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Home My WebLink About210 S Park AveJUN 2 0 2016 UP-!rt"o s ,41/ CITY OF SANFORD r BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: �'�li Documented Construction Value: $ 'to, Uy O Job Address: 210 S Park Ave, Sanford FL 32771 Historic District: Yes ® No ❑ Parcel E4; • (IQ • 5 RC, - og04- ()6 O (2f )-0 Residential ❑ Commercial Type of Work: New ❑ Addition ❑ Alteration 0 Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Relocate non -supporting walls, add sliding glass door, add built-in desks and shelves, add ceiling detail and carpet Plan Review Contact Person: Max Hoskins Title: Officer Phone: 239-249-4360 Fax: Name Email: max@ equipmentgiant.com Property Owner Information Hoskins Investments LLC Phone: 239-249-4360 Street: 720 Cricklewood Ter Resident of property? City, State Zip: Lake Mary, FL 32746 Contractor Information Name Triton Builders Street: 2753 Shearwater St City, State Zip.• Clermont, FL 34711 914 -"1--'14&0' Phonh: 352-348-3131 Fax: 352-404-4151 State License No.: CGC 1515510 Architect/Engineer Information Name: Eagle Design Services Phone: Street: 877 Silk Oak Ter Fax: City, St, Zip: Lake Mary, FL 32746 E-mail: Mark@zlatitude.com 407-928-6645 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 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: 51D Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit 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 i ra an at all work will be done in compliance 'th all applicable laws regulating constructs ng. 6-20-2016 4P 6-20-2016 Signature of Owner/Agent Date Signature of Contractor/Agent Date Max Hoskins II Max Hoskins Print Owner/Agent's Name Print Contractor/Agent's Name Signature orNotary-State of Florida Date St atum or DEBBIE BIANT e `Q MY COMA4ISSION 0 FF 17" EXPIRES: February 25, 2019 Bonded Tbru Wary Pubic Underwriters Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: Cha Ului K UTILITIES: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Revised: lune 30, 2015 Permit Application 114 Detail Media Wall0 -I N SCALE: 1/4" = 1'-0" ATTACH TO EXIST. C.M.U. WALL W/ 3/16" X 2 3/4- Plan /4"PIan ^TAPCONS ® 16" O.C. 2x6 S.Y.P. FRAMING Lp't 6'-11 1/4" �0 1 In 8'-7 1/4" Design No. U432 December 20, 2001 L • J - Side O_ I M 0 � I 2x6 FRAt 2'-0" J U 2r-0„ N _ 0 I 15'-2 1/4" Profile i 1111,11 n II II II n IIII II � II II II II o 0 ZE ii T.41'SPACK N 04 V It > ii 6 :PECES� II II II II II IhX S. P. II 04ii iffR INIT ii I I II > II II II II 1!0't 6'-11 1/4" 8'-7 1/4" 1. Floor and Ceiling Runners (Not shown) - Channel shaped, fabricated from min 0.0329 in. thick, bare metal thickness (No. 20 MSG) corrosion -protected steel, that provides a sound structural connection between steel studs and adjacent assemblies such as floors, ceilings and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 In. OC. 2. Steel Studs Min 0.0329 in. thick, bare metal thickness (No. 20 MSG) corrosion -protected steel studs, min 3-1/2 in. wide, cold formed, designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute (AISI). All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing shall not exceed 24 in. OC. Studs attached to floor and ceiling runners with 1/2 in. long Type S-12 steel screws on both sides of the studs or by welded or bolted connections designed in accordance with the AISI specifications (bearing walls). Studs to be cut 1/2 to 3/4 in. less than assembly height and friction -fitted into floor and ceiling runners (nonbearing walls). 