,k Fz--- Street Address) Expiration Date for This Limited Power of Attorney: a, r 1 " License Holder Name: H e-r- o U,,,, State License Number: GG C, 0 a - Signature of License Holder: STATE OF FLORIDA COUNTY OF 0M The foregoing instrument was acknowledged before me this t q day of )yti-e— , 2001 -7 , by •144rt L-, ,r who is personally known to me or igVvho has produced Or pJers as identification and who did (did not) take an oath. D000LAS 4 IURELBRINK Signature NOTARY PUBLIC TATE OF FLORIDA FF13OW uo c (a e Expires 7/2/2018 Print name Notary Public - State of tv 1 Commission No. FF / 3 98o'l My Commission Expires: ? -a o2o b Rev. 3/27/07) CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 Application Number: 17-1783 Project Description: Residential Alterations Job Address: 1606 Palmetto Ave PLAN REVIEW COMMENTS Date: 06/29/2017 Contact Name: Tracey Flanagan Contact Email:yuckvhouses(i ,gmailxom This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. The Plans only address repairing the stucco and exterior walls. The permit application lists new a/c, new plumbing, new back door and add bathroom. More information is required to be submitted for review: Is ductwork involved with the new a/c? If so, two (2) copies of an HVAC duct layout are required to be submitted for review Florida Product Approval and corresponding manufacturer installation instructions are required for the new exterior back door The plans are required to show the location of the new bathroom and the required electrical provision for a bathroom (receptacle, lighting, switches). Also verify if the new bathroom is exhausted to meet code either exhaust duct through the roof or an operable window) Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetinks with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner I- REQUIRED INSPECTION SEQUENCE 17 BP# n7, RULDING PERMIT Min Max Iffis ecti®ffi Descri tionn Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: /k,K ELECT.RICAt 1PERM-'lT Minn Max Inspection Desert hi®an Electric Underground Footer / Slab Steel Bond Electric Rough T.U-.G. Pre -Power Final Electric Final M•ECHANI:CAL't PERMsI7 Mina Maxi Inspection Description Mechanical Rough T-in Mechanical Final Mina I Max I Innsvectionn Des Gas Unde Gas Roug Gas Final REVISED: June 2014 SCPA Parcel View: 36-19-30-507-0000-0010 Page 1 of 2 J*MW'cM 6EM 011 car:ty. r arata Panel Information PropertV Record Card Parcel: 36-19-30-507-0000-0010 Owner. BNC PROPERTY GROUP LLC Property Address: 1606 PALMETTO AVE SANFORD, FL 32771 Value Summary Parcel 36-19-30-50740000-0010 Owner BNC PROPERTY GROUP LLC Property Address 1606 PALMETTO AVE SANFORD, FL 32771 Mailing 8165 NARROW LEAF PT SANFORD, FL 32771 Subdivision Name BAUMELS PLAT Tax District Si-SANFORD 01 SINGLE FAMILYDORUseCode Exemptions Legal Description LOT 1 BAUMELS PLAT PB 3 PG 38 Taxes Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Sales Description WARRANTY DEED WARRANTY DEED QUIT CLAIM DEED WARRANTY DEED Find Comparable Sales Land Date 5/1/2017 911 /2016 10/ 1 /2005 10/1/1978 Assessment Value 08914 08777 05974 01194 Page 1598 0438 0024 1751 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $36,622 48,691 Depreciated EXFT Value $600 600 Land Value (Market) $10,175 8,510 Land Value Ag JustlMarket Value '" $47,397 57,801 Portability Adj — — — — — Save Our Homes Adj $0 0 r— Amendment 1 Adj $0 5,705 P&G Adj $0 0 Assessed Value $47,397 52,096 Tax Amount without SOH: $1,087.00 2016 Tax Bill Amount $1,087.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Exempt Values Taxable Value 47,397 0 47,397 47,397 0 47.397 47,397 0 47.397 47,397 0 47,397 47,397 0 47,397 AmoT— unt Qualified Vac/Imp 62,000 Yes Improved 37,500 No Improved 100 No Improved 14.000 No Improved Method Frontage I Depth Units Units Price Land Value FRONT FOOT & DEPTH 37.00 117.00 1 $275.00 10,175 Building Information Is Bed/Bath count incorrect? Click Here. Description Year Built Fixtures Bed I Bath Base Area Total SF Living SF Ext Well Adj Value Repl Value AppendagesActual/Effective 1 193011950 3 3 1_0 1.2441 1,808I 1,244 $36.622 $75,123 Description I Area http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=36193050700000010 6/14/2017 Detail by Entity Name Page 1 of 2 Florida Department of State 6 . Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company BNC PROPERTY GROUP, LLC Filing Information Document Number L11000054084 FEI/EIN Number 80-0744113 Date Filed 05/06/2011 State FL Status ACTIVE Principal Address 8165 NARROW LEAF POINT SANFORD, FL 32771 Mailing Address 8165 NARROW LEAF POINT SANFORD, FL 32771 Registered Agent Name & Address FLANAGAN, SEAN 8165 NARROW LEAF POINT SANFORD, FL 32771 Authorized Person(s) Detail Name & Address Title MGR FLANAGAN, SEAN 8165 NARROW LEAF POINT SANFORD, FL 32771 Title MGRM FLANAGAN,TRACEY 8165 NARROW LEAF POINT SANFORD, FL 32771 Annual Reports Report Year Filed Date 2015 03/31 /2015 2016 03/28/2016 2017 04/05/2017 DIVISION OF CORPORATIONS http://search. sunbiz.orglInquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 6/ 14/2017 RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL !SSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE GENERAL: 1. OWNER/BUILDER/CONTRACTOR TO VERIFY ALL DETAILS AND DIMENSIONS PRIOR TO CONSTRUCTION.\ 2. PROVIDE (1) NO. 5 ELECTRICAL GROUND TO FOUNDATION STEEL. 3. ALL WORK SHALL CONFORM TO 2014 FLORIDA BUILDING CODE AND ALL APPLICABLE LOCAL ORDINANCES. 4. OWNER/BUILDER/CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ANCHORS, EMBEDS AND SUPPORTS OR ANY OTHER ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. SITE PREPARATION: 1. ALL ORGANIC AND REFUSE MATERIALS AND/OR SOFT AREAS SHALL BE REMOVED AND SOIL PREPARED TO AN ALLOWABLE BEARING PRESSURE OF 2000 PSF. 2. ANY CONDITIONS WHICH COULD PREVENT THE ATTAINMENT OF 2000 PSF SHALL BE NOTED TO THE ARCHITECT AND/OR ENGINEER IMMEDIATELY. SLABS ON GRADE: 1. ALL FLOOR SLABS SHALL BE PLACED UPON A 4" THICK SAND LAYER FOR FINE GRADING. 2. 