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Home My WebLink About413 Bella Rosa CirCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 0 q Documented Construction Value: $-4. Job Address: f !-� j 4,0 SC1 ~�1 'IF Historic District: Yes ❑ No ❑ Parcel ID: Description of Work: Mr/i0 Zoning: Plan Review Contact Person: /1 6V'/_ Q1'M9e_—Z Title: Phone: J, �LfS ' dS-Z Fax: �409 - X44 --J' SZo c�' E-mail: -�-_ Property Owner Information Name % /E' i�trS Phone: Street: %3 p i Resident of property? City, State Zip: fi Contractor Information Name �i ��' �''� Phone: Street: L7S sytTx tz.: (,`7 Ave Fax: 7- 449T 3s City, State Zip: State License No.: �C- Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit ❑ Square Footage: _ Phone: Fax: E-mail Mortgage Lei 44s _ Address: % P &,417- eta ule PERMIT INFORMATION Construction Type: No. of Dwelling Units: Flood Zone: Electrical ❑ New Service - No. of AMPS: Mechanical ❑ (Duct layout required for new systems) Plumbing ❑ fi � �S �usr Bf P�'S New Construction - No. of Fixtures: Fire Sprinkler/Alarm ❑ No. of heads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 A 8 9 J .RECORD COPY 2 3 4 S 6 H43LIVIES RESIDENCE 4 13 LLA ROSA CIRCLE SANFOR FLORIDA 32771 LOT 49, CELERY ESTATES NORTH - ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 71, PAGE 38 - 45 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. PARCEL I.D.#-21-19-31-502-0000-0490 5/8" RBR LOT 4 V & CAP LB "6605" N 89050'10 E_ 125_00'_PLAT)--.-_.-_.__.__._-.-_.--.-___-.__._-.-_1/8" RBR — 5'-0" DE & UE _ _ _ _ _ _ COON . ASC PADS F —1 49'-5" ~ I 25'-5" . LOT 49 °� LO oo zn O I I 12'-0" N CONCRETE CD i DRIVEWAY 4 U L I 8'-7" D Q w i 2 STORY MASONARY/WOOD 12'-0" FRAME RESIDENCE #413 O Ln I- o 1 - N ROOFED Z CD °- ENTRY - O I 1 O 46'-0" I I L� . � — . — . — . — . — . — . — . — . 5'-0" DE & UE PHONED RBR O CON 5/8" RBR S 89°50'10" W 125.00' (PLAT) � � SOT 5 0 5/8°' 8P t� - 2o�i5 -P-ROVED PLANS N ENS. GyP`�. t2 x 2Lt � c. ' ree r) b �k -��ns�-t"t s \j,� 20 e-�o a �k ,MvvA -1 .5' side �c�► r� Se-N4ackz . ��sed stere e� ,r oo� � a�nnEr4- elncr�cln SITE Pe��- fcLS. 0 SCALE: 5/32" = 1'-0" REVIEWED FOR CODE COMPLIANCE PLANS MIN R DATE wlLDI V6 SANFORD SANF RD 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 ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS COK DRANINO LIST ARCHITECTURAL DRAW I NC 5 SITE PLAN $ COVER SHEET �.e end / 5 mbol5 List of Abbreviations ® AT LAM LAMINATE A.D. AREA DRAIN LAV LAVATORY NEW PARTITION, TYPE U.O.N. AGOUS AGOU5TIG LOR LEADER DATE: 4/21/14 PROJECT NO.: 01.HOLMES.2014 DRAWN BY: T.D.C. CHECKED BY: A.F.F. ABOVE FINISHED FLOOR L.P. LOW POINT D ARCH ARCHITECT MAS, MASONRY NEK DOOR -NUMBER ARCH'L ARCHITECTURAL MAX MAXIMUM INDICATES DOOR WIDTH X ALUM ALUMINUM MEGH MECHANICAL �V' TYP. (U.O.N) DOOR HEIGHT BD BOARD MIN MINIMUM O BLK BLOCK M.O. MA50NRY OPENING COLUMN REFERENCE GRID BLDG BUILDING M.$B.H. MOP E BROOM HOLDER BLK& BLOCKING MTL METAL ROOM No.- FIRST No. B/O BOTTOM OF N.I.G. NOT IN CONTRACT 101 A INDICATES FLOOR G.J. CONTROL JOINT NOM NOMINAL FIN15H CODE GL CL05ET OA OVERALL CL6 CEILING O.G. ON CENTER GOL COLUMN OD OUTSIDE DIAMETER ELEVATION GONG CONCRETE OD. OVERFLOW DRAIN REFERENCE 0W6. No. CONT CONTINUOUS OH OVERHEAD GONTR CONTRACTOR OPH OPP051TE HAND GON5T CONSTRUCTION OPP OFF051TE SECTION G.T. CERAMIC TILE OPN& OPENIN6 V' I REFERENCE DW6. No. DET DETAIL PL. LAM. PLASTIC LAMINATE DIM DIMENSION PLY. HD. PLYWOOD ON DOHN PTD PAINTED DETAIL D.O. DOOR OPENING P.T.P. PAPER TOYEL DISPENSER W REFERENCE DWG. No. DW6 DRAWING P.TD.4R. PAPER TOKEL DISPENSER EA EACH AND RECEPTACLE EL ELEVATION QT QUARRY TILE Q( 1 REFERENCE POINT ELEG ELECTRIC RD. _ ROOF DRAIN I v DATUM POINT EQ EQUAL REFR REFR16ERATOR n E.W.G. ELECTRIC, HATER COOLER REOV REQUIRED Q EXH EXHAUST RM ROOM 4 O / U EXIT LIGHT EX15T'6 EXI5TIN6 R.O. ROU&H OPENING EXP. JT. EXFAN51ON JOINT 5D. SMOKE DETECTOR O n EXT EXTERIOR SECT SECTION O LO < ® FIN15HED HOOD F.D. FLUOR FLOOR DRAIN FLUORESCENT S.F. SIM SQUARE FOOT 51MILAR W / ^ CL F.E.G. FIRE EXTIN6U15HER CABINET S.N.P. SANITARY NAPKIN DISPOSAL v) INDIGATE5 GONG. MASONRY F.H.G. FIRE HOSE CABINET 5.NJT.V. SANITARY NAPKIN/TAMPON VENDOR LLI O 3;: UNIT (