3. Lateral Support Members (Not shown) - Where required for lateral support of studs, support sholl be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Gypsum Board* Nom 5/8 in. thick, 4 ft wide gypsum panels, attached vertically or horizontally with 1-1/4 in. long Type S-12 steel screws. When applied vertically to studs, joints centered over studs and staggered one stud cavity on opposite sides of studs and attached with screws spaced 8 in. OC along the edges and 12 in. OC in the field. When applied horizontally to studs, no distance requirement on joints on opposite sides of studs and attached with screws spaced 8 in. OC along the edges and in the field. CANADIAN GYPSUM COMPANY - Types FRX, FRX-G . UNITED STATES GYPSUM CO - Types FRX, FRX-G . 5. Batts and Blankets• (Optional, not shown) - Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (HKNV or BZJZ) Categories for names of Classified companies. 6. Joint Tape and Compound vnyi or casein, dry or premixed joint compound applied in two coats to joints and screw heads. Paper tape, nom 2 in, wide, embedded in first layer of compound over all joint. 7. Caulking and Sealants* (Optional, not shown) - A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO - Type AS 'Bearing the UL Classification Mark Profile 1'-91/8" 1'-91/8" 7r_nr, ", V_n" 7r_n" THIS SIRlCTURE HAS EIEEN DESIGNED TO MEET OR EXCEED THE MND LOAD REQUIRIXE1,05 OF TME 2010 FLORIDA BULOWG CODE EDITION. SECTIO! 8301 DESIGN CRITERIA OKLUDING ASCE 7-10. AND THE 2011 NATIONAL ELECTRIC CODE 1. BASIC MND SP® - 13B M.PX ULTIMATE MND SPEED (Volt) AND t0B M.P.K (VOW) L RISIL CAlEd7RY 2 1 CONSTRUCTION TYPE - OOWEROAL BUSINESS OCCUPANCY GROUP B ♦. M!m EXPOSURE - CATEGORY C S. INTERNAL PRESSURE 006FIGENT FOR ENCLOSED BUWM LS 0.I8 AND HEIGHT Q EXPOSURE ADJUSOMNT OOE3T1aENT IS 1.10 Plan -------------------- I I L------------------- J C1g. Detail Desi_gn Office_ SCALE: 1/4" = 1'-0" O I 0 0 I N O 4 I Framing Plan 1/4'=1'-0* l; REVISIONS OAIE BY V 771 S, M 171 TAINIMMAL 1. 7271 Mimien &MM Or VA ch I by AM 40to oe-Le-ls oo. tlH101i OIRAMIIG N0. 1.2- 2x6 FRAt 2'-0" o I 1 N i 2r-0„ S.Y.P. 2x4 S.Y.P. iING FRAMING L 11'-2 1/4" _ 0 I 15'-2 1/4" Plan -------------------- I I L------------------- J C1g. Detail Desi_gn Office_ SCALE: 1/4" = 1'-0" O I 0 0 I N O 4 I Framing Plan 1/4'=1'-0* l; REVISIONS OAIE BY V 771 S, M 171 TAINIMMAL 1. 7271 Mimien &MM Or VA ch I by AM 40to oe-Le-ls oo. tlH101i OIRAMIIG N0. 1.2- 0 N r - Side Profile co 2x6 C) 0 I i---SHF-----�1 331 S. SR 434 I N 1 ALTAMOITE SPRINGS, iIDImA 1271. G o I U iv (.o» 321-3337 2x6 S.Y.P. } LL i Tv11s ;0L - V 0 O I 2 FF NMI Y. IG (o I �> u - � SCREWS ® 1" O.C. c n ATTACH TO EXIST. WALL STUD W/(3) 3.5" DRYWALL SCREWS ® 1" 0 C. =ACH STUD 5' 6'-5" 3'-11" 11'-10 6'-5" G'I 3'-11" 11'-10 Detail @ Printer Area & Storgge SCALE: 1/4" = 1'-0" 0 N Side Profile ATTACH TO EXIST. ROOF RUSS W/ 4" DECK SCREWS 12" C AT EACH TRUSS - c I cS THIS STRUCTURE HAS KEN OESGNED TO MEET OR ExCEED THE "NO LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE EDITION. SECTION R301 DESIGN CRITERIA INCLUDING ASCE 7-10. AND THE 2011 NATIONAL ELECTRIC OWL 1. BASIC MND SPEED - 139 M.P.H. ULTIMATE WOO SPEED (Y1dl) AND 105 M.P.N. (Yad) 2 RISK CATEGORY 2 3, CONSTRUCTION TYPE • COMMERCIAL BUSINESS OCCUPANCY GROUP B .. MND E7POSURE - CATEGORY C S INTERNAL PRESSURE OOUT KI04T FOR ENCLOSED BUILDING IS 0.16 AND H004T t EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 2x6 C) 0 FRAMI i---SHF-----�1 331 S. SR 434 I N 1 ALTAMOITE SPRINGS, iIDImA 1271. G (.o» 321-3337 2x6 S.Y.P. i Tv11s ;0L - V W > O I STUD W/(3) 3.5" DRYWA L I MA SCREWS ® 1" O.C. _j v LL AT EACH STUD 2x6 S.Y.P. date a-fe-,e FRAMING > I DESK TOP c I cS THIS STRUCTURE HAS KEN OESGNED TO MEET OR ExCEED THE "NO LOAD REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE EDITION. SECTION R301 DESIGN CRITERIA INCLUDING ASCE 7-10. AND THE 2011 NATIONAL ELECTRIC OWL 1. BASIC MND SPEED - 139 M.P.H. ULTIMATE WOO SPEED (Y1dl) AND 105 M.P.N. (Yad) 2 RISK CATEGORY 2 3, CONSTRUCTION TYPE • COMMERCIAL BUSINESS OCCUPANCY GROUP B .. MND E7POSURE - CATEGORY C S INTERNAL PRESSURE OOUT KI04T FOR ENCLOSED BUILDING IS 0.16 AND H004T t EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 Plan 2x LEDGER M 2x6 S.Y.P. FRAMING 1 ATTACH TO EXIST. WALL STUD W/(2)3.5" DRYWALL SCREWS ® 1" O.C. AT EACH STUD(TYP.) 12'-2 1/2- 13--10 /2"13'-10 1/2" Detail @ Max's Work Station SCALE: 1/4" = 1'-0" 2x LEDGER 2x6 S.Y.P. FRAMING Framing Plan REVISIONS DATE BY • • • I . 04 OR31AL -------------------- I 0 oNt PR1133to1 DW i---SHF-----�1 331 S. SR 434 i ALTAMOITE SPRINGS, iIDImA 1271. G (.o» 321-3337 2x6 S.Y.P. i Tv11s FRAMING I I ATTACH TO EXIST. WALL SHELF 0 STUD W/(3) 3.5" DRYWA L I MA SCREWS ® 1" O.C. _j v > AT EACH STUD 2x6 S.Y.P. date a-fe-,e FRAMING DESK TOP 1e_101e DESK TOP 0mwm NO, of ZE ►� I rh � M I N 6" 7'-10 1/2" 6" 5'-0" 13'-10 1/ ' Plan 2x LEDGER M 2x6 S.Y.P. FRAMING 1 ATTACH TO EXIST. WALL STUD W/(2)3.5" DRYWALL SCREWS ® 1" O.C. AT EACH STUD(TYP.) 12'-2 1/2- 13--10 /2"13'-10 1/2" Detail @ Max's Work Station SCALE: 1/4" = 1'-0" 2x LEDGER 2x6 S.Y.P. FRAMING Framing Plan REVISIONS DATE BY • • • I . 04 OR31AL I oNt PR1133to1 DW 331 S. SR 434 ALTAMOITE SPRINGS, iIDImA 1271. G (.o» 321-3337 i Tv11s dr0•" 07 MA AM r date a-fe-,e 1e_101e 0mwm NO, 3- Deen, Joy From: Scott, Annette Sent: Tuesday, June 28, 2016 8:51 AM To: Deen, Joy Cc: Max L Hoskins Subject: FW: 210 S Park Ave Can you please call Mr. Max Hoskins, he stop by to speak with you about the information in this emailed you can emailed him he says that would be fine, He just want to make sure he got you the right information From: Max Hoskins [mailto:max@zlatitude.com] Sent: Monday, June 27, 2016 3:50 PM To: Deen, Joy <Joy.Deen@Sanfordfl.gov>; Scott, Annette <ANNETTE.SCOTT@Sanfordfl.gov> Subject: 210 S Park Ave Joy, Here is the email from the engineer with the building type V -B and the Building code is 2014. Please see below including the engineer's email and title block. Max Hoskins Begin forwarded message: From: Janine Hoskins <ianine -zlatitude.com> Subject: Fwd: Hoskins Building Date: June 27, 2016 at 3:29:55 PM EDT To: Max Hoskins <max(cD-zlatitude.com> ---------- Forwarded message ---------- From: Vinder Chehal <vinderoo aol.com> Date: Mon, Jun 27, 2016 at 3:29 PM Subject: Hoskins Building To: ianine(@zlatitude.com Hello Janine Your building renovation located at 210 South Park Ave Sanford, FL 32771 has been designed under the 2014 building code and for Type V -B Construction. Thanks, D.S. ' Vindee' Chehal, P.E. 407-227-7368 624 Douglas Ave Suite 1418 Altamonte Springs FL 32714