0.006 MIL POLY VAPOR BARRIER SHALL BE PLACED OVER BORA-CARE TERMITE PROTECTION. FILL PRIOR TO FOOTING OR SLAB POURS. CONCRETE AND REINFORCING: 1. ALL CONCRETE WORK SHALL CONFORM TO ACI STANDARD BUILDING CODES FOR REINFORCED CONCRETE (ACI 318-02). 2. ALL CONCRETE SHALL HAVE A MINIMUM Fc=3000 PSI AT 28 DAYS, INCLUDING SLABS, FILLED CELLS AND LINTELS. 3. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 4. REBAR SHALL CONFORM TO ASTM A-615 GRADE 60, AND 25" MINIMUM LAP AT ALL JOINS, SLABS WITH FIBER MESH OR WELDED FIRE FABRIC SHALL CONFORM TO ASTM A-185. 5. VERTICAL REBAR WALL REINFORCING SHALL BE STANDARD HOOK WITH A PROJECTION OF 25" MINIMUM ABOVE SLAB AND A 7" MINUSUM EMBEDMENT. 6. ALL STANDARD REINFORCING STEEL 90 HOOKS SHALL EXTEND AT LEAST (12)BAR DIAMETERS BEYOND THE BEND. 7. ALL VERTICAL REINFORCEMENT SHALL TIE INTO FOUNDATION STEEL BY MEANS OF (1) NO. 5 REBAR WITH STANDARD HOOK AND TOE INTO CONTINUOUS BOND BY MEANS OF (1) STANDARD HOOK 25" LAP MINIMUM). 8. CONVERAGE FOR REINFORCEMENTS SHALL BE AS FOLLOWS: FOOTING 3" MIN, SLABS ON GRADE I-12" FROM TOP, LINTELS AND BOND BEAMS 1-1/2" FROM TOP (ON STIRRUPS) 4w&-o ie?j Lr,-r of A-R-C r2t.PA,2 g-7-%0ccc Pre PL--•J c. (No 5uc--rLjomt) RLPLACc IL7-NR IiOJ" RESIDENTIAL MODIFICATION FOR 1606 PALMETTO AVE SANFORD, FL 32771 PARCEL ID # 36-19-30-507-0000-0010 MASONRY: 1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODES FOR CONCRETE STRUCTURES (ACI 531-99). 2. CONCRETE BLOCKS SHALL CONFORM TO ASTM C 90 28 DAY STRENGTH EQUAL TO 2000 PSI, FM=1500 PSI LAID IN RUNNING BOND. 3. ANY LENGTHS OF WALL THAT ARE NO LESS THAN HALF THE PLATE HEIGHT AND NOT CONTAINING OPENINGS GREATER THAN 144 SQUARE INCHES TOTAL, WITH CONT. BOND BEAM SHALL BE CONSIDERED TO BE SHEAR WALL SEGMENTS. 4. MORTAR SHALL BE TYPE "S" OR "M". 5. WHERE SHOWN, VERTICAL CELLS SHALL BE POURED SOLID WITH GROUT AT MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS, GROUT SLUMPS NOT LESS THAN 8" AND REINFORCED WITH MINIMUM NO. 5 REBAR AND 25" MINIMUM OVERLAP. 6. GROUT FOR FILLED CELLS SHALL BE POURED OR PUMPED IN LIFTS NOT TO EXCEED TEN (10) FEET IN HEIGHT, AND SHALL BE CONSOLIDATED AT TIME OF POURING BY RODDING OR VIBRATING. 7. PROVIDE KNOCKOUT IN CMU AT BASE OF EACH FILLED CELL FOR VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION. STRUCTURAL LUMBER: L SEE TRUSS TABLE FOR ANCHORAGE. 2. GRAVITY LOADS WHERE TAKEN INTO ACCOUNT DURING THE PROCESS OF THIS STRUCTURE. 3. ALL STRUCTURAL AND LOAD BEARING LUMBER SHALL HAVE A MINIMUM Fb=1200 PSI. 4. ANY WALLS GREATER THAN 9 FEET HIGH SHALL HAVE NO LESS THAN ONE INTERMEDIATE BRIDGING SPACED NO MORE THAN 72" APART. 5. ALL LOAD BEARING WALLS SHALL HAVE DOUBLE SYP# TOP PLATES. SOUL PLATES ON MASONRY SHALL BE SALT SOLUTION PRESSURE TREATED. STRUCTURAL STEEL: L STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS LATEST EDITION. 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM-36. SANFORD P1AfE` 783 TYPICAL CONSTRUCITON NOTES INTERIOR GENERAL NOTES: 1. DOMESTIC CLOTHES DRYER DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH WITH JOINTS RUNNING THE DIRECTION OF THE AIRFLOW. THE MAXIMUM LENGTH SHALL NOT EXCEED 25 FEET 7620 MM) FROM THE DRYER LOCATION TO THE DISCHARGE TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 30" (762 MM) FOR EACH 45 (0.79 RAD) BEND AND 5 FEET I524 NM FOR EACH 90 (1.6 RAD) BEND. THE EXHAUST DUCT SHALL BE A MINIMUM SIZE OF 4" (102 NM IN DIAMETER. THE ENTIRE EXHAUST SYSTEM SHALL BE SUPPORTED AND SECURED IN PLACE. FLEXIBLE DUCT CONNECTORS USED IN CONNECTIONS WITH DOMESTIC DRYER SHALL BE METALLIC, NOT MORE THAN 6 FEET (1829 MM) IN LENGTH AND AN APPROVED TYPE. FLEXIBLE DUCT CONNECTORS SHALL NOT BE CONCEALED WITH IN CONSTRUCTION. 2. ALL WATER CLOSETS TO BE 1.6 GALLON MAXIMUM. 3. ALL SLIDING GLASS DOORS TO BE TEMPERED. ALL GLASS WITHIN 24" OF A DOOR SHALL BE TEMPERED. ALL GLASS IN WET AREAS SUCH AS BATHROOMS AND KITCHENS SHALL BE TEMPERED. 4. UNLESS OTHERWISE NOTED, ANGLED WALLS ARE 45. S. ALL MEDICINE CABINETS ARE RECESSED AND BOTTOMS ARE SET AT 54" AFF. SIZE: 14" X 18" UNLESS NOTED OTHERWISE. 6. CONSIDER ALL APPLIANCES ELECTRIC UNLESS NOTED. 7. 50 GALLON WATER HEATER UNLESS NOTED. 8. ALL CEILINGS INCLUDING GARAGE AND PORCHES TO BE 12" GYP. 9. ALL CEILING HEIGHTS ARE FROM FINISHED FLOOR 0'-0" AFF. PREFABRICATED WOOD TRUSSES 1. WOOD ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SIGNED AND SEALED TRUSS CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS SHALL QNCLUDE CRITICAL DIMENSIONS FOR DETERMINING FIT AND PLACEMENT. DESIGN LOADING CRITERIA IS SHOWN IN THE GENERAL NOTES ON THIS DRAWING. 2. ALL TRUSSES AND OTHER ROOF STRUCTURAL COMPONENTS SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY OF A PERMANENT NATURE. ALL TRUSSES SHALL BE FABRICATED UNDER STRICT RULES OF THE TRUSS PLATE INSTITUTE (TPn. 3. TRUSSES SHALL BE HANDLED WITH CARE SO THEY ARE NOT DAMAGED. HORIZONTAL BENDING SHALL BE KEPT TO A MINIMUM DURING ERECTION. 4. INSTALL ERECTION BRACING TO HOLD THE TRUSSES TRUE AND PLUMB DURING CONSTRUCTION. 5. TRUSS FRAMING HARDWARE NOT SHOWN ON THE DRAWINGS SHALL BE DESIGNED BY THE TRUSS ENGINEER ALTERNATE CONNECTORS TO THOSE SHOWN ON THE DRAWINGS MAY BE SUBMITTED FOR APPROVAL. 6. TRUSSES SHALL BE FABRICATED FROM THE FOLLOWING MATERIALS: e. CORDS SHALL BE A MINIMUM SIZE OF 2X4 AND SHALL BE #2 SOUTHERN YELLOW PINE OR BETTER- b. WEBS AND BRACING SHALL BE A bINENUM SIZE OF 2X4 AND SHALL BE 43 SOUTHERN YELLOW PINE OR BETTER. c. TRUSS PLATES SHALL BE 20 GAGE MINIMUM WITH A MINIMUM YIELD OF 33,000 PSI AND SHALL BE G60, COMMERCIAL CLASS HOT DIPPED GALVANIZED BEFORE STAMPING. 7. MAXIMUM ALLOWABLE TRUSS DEFLECTION DUE TO THE SUPERIMPOSED LIVE AND DEAD LOADS SHOWN IN THE GENERAL NOTES OF THE CONSTRUCTION DOCUMENTS, INCLUDING SELF WEIGHT OF THE TRUSS, SHALL BE AS FOLLOWS: a. ATTACHED TO PLASTER = L/360 b. ELSEWHERE =L240 DISCLARvfER: PLANS, NOTES, SPECIFICATIONS, DETAILS AND ALL OTHER INFORMATION DEPICTED ON THIS SHEET AND ALL ATTACHED SHEETS HAS BEEN PREPARED TO MEET FBC STANDARDS LATEST EDITION. IT IS THE RESPONSBI,TFY OF THE OWNER/BUILDER/CONTRACTOR TO VERIFY LOCAL, COUNTY AND STATE CODE ENFORCEMENT AGENCIES, COMPLIANCE WITH BUILDING CODES AND ORDINANCES FOR CONSTRUCTION. ANY CHANGES MADE TO THE PLANS AFTER APPROVAL BY GOVERNING AREA MUST BE DONE SO WITH THE CONSENT OF THE ENGINEER. ANY CHANGES MADE WITHOUT CONSENT WILL FORFEIT THE ENGINEER FROM ANY LEGAL CONTINGENCIES WHICH MAY RESULT FROM CHANGES. SHEETINDEX COVERSHEET CS FLOOR PLAN At BUILDING CODE CRITERIA BUILDING CODE: FLORIDA RESIDENTIAL CODE 2014, STH EDITION ELECTRICAL CODE: NATIONAL ELECTRICAL CODE 2011 PLUMBING CODE: FLORIDA RESIDENTIAL CODE 2014 MECHANICAL CODE: FLORIDA RESIDENTIAL CODE 2014 LOCAL ENVIRONMENTAL REGULATION: ACI-318-08 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE AISC CODE OF STANDARD PRACTICE: MANUAL OF STEEL CONSTRUCTION, 9 TH EDITION S-3( SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STEEL FOR BUILDINGS INCLUDING SUPPLEMENTS SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A-325 BOLTS STRUCTURAL WELDING CODE AWS DLI AISI SPECIFICATIONS FOR DESIGN OF LIGHT GAUGE COLD FORMED ASHRA E FOR MECHANICAL WORK OTHER STANDARDS LISTED IN THERE RESPECTIVE SECTION IN SPECIFICATIONS. ENGINEER'S NOTES DESIGN CRITERIA 2014 FLORIDA BUILDING CODE 5TH EDITION USING ASCE 7-10 1. DESIGNED FOR WIND SPEEDS OF Vult 140 MPH 2. CONTRACTOR SHALL SELECT TRUSS FASTENERS AND OTHER CONNECTORS BASED UPON THE TRUSS COMPANY'S ENGINEERED REACTIONS. 3. ASSUMED SOIL BEARING CAPACITY = 2 KSF 4. LIVE LOADS USED=20 PSF, DEAD LOADS ROOF=10 PSF ALL OTHER DEAD LOADS= ACTUAL WT. OF MATERIALS. S. WIND IMPORTANCE FACTOR= 1.0. 6. BUILDING CATEGORY - "ENCLOSED" 7. WIND EXPOSURE ="C" 8. TOTALLY ENCLOSED INTERNAL PRESSURE COEFFICIENT = 0.18. 9. V-B, UNPROTECTED, UNSPRINKLERED 10. COMPONENTS AND CLADDING PRESSURES, BASED ON THE ABOVE LOADING CONDITIONS, ARE SHOWN IN THE FOLLOWING TABLE R301.2(2), OF THE 2010 FLORIDA BUILDING CODE AND ASCE 7-05. WINDOW DOOR ZONE EFFECTIVEWINDAREA BASIC WIND SPEED VuIt ft') 140 MPH A 4 4 10.0 35.3 38.2 B 4 4 20.0 33.7 36.7 C 4 4 50.0 31.6 34.6 D 4 4 100.0 30.0 33.0 E 4 4 500.0 26.3 29.3 oiE F 5 5 10.0 35.3 47.2 O,EI G 5 5 20.0 33.7 44.0 H 5 5 50.0 31.6 39.8 a8 I 5 5 100.0 30.0 36.7 J 5 5 500.0 26.3 29.3 SCOPE OF WORK: REPAIR AND REPLACE EXISTING SIDING WHERE INDICTED. EL D O W IL O w Z U Z co w w I vNNJ LJ LuLu O U W Q N O m W LL QO I.L CO Z CD w 0O z m U) DATE 06 /17 PROJECT NO. 16800-17-100 SHEET NUMBER CS Is E z J 0O a 2x lb" O.G.— HEADER 2 2A2 W/ 1/2" GDX FLITGH HEADER 5TUD5 FULL LEN6TH WALL STUDS NO GONNEGTOR5 ROD O GRIPPLE 5TUD5, TYP. SIMPSON 5PH4 W/ (b) IOdxl-1/2'QKALL5TUD1,4 HEADER 51MP50N L5TA24 W/ (18)-10d NAILS EXISTING HEADER TO O BOTTOM OF REMAIN HEADER DOUBLE TOP PLATE 1/Ib" 055 OR GDX PLYWD 7. 5HEATHIN6 NAILED W/ J IOd &ALV. O 3" O.G. EDOE5 4 12' O.G. FIELD WHEN ATTAGHIN6 TO GMU: 2x4 P.T. HALL STUD H/ (4) 5/8' DIA. ANCHOR BOLTS OR EXPANSION LL BOLTS TO GMU WHEN ATTAGHIN6 TO FRAME: U 2x P.T. WALL STUD W/ (4) 5/8" x 5" LAO BOLTS TO EXT. FRAME WHEN ATTAGHINO TO GMU: 5/8" PIA. x 4' ANCHOR BOLTS OR EXPANSION BOLTS, EMBED T' MIN. INTO FOUNDATION W/ 3" x 3"x 1/8" HA5HER5, IMP50N 5P4 W/ (6) IOd x 1-1/2" NAILS O BOTTOM OF WALL 4 2x P.T. BOTTOM PLATE LOCATED WITHIN 6' OF EA END 4 24' O. G. MAX EL5EHHERE. HEADER STUDS HHEN ATTAGHIN& TO FRAME: 2x P.T. BOTTOM PLATE H/ 5/8" x 9' LA6 BOLTS O 24" O.G. W/ 5P4 O 16" O. G., O EVERY STUD BEARING WALL DETAIL N. T.S. EXISTING CEILING 1/ 2" X 10" PLYWOOD 2' x 12' 2' x 12" 16d COMMON O 16' O.C. O TOP h BOTTOM EDGE REF. TABLE 2306.1 SBCCI) 1/ 2' x 12' PLYWOOD TYPICAL HEADER DETAIL N. T.S WINDOW FRAME yn WINDOW SILLS, STYLE BY OWNER/BUILDER--(7'_7i APPLY NEW WIRE LATH TO EXISTING WALLS WITH NON -CORROSIVE SCREWS 4" O.C. ON ALL SIDES AND 6" O.C. 1= IN THE FIELD WITH STANDARD OVERLAP. I_ PROVIDE WEEP SCREEN AT BASE LAYER 1:— METAL OR PLASTIC EXPANSION JOINT — LAYER 2: ___q„ ',( e•. STUCCOFINISHTOBE718' NOMINAL THICKNESS OVER MASONRY CONSTRUCTION 4 4 T` Y 6ELON:"4 4-.4`4MASOR' R e • e a de44a44o s a 4 STUCCO FLASHING DETAIL NOT TO SCALE 2x 16" 51MP50N 5PH4 H/ (b) I0dxl- I/2" o WALL STUDS 4 HEADER SIMPSON 5P4 H/ (b) \-2x P.T. IOd x I-I/2" NAILS O BOTTOM BOTTOM OF HALL 4 PLATE HEADER 5TUD5 BEARING WALL DETAIL N. T.S. APPLY NEW WIRE LATH TO EXISTING WALLS WITH NON -CORROSIVE SCREWS 4" O.C. ON ALL SIDES AND 6' O.C. IN THE FIELD WITH STANDARD OVERLAP. PROVIDE WEEP SCREEN AT BASE APPLY NEW WIRE LATH TO EXISTING WALLS WITH NON -CORROSIVE SCREWS 4" O.C. ON ALL SIDES AND 6" O.0 IN THE FIELD WITH STANDARD OVERLAP. PROVIDE WEEP SCREEN AT BASE NOTES I. TR1155E!i IAET W f1Pr E aF s LATaIAI LOAos To BEARINS 5• } ZONE CHARTRooF z TF4 5rM. &Ftpe 'AND BEAri TE DLNG To rpm BE S1 FM TRIGS MAR.PALT 'S URJPT CAIGI. LATiQI..s. ANY am9v N5 AS To TIE O O 0 512E TYPE oR VALUE C A NAL. 5T OR z BY T TURA. Bl511EEIt® n 5. sT.b RE /i 1 w2W_A TO 2IEADER5ND5 (EA NC 5IMO BNcADER ?EA U SIDE! 5'O' TO D'b• 6'- RIOBB OI fTWSWA4HEADERSTldSWA51GE) 170 TO ID'O 2 IEMER 5n RBO. (UR.IL LHlBTH 5TA 5 HEAD 5T R (y R L8L4TH 5T 4 5T II'm (i) RULENGTH L 5TUD5IEADB! O rJ O 4. BEA~ WA _ "U" PATiEf01 L R_ T, 1 OD M Oea.• O O O O 12. ed NALSOL. E EDGE E- OdNALS • e' OL. erPs r4 e. Ur GYgIM BD CEILING - 3G NAILS • T OL. RfiD - 5a NNLS • IP OL. EDGE - SE NAL$ • T OL. MAY BE US® T. 5B1C02xJ51lNA1_5, E LW I x ' 0 . WaM k: AT IN LIEUDEGOHAOHNNLS. NNLID • 5' OL. mGG 4 AT 10' OL. RELD. NEW STUCCO ON EXISTING 5. ROOF NNL tl PAT113M PL LR 05D D. Al NfBtIOR lDM BEARING NN15 TO BE 2x4 •2 5PF • 24' OL. MAX UP BUILDING Ot : DEI-Dd RNGS Ae NALS•b'OL, I RDro BeA wW A6 W4 HT TO BE 2x4n 5PF•w 1) W E 2 - ed RING " W!C HALS • e• oL. OL. M Uax O SL1E 5 - D4 R1NB SHAK RALS • 4' OL. Q TR 15 THEA— INS ODITNXITo5REDR@®EI•RHS LIB NAIL PATTERNS 1 ILIITC Ac, WnDV LEGEND EXISTING EXTERNAL WALLS EXISTNG INTERNAL WALLS PROPOSED WALLS \ \ \ EXISTING INTERNAL WALLS AND DOORS TO BE REMOVED w z 0SQ Of Ofw O Q ti CM LL CL p < LL d ( DO Q w V [n of Z z co WDATE06/ 17 PROJECT NO. 16800-17- 100 SHEET NUMBER Al Florida Building Code Online Page 1 of 3 e Fiondd Deparmert BCIS Home 1 Log In I User Registration Hot Topics Submit Surcharge ( Stats & Facts ( Publications j FBC Staff j BCIS Site Map Links Search Busines I Product ApprovalProfessial + USER: Public User Regulation # L'i'iifiiiilYLi{W II'Ei'if':'iIWf1Y Product Approval Menu > Product or Application Search > Application List > Application Detail n FL # FL4940-R7 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Masonite International 1955 Powis Road West Chicago, IL 60185 615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com 17- 1783 J\SING SANFORD oFpaR,` Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Method 1 Option A 06/01/2015 Year 1994 1994 1994 https: //www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtLTLg V RkEjB £.. 6/8/2015 Florida Building Code Online Page 2 of 3 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 Summary of Products FL # Model, Number IDescription 4940.1 Metal -edge Steel Side -Hinged 6'-8" Opaque I/S and O/S Single Door Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R7 C CAC NI006115.01.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4940 R7 II FL0132.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute determined by ASCE 7, do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 6'-8" max nominal size. Max DP Evaluation Reports 76.0. When large missile impact resistance is FL4940 R7 AE 504B.pdf required, hurricane protective system is NOT required. Created by Independent Third Party: Yes See installation drawing DWG-MA-FLO132-05 for additional information. 4940.2 Metal -edge Steel Side -Hinged 6' 8" Opaque I/S and O/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R7 C CAC NI006115.01.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4940 R7 II FL0132.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute determined by ASCE 7, do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. Max DP Evaluation Reports 55.0. When large missile impact resistance is FL4940 R7 AE 502B.pdf required, hurricane protective system is NOT required on Created by Independent Third Party: Yes opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0132-05. 4940.3 Metal -edge Steel Side -Hinged 8'-0" Opaque I/S and O/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R7 C CAC NI006115.02.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +48.3/-48.3 Installation Instructions Other: Evaluated for use in locations adhering to the FL4940 R7 II FL0133.1)df Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute determined by ASCE 7, do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. Max DP Evaluation Reports 48.3. When large missile impact resistance is FL4940 R7 AE 501B.pdf required, hurricane protective system is NOT required on Created by Independent Third Party: Yes opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL0133-05. 4940.4 Metal -edge Steel Side -Hinged 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R7 C CAC NI006115.03.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date . Impact Resistant: No 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4940 R7 II FL0134.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute determined by ASCE 7, do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. Max DP Evaluation Reports 50.5. When large missile impact resistance is FL4940 R7 AE 502B.pdf required, hurricane protective system is required. See Created by Independent Third Party: Yes installation drawing DWG-MA-FLO134-05 for additional information. 11 4940.5 Metal -edge Steel Side -Hinged 8'-0" Glazed I/S and O/S Door Door Units Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FL4940 R7 C CAC NI006115.04.pdf Approved for use outside HVHZ: Yes lQuality, Assurance Contract Expiration Date https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjB ... 6/8/2015 Florida Building Code Online Page 3 of 3 Impact Resistant: No Design Pressure: +43.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, do not exceed the design pressures listed. 6'-0" x 8'-0" max nominal size. Max DP 43.0 / -45.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO135-05 for additional information. 12/31/2020 Installation Instructions FL4940 R7 II FL0135.pdf Verified By: National Accreditation & Management nstitute Created by Independent Third Party: Evaluation Reports FL4940 R7 AE 501B.pdf Created by Independent Third Party: Yes Back Nexk Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: eOhecY. "?a3 cre ItS ArFE https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjB ... 6/8/2015 149" MAX. OVERALL FRAME WIDTH 9 Cr,:1• 2 fe ' 21 " MAX 36.3751. MAX. SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT - D.L.O. - PANEL WIDTH 37.5" MAX. 6'-8"DOUBLE DOOR WITH / WITHOUT SIDELITES IN/ASTRAGAL ~ FRAME WIDTH GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. ^ o DOES NOT EXCEED THE DESIGN PRESSURES LISTED. v' a 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON X OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. IN. THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN = E eo_ ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTME84. a 5. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP AM D1929 740 T > 650 7RATEOFBURNINGASSTTMD6350.77 IN/ SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH* ASTM D638 7.50% DIFF UUMPAKAIIVt ItNV ILL JIRCIVu r1 AFTER iiiEA HEniN 4500 HOURS XENON ARC METHOD 1 0 00 00:uo ou un il SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE WITH SIDELITE DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT W/SIDELITES Addendum to NAM] Cmikatim No.: T11 r o, [, Ito Reviewed By: Date Review : 7 •, i. DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG I MAX WIDTH INSWING OUTSWING INSWING I OUTSWING X 37.5 76.0 -76.0 1 76.0 -76.0 19.0 -19.0 55.0 -55.055.0XX7455.0 -55.0 0 -19.0 0+57 55.0 or XO 555.0 -55.0 5.. 0 -550 19-19.0 55.0 -55.0 1 5. 5.0 -55.0 19.0 -19. 0 55.0 -55.0+50OXO OXXO 4OX55.01 4r KURT BALTHAZOR FLORIDA P.E. 56533 W LS7 = Lc) U O ? F- C/) cf) S Lil Ial DATE: 7/ 1 1 /05 SCALE: N.T.S. DWC. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FL0128 SHEET I DF 3 3' —1 1- SEE DETAIL Cl 3" — 6' SEE DETAIL _ 3., 3 ,.E" I— I— 3• ¢ 3 C I II II T76 7 II I 3'" J B A 6 3— I 6 6' I I I 3 J 3' SEE DETAIL E„ 3.. 6" a 0 E a G 6" EE DETAIL C" 6" ASTRAGAL RETAINER BOLT HOLE 10 x 2" #8 x 2-1/2" MUST BE DRILLED THROUGH 8 x 2_7/2" THE THRESHOLD & INTO THE 10 x 5/8" ® ® STRUCTURE DEEP ENOUGH 8 x 2-1/2" #10 x 1' FOR A 1.375" THROW O # 10 x 5/8" # 10 x 3/4" DETAIL "F" ASTRAGAL 10 x 2" DETAIL "E" ASTRAGAL G (1/8" TEMP. GLASS) FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/ OPTIONAL DECORATIVE INSERT ALUM, STEEL OR BUTYL SPACER DETAIL "D" STRIKE PLATE TO FRAME 1/2" BITE DETAIL "C" AS SHOWN. #6 x 1-1/2" PHS TYPICAL AddendantoNAMI ;. t... 0.962" Ceaffolion No.: nl t ao G I ! a 1.375„ ` Date Rorie , / DOW 995 ;' t ti•,. T T INS INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL a Ln cc o - v p Q CO Q J Q (n oz LuLn z LOU w SCALE: N. T. S. Dwc. BY: SINS CHN. BY: n SEE DETAIL C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM "EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 6" 3. 3" o N owU a SEE DETAIL N "D" SHT. 2 a0a w0 n a G 3" -) I II I II6" 6" II I I II II 1 II HARnWARF SC'HFnlll F 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES if'S 1.50" MIN 0.25" HIMCL -- TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.2s" nt. MIN 0.25MAXSHIM CL TYPICAL MASONRY ANCHOR INSTALLATION Ad Vom to No CerIkafbn W.: N r na Z y Reviewed By Date Review a L-n cr Do U O Q Q Q ( n Q 0 O z Q_v DATE: 7111105 SCALE: N.T.S. DWG. BY: SWS CHK. BY: OF 3 Ram, Pro . ;der I f 3tidrt Pbone- Rtslideot of Pro IM0 Contractor Information 3 I Fax: UGCQst No.,: Architmt[Engincer Information, ph x Fax: doe. u . Bo = Co - Z G L dry:. NAB C TO O ANM ti`.OM PARAW TO kGCOPP A V0-UCG v Gj 11 Cap 1 l La,_,torvo U0PAG" TixICT, To YOU PF" 42"i°''. A tl Air TJ I ON € I , 'to '1) 1 .' EIVOI FIRST ' SEI lie ' :. » 0. i• > • / i AA •»a•.... ,,, Wit,.,. F' . w gm-•, ...% +:'+ ..i.? y. r..` L'YG G C Zvi " L ftj `.a.k k th 'f CARA r tit C " fth-TVCt, ar €n5044 S , eiI fits f k•' tP {().' q,.( m"".4"F 1,. E` BELOW IS OR OFFICE 0Nate` I1 uI d ii Colugmta myygxy '._. x w+vwex;,e .. a KiP!§pHelrvMe .... S.F a..REY;.• d<,. v ,..mi M: a. q,,y vcyLoad: # RiaO Stoi im Electric,- 9-of Amps 0, of Kuu,rvs, i_ Fire Atam P M O'`Alj.S: ZONING— UMMES: IV, ASTE., C'OiF. CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 17 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX:407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-2706 Date: 10/25/2016 Project Description: Residential Alteration Contact Name: Ted Riley Job Address: 1606 Palmetto Ave Contact Email: trileV07(J&yahoo.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: The permit submittal is insufficient and doesn't contain enough information detailing the proposed work on the home. It is required to reference the attached Submittal Guidelines and provide all applicable information for review** 1. A floor plan detailing all areas of work is required. FBC 107 2. The location and size of each window must be shown on a floor plan. FBC 107 3. A detailed scope of work listing the specific areas of permitted work must be provided for clarification FBC 107 4. Need to address all areas of "repair" as to the extent of the repair, such as on the roof. FBC 107 No Review Conducted** Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner WE REQUIRED INSPECTION SEQUENCE 1$iP#k i/ -) 7Pi l— Address: /A& 6 S.. Poqr BUfLWNG PElZMI Q Min Max Ins ection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell p Sheathing — Walls Sheathing — Roof Roof Dry In Frame 0;1p Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock 11O Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELECTRICAL PERMIT' Min Max Ins ection Descrij2tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Marx Inspection Descrij2tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Man I Max I Inspection Description Mechanical Roug Mechanical Final q Min I Max I Inspection Description Gas Unde Gas Roug Gas Final REVISED: June 2014 THISM IQltvH A - , R ST" Nb= mcr Addre sv A1,14 11 eel) NOTICE OF COMMENCEMENT bto of FloTida Covnty of Sernihole P; xmif Nutraber p3=01 10 t4ij")bt-j- GRAHT MA,OY t SE"INGLE C01AITY ttUM OF CIRCUIT COURT 6 QMPTROLUR erk ` 5954 F14 21 f 1pgs) MMVS t 20,17072(Y49 RECUNDED 07117/2017 03:28:00 P11 UMIRDIRG FE $10.00 RECCZROED BY hdevoq-- 7CC I)LI 1— W Ttw juixTextigied hcmt y gives notice ftt im- prvo-MGnt Will b9-1 m1:bdL- ID certlin rcej jxLV&I, Ct12vI&?!3, Florida Solutes , 0*ibIIowinqtnfrxw f, and In acwrd2mk mrah DYCRJPTID0 F PRO -RM'{Legal d1- 1 6 oft,h! p rty aild 'Wec t a d'd re 4 I a va i t3 W) 7f') U)i fors IV.# IV aa ride GENERAL DESCRIPTI)OW Of 1XPROVEMENT: tv-Lo 16 ad& atAw i-- LA OWNER UNFORTAown-c'. RIZ: Ad& ez= Z i U5' hain, I c-x PC, verronz vnmln trAC vt XO OT fftYK3, Ocz-19r6ated bY Qwfte uPOn whom not Or Otbtt dbctnncclts may be ttrved 3-s pmvidcd by S'Won 713.11(1)(b). !r$wWa Stat-vto. N4,Mc; In adTium bo fin. seff.OwTW of P MOCK'a 3 COPy of the Ucnnr* Nofte 89 Prmided in E KPIMV*fl Dat& of Nbtim 01'tomV**rftncnt (The cxpb-Qj)W data I$ I yeaT ftern data ol,retordi" unkss 2 difkiteM d3-to ir,! Np"Ifico) rLAF W ±!G TO 6LZ. ANY PAY)Z0a:53t(ADE- Ely THE Oqrj M-AnER, THE EXPIRATION OF THE N9RCG CF ARE =4Si0ERfD 114MOPER PAVAVM UNUER CRAPTER, 7-q OWT L SECT= 7-13 t3, F-WRIDA STATUTES, AND CAN RESULT IN YOUR PAYENC -1-VjrE Fr-R IMPROVFUENT-S TO YOURPROPFRTA NOT GE OF CO"iGNCFWNr W, ST BE RE -CORDED ANo r-OSTED ot4 Tj-M JOB WE BEFORE Tttl; VIRST a4SPECTION. IF YOU INTEND TO OBTA24 FDVkKjt4i$. CONSULT VM, YOUR LIENDER OR AN AWORNEY UEFORE 0O1#9tMNCtNGVMVKORRE0DRDING YOVA NOTICE OF00mp4Er4CEWc* r. Ujiddr pem1fic* of pe-rpuy. I deel;ary *at I have rend the forcgoinq and th31 the far: *taW in it tTe true, to tiro, beM of my knovAt dgt;md bokf. OhWi 1t)Vkd Newna) v7uraKtmem ww no wsr 4r4 =V be- pbmWed as Apr 6,bkv ;f tw ., suto 91 CPU n ly 0 t fXL116 Tlie, fo I I st kn wiedged bclom M t1jis 19=go rig = rumcm,%" *C " o0%ul Who is pamomally kx) orl to aw N S 414*1 ideft"Ication tyfro4pf'#( kntif=- Pion produf4d: WC 0101 Ilk zm W"Immw/ z N F IstI1110 CITY OF SANFORD BUILDING & FIRE PREVENTION f< ., -, ? PERMIT APPLICATION 3 5 :'. Application No: 0 69 0 0- 1 D u, ented-C-onstruction Value: $ D Job Address: d , ' , Pik., me ib Ave, Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 15VyCe_0 p'4e,4, st/, j' i.Y9 l i4l I G E// ass d`C/R:C `. oGrCQS rri' G/x.c`/'5 Plan Review Contact Person: % C of ,4 Ily Title: O-w r' Phone: qO7 170 " $ 7 S > Fax: Email: o c 0 )-, Property Owner Information Name Alaym2 i, Wo-a Street: 1406 . 0/.ncff'o ve- City, State Zip: r"-'/ Phone: Resident of property? : Contractor Information Name 1 eb ors 'I-,"' . Jr. Phone: q07. 970 8 51 Street: i rm dx*is r T l_ Fax: q07 • ES - V 93 City, State Zip: Oi l"o j R 32al State License No.: e6 C 151 z 2U88 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN r / FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. O 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: e,, an agent of: L4nn 6o,-:ACtnG l "nr- Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The specific ermit and application for work located&t, Street Address) Expiration Date for This Limited Power of Attorney: a= 1 ` License Holder Name: H-:n L L;,J .0 State License Number: CGGolea a a Signature of License Holder:_'--- STATE OF FLORIDA COUNTY OF p,,,,f The foregoing instrument was acknowledged before me this '.)-I day of y 20:9_L2__, by fle'' L%' who is personai*ly known to me or-zwho has produced 1zC,z ,P s as identification and wb!dl,l did not) take an oath. Notary Seal) DOUGL.AS A. HUREL.BRINK NOTARY PUBLIC STATE OF FLORIDA Comm# FF138804 Expires 7/2/2018 Rev. 3/27/07) d, Signatur uc loc Print SA ypee name Notary Public - State of Ro,, A,, Commission No. FF l o'A My Commission Expires: -\ \? NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in complia a with ll applicable laws regulating construction and zoning. jp `-//6 P X` 1015/ 16 Si'gnatuWof Owner/ e a e f Signature of Contractor/Agent Date 4-ZAW4 /e wff/,/ Print Owner/Agen s Name Signature of Notary -State 4FIorida Date LISAA.RILEY MY COMMISSION # FF 073297 EXPIRES: November 28, 2017 N 93OFFA-ae Bonded ThruBudget Notary Services Owner/ Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of Notary -Sate of VIorida Date o"" av'Ue LISA A. RILEY MY COMMISSION # FF 073297 EXPIRES: November 28, 2017.. - r'rFOFF°° P Bonded ThruBudgetNotary Services Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Vf Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: COMMENTS: ZONING: Dlu 14, UTILITIES: ENGINEERING: f 410- FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 17 Revised: June 30, 2015 Permit Application SCPA Parcel View: 36-19-30-507-0000-0010 Page 1 of 2 5Property Record Card Parcel: 36-19-30-507-0000-0010 Owner: BAULT DONALD R & LOIS J nae.rrx.:r.cx,nv,ricwe„ Property Address: 1606 PALMETTO AVE SANFORD, FL 32771 Parcel Information Value SummaryI Parcel 36-19-30-507-0000-0010 2016 Working 2015 Certified Owner BAULT DONALD R & LOIS J Values Values Property Address 1606 PALMETTO AVE SANFORD, FL 32771 Valuation Method Cost/Market!CosUMarket Number of Buildings 1 1 Mailing 1900 E BROADWAY AVE FORTVILLE IN 46040 ---- --------- -' Subdivision Name BAUMELS PLAT Depreciated Bldg Value $48,691 - 38,250 Depreciated EXFT Value $600 $600 Tax District S1-SANFORD - — - - Land Value (Market) $8,510 $8,510 DOR Use Code 01-SINGLE FAMILY - - -- Land Value Ag Exemptions Just/Market Value $57,801 $47,360 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj j $5,705 ( $0 a, 7 1 a". P&G Ad1 $0 $0 _.-. F e ` Tar t 4, _ a4 Assessed Value $52 096j $47,360 Tax Amount without SOH: $963.84 2015 Tax Bill Amount $963,84 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Seminole County GIS ! Legal Description LOT 1 BAUMELS PLAT PB3PG 38 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $52,096 $0 ' $52,096 Schools 3 $ 57 801 $0 $57,801 City Sanford$ 52,096-- - $0 $52,096 SJWM(Samt Johns Water Management) $52,096 [ $0 , $52,096 County Bonds $ 52,096 $0 $52,096 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 10/1/2005 05974 0024 $100 I No Improved WARRANTY DEED 10/1/1978 ` 01194 — . _ _- , 1751 ! $14,000 No ` Improved t=ind Comj ratate Sates Land Method Frontage Depth ®Units Units Price Land Value L—...---- T_ FRONT FOOT & DEPTH 37.00 ( 117.00 $230.00 $8,510 Building Information I Description Year Builtctual/Effective Fixtures {{Bed Bath Base Areal Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 I SINGLE j 1930/1950 s 3 2 1.5 I 1,244 1,808 i 1,244 . WD/STUCCO $48,691 $97,382 Description Area FAMILY 7 I ( i ( FINISH 72.00 http:// parceldetail.scpafl. org/ParcelDetailInfo.aspx?PID=36193050700000010 10/5/2016 1", f Agreement „between ractorA 4 3. :Coutract"Suin' Forty three t'housa, n,d, clo Ila rsand,,no;,,cpnts. 4. Pay'merit'S6edule:', 0 6-0, rqqui 11 d: Ad LotheelaborDepositof$18) bo re S. ' Documentation required f pr, payment:;, kppiication . ibrpayffienti(ldetlaj led-Jnvloic6)l of we performed { where applicable} and s gned-change ayments due -upon completiorfof eachareaofwork ,compIded. k tompleted"to date. Conirktabblii4ii onsareinsp6ctlion reports?, signature, of work arders. 7. Warranty: applicable! Insur-ance reqliirements: Asi'e,qpited. by,taw,,,gen,pildl,liability insurance. i f s-.' bd4 "'•-'' a uy r s I rs X u }gsrngS i r rat ykv E xb' i'rT ¢ 'es fa *' 3,i} gy -}SS & •3iF t t( e Nuasbci .16 3651 Settlemem Dzte C8f23 16 Proration Data M123798 SElLER{ S3: Elcts w R. SaultwwlL6ft J. BwK PURCHAS jt Fund 0, taan quouc>tt 1:Gan PROPERTY 18Q6 Pattrtetta AYa Sar FL # 73 } 99 7 504.tlD IBt1t` ea ta.f{fC0 f/S.l???i' +, g iQ"( bD.-0Q 216fi3 S. 29 peix! ri .air g . .:m ,t;afii€'Coti3. 26Z 5U " Esscorrt ° cam sc" 4h' CASH DUE FROM PURCHASERCSj - 38 038 28 TOTAL CHARM19REChS. S8;T48.41 38;719 44 THIS,IPSTR MiENT -,P ' P,BY: Nam 1151A tr Address: NOTICE OF COMMENCEMENT State of Florida zounty-d.S'emin,ole Permit Number: Parcel ID Nurnber:, t - 10RSE? ' EPIT140LE Crjt*4,-,r.`j! CIR(Uljj' ' ' "J" 8 KJ781, 11 .1 CLERK "S 4 '20'16_`1J:I4848 RECORDED 02.:Ul FEES . 1Q,0Ci 00RQE, 0 BY hdyopia, The undersigned h6r4by,'gives,'notice that improvement will be made to certain real pr6p6rty,,and in alccord6lice, with Chapter 11,3;TIbdd6 $tatutes,the,foJ lowing information is provided in,thivNotice of Commbn- cemen DESCRIPTION OF PROPERTYi, (Legal description of the property,and, street address'i r f4vailable) a OWNER INFORMATION. Add, ress:., :5_1,1_1Wy,)117.:F11) /kve56;1-hy-ei, F-L, Fee, Simple Title Holder (ifo owner) Narne:, Address: Name: Addre6s: In addition to himself, Owner Designates of To receiv I e- Ia,copy.of, thle Lielnpr's Notice Ps-Provideld in Section 713. 13(1),(b), Florida, Statutes. Expiration Date, of Notice ofCommencement (The expiration date,is I year from dateofrecording unlessla, d0ferentdzii6 lisspecified) wAPMNG`,Td OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE, EXPIRATION -6F, THE NOTICE 'OF INSPECTION. F,YQQ INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR" AN "ATTORNEY dtF613E' COMMENCING WORK OR -RECORDING YOUR NOTICE OF'COMMtNdEM'E'NT. - Under penalties,10C I declare, t Vhave read the foregoing 61rld1hat thefacts stated im it,are,true to the bdstn ledge 3 sOwner's ?rintJd,Narne Owners Q! q5d1Uk- 40 T Ij FloridaStatute)t.13.13(l)(g).,- - The ownei,mustsiiiimthe'houcerOf commencement, and no ones else may be:perfinitte'd to sigh in his ortfdr' 'stead." Call State of F16111;4 4 County of 5l!77I,h- J— befqre-me dav The foregoing instrument was ackndwlddd6d this of, t by Ala_o,' Wali;, Who Is,personally knowwto'md ame,of person making statement J OR who hasprqduc d identification -type ot' identificatiob produced: X M, LISA A. RILEY v N -/, , q WCOMMISSION 0#,67,07 EXPIRES: November8; 2017 Note Signaturd 0 Bame, dThni Stidj tNotary'senii6es, Z. Revision o FEB 0 2 201 Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # % Z 70 (o Submittal Date Project Address: A -S YQ(Yl l AV'Q/ Contact: la I/, 1Y G Ph: if Fax: q07. Email:' Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building Fiorey, Steve From: Fiorey, Steve Sent: Thursday, December 01, 2016 11:07 AM To: ted riley' Cc: Cole, Monica Subject: RE: Plan Review Comments Attachments: DSCN8239.JPG Disregard my last email. No explanation is necessary. Please reference the attached picture in this email. This area of work is located on an exterior wall and as such is structural. Simple repairs cannot be performed. An architect or engineer is required to evaluate the situation and provide signed & sealed drawings depicting how the exterior walls will be repaired. The plans must include exterior wall framing details and any header/header support stud framing details; exterior wall covering (sheathing) and attachment, lath attachment and stucco attachment. The plans are required to reference the design will meet the 2014 Florida Building Code and the wind load information used 139mph ultimate/108mph nominal). In addition, your hand -drawn floorplan indicates you are only replacing some of the windows. I just want to verify this is correct. Also, the product approval you submitted for the windows only allows a window to be installed in an existing opening that is 52" wide. If you are modifying any window openings (enlarging or reducing) that also is required to be addressed on your signed & sealed plans. If you are installing 2 or 3 windows together with the use of mullions, Florida Product Approval is required for the window mullions. Based on your scope of work, the only permitted item on the inside will be drywall repairs. No framing, electric, plumbing or mechanical will be permitted unless specifically addressed on a floor plan. Cabinets, painting, flooring and hooking up fixtures to existing plumbing does not require any permitting. This should clear everything up and I can move forward with your plan review once your signed & sealed plans are submitted. Two copies are required. Steve Fiorey, CBO Residential Plans Examiner Building & Fire Prevention Division From: ted riley [mailto:triley07@yahoo.com] Sent: Thursday, December 01, 2016 9:18 AM To: Fiorey, Steve <Steve.Fiorey@Sanfordfl.gov> Subject: Re: Plan Review Comments Steve, Attached is the information requested. If you need any other paperwork, please let me know. Thank you, Lisa 407-970-8752 Ted Riley T. Riley, Inc. CGC1512208 CCC1330852 407-970-8751 (cell) 407-857-2893 (fax) http://www.trilevinc.ne From: "Fiorey, Steve" <Steve.Fiorey(Sanfordfl.gov> To: ted riley <triley07(d-)yahoo.com> Sent: Thursday, December 1, 2016 8:12 AM Subject: RE: Plan Review Comments Normally you need to bring the paperwork into the office. No appointment is necessary to drop things off. If you want, just for this submittal, you can email the information. Steve Fiorey, CBO Residential Plans Examiner Building & Fire Prevention Division From: ted riley jmailto:triley07(aD-yahoo.coml Sent: Wednesday, November 30, 2016 4:53 PM To: Fiorey, Steve <Steve. FioreycDSanfordfl.gov> Subject: Re: Plan Review Comments Steve, I left a message for you earlier today ... can I email the paperwork to you that was requested? If not, do I need to make an appointment or just bring to the office? Is it the same office where the plans were originally dropped off? Thanks, Lisa 407- 970-8752 Ted Riley T. Riley, Inc. CGC 1512208 CCC1330852 407- 970-8751 (cell) 407- 857-2893 (fax) http:// www.trileyinc.net From: " Fiorey, Steve" <Steve.Fiorey(d-)Sanfordfl.gov> To: " triley070yahoo.com" <trileyU7( yahoo.com> Cc: "Cole, Monica" <Monica.Cole(aD-Sanfordfl.gov> Sent: Tuesday, October 25, 2016 12:04 PM Subject: Plan Review Comments Please see the attachment for your plan review comments Steve Fiorey, CBO Residential Plans Examiner Building & Fire Prevention Division PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. r•. F . r. e nor r r 016 Johnson, JoAnn From: ted riley <triley07@yahoo.com> Sent: Thursday, March 09, 2017 2:00 PM To: Building Cc: Ted Riley Subject: Removal of contractor Attachments: city of sanford.pdf Please see attached for the removal of contractor letter per your requirements. Thanks, Ted Ted Riley T. Riley, Inc. CGC 1512208 CCC1330852 407-970-8751 (cell) 407-857-2893 (fax) http://www.trileyinc.net TED RiLEY 11721 OXFORDSHIRE PLACE, ORLANDO, FL 328244 WWW:TRILEYINC.NET .407-970-8751 Building and Permitting City of Sanford This letter is in reference to permit 16-2706 the address of 1606 S. Palmetto Avenue, Sanford, FL of which I am listed as the CertifiedGeneral Contractor. Please remove my name/company name from this permit as I am not doing the work. Sincerely, Signature of Theodore R. Riley, Jr. representing T. Riley, Inc., State ofFlorida County of This foregoing instrument was acknowledged before me this day of ' , 2011 by -'Cheg'tL 'Z,\ , who is personaily known`to me .OR Who has produced identificationtype of identification produced: Notar ' ature° av Pu r° . •• MWELLMA'ASEIA My OWSS11ON # FF0*57 f EXPIRES; December 12, 2017 l l"Y BoededThruBudgetNafaryServkxs CITY OF SANFORD BUILDING & FIRE PREVENTION 0 PERMIT APPLICATION Application No: v4X,: Documented Construction Value: $ Job Address: 2,4,2 ,EJ (/' Historic District: Yes No Parcel ID: 3 6 -" 16)- 30 - S© 7)- 0 o QO-- OO 1 co Residential Commercial Type of Work: New Addition 5Q Alteration i Repair W Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: .5 Fax: YO Title: Email: r /en 40;z % •Coy) Property Owner Information v C / Name 9" Phone:7== Street: 16.E Alto rrboo Resident of property? : City, State Zip: Contractor Information Name 2"tr C_aPii Phone: O %' Y.f Z Street: i v Fax: City, State Zip: 0_,A t l=EL 3 _ g 3 State License No.: C /734L Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application r , i NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Confractdr/Agent Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Date Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Gas Roof Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. 'Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Sgatu, Owner/Agent Date Signa of Contractor/ gent Date fras n Print Owner/Agnt On Name U Print C nt ctor/Agent's Name ldc; J-/ - 7 Signature of Notary -State of Florida Date Signat re o'1vw71A{%State oFlorida ] Florldd.a ANNETTE BLAND0 Notary Pu01k -State of Cornmisaiori tr GG 06NPCi.My Comm.'6pires Jan 1 0 ge t is "' • ally K to a or Contractor/Agent is Personally Kn n to M or Pr3du hm jp f IDProduced ID Type of ID Q ii INOQi! Nlo. Avsvc" 0,, rF op ,o; BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application JC PLU G ENTERPRISE Inc. FI. Ste. Lic. CFC1427311 H13726 MRSA1503 EPA684715461620 ESTIMATE/CONTRACT To: BNC Property Brap LLC Date: 05-19-2017 Location: 1606 S Palmetto Av. Sanford. FI. Subject: Plumbing Description: This estimate is based on no copy of blueprint date page with plumbing drawings/details, walk through. We provide materials, labor, permits for the above mentioned project, and the project is as fallow: Replace hot/cold water to I bathroom, I kitchen, I washing machine, I water heater, I hose bib $ 500.00 Add new master bathroom, connect drain from existing hall bathroom drain (1 shower, 1 toilet, I lavatory) Rough in plumbing 1,500.00 Trim 350.00 Price for this Estimate/Contract $2,350.00 Tray Flanagan' BNC Property Brap LLC pohn Wero JC Phdrnbing Enterprise Inc. THIS ESTIMATE IS VALID FOR 30 DAYS, THIS ESTIMATE IS BASED ON DRAWINGS OR SPECIFICATIONS PROVIDE BY OWNER/CONTRACTOR. ANY CHANGE OR ALTERATION OF DRAWING/SPECIFICATION FROM THE ORIGINAL WILL BE CONSIDERER A CHANGE ORDER. BFCADSE'JC PLUMBINGENTERPRISE INC. CANT CONTROL PRICE ON MATERIALS, ANY CHANGE WILL BE NOTIFIED TO OWNER/CONTRACTOR FOR RAISE IN PRICE COST. No quality water test or connection as considerer special connection for faucet or fixture are part of this estimate/contract. Payments are made as fallow. 40% on underground, 40% second rough, and 20% final when apply. Repipe: 50% when start, 50% when finish. This i3Ptiplate/contract will be considered accepted as the job start. Faucet end'fixture provide by others have no guarantee, if need replace, remove, repair will be considered change order or service call charge Orlando, FI.407-448-9452 jcalero1@msn.com Refit: ion 96 Response to Comments City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # I Submittal Date C Project Address: l ' Contact:...... Ph: a b`1 Fax: Email: Cam Trades encompassed in revision: Building Plumbing Electrical Mechanical D—L-ife Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water _ Planning — Engineering Fire Prevention Building _ RECORD COPY EXISTING FLOOR PLAN 1/8" = 1'-0.. 0 'S J DING D SA FOR FPAR 7 _ 783 2x 16" D.C.— SIMPSON SPH4 W/ (6) 10dx1-1/2" ® WALL STUDS & HEADER SIMPSON LSTA24 W/ (18)-10d NAILS EXISTING HEADER TO O BOTTOM OF REMAIN HEADER HEADER 2x12 W 1 2 CDX FLITCH HEADER STUDS FULL LENGTH WALL STUDS NO CONNECTORS RQD ® CRIPPLE STUDS, TYP. DOUBLE TOP PLATE 7/16" OS8 OR CDX PLYWD EXT. SHEATHING NAILED W/ 10d GALV. ® 3" O.C. EDGES 3 & 12" O.C. FIELD w WHEN ATTACHING TO CMU: 2x4 P.T. -WALL STUD W/ (4) 5/8" DIA. ANCHOR BOLTS OR EXPANSION BOLTS TO CMU WHEN ATTACHING TO FRAME: 2x P.T. WALL STUD W/ (4) 5/8- WHEN ATTACHING TO CMU: USE SIMPSON STRAP MSTA36Z ® 32" O.C. SIMPSON SP4 W/ (6) 2x P. .BOTTOM 10d x 1-1/2" NAILS PLATE BOTTOM OF WALL & HEADER STUDS BEARING WALL DETAIL N.T.S. EXISTING 1/2" PLY PLYWOOD OR OSB EXISTING FIBERGLASS EXISTING TRUSSES ® 24" O.C. SHINGLES OVER 30# FELT BAFFLE ® EAVE VENTS WHERE RODINSUL. EXISTING MTS12 FROM TOP PLATE FTO TRUSSES R-19 MIN. BOWN-IN INSULATION MECH. SUB TO VERIFY TO MEET FL. ENERGY CODE 1/2" X 10" PLYWOOD 1/2" GYP BD CLG & WALLS R-11 FIBERGLASS BATT INSULATION 2" X 12' W/ KRAFT PAPER TO EXT. FACE OF 2" X 12" WALL MECH SUB TO VERIFY TO MEET FL. ENERGY CODE 2X4'S ® 16" O.C. W/ 18d COMMON O 16" O.C. MID -SPAN BLOCKING O TOP & BOTTOM EDGE REF. TABLE 2306.1 SBCCI) 1/2" X 12" PLYWOOD TYPICAL HEADER DETAIL NJ..& TYP. WALL DETAIL N.T.S. SIDING FINISH TO MATCH EXISTING 30# FELT OVER 1/2" PLYWOOD OR OSB SITTING AREA EXISTING LIVING ROOM MECHAREA KITCHEN AREA DINING ROOM OFFICE EXISTINGBEDROOM 1 EXISTING BEDROOM NI N 3 Ooa a W mZIiJ Ztdpg a¢ = O a O O° it 0 9 06oEXISTINGELECTRICALPANEL0jQ N PROPOSED FLOOR PLAN 1 /8" = 1'-0" w o p a OLL O Q w U(q0 LEGEND m w ul EXISTING EXTERNAL WALLS DATE EXISTING INTERNAL WALLS 06/ PROJECTN0. PROPOSED WALLS 16800-17-100 SHEET NUMBER Al EXISTING INTERNAL WALLS AND DOORS TO BE REMOVED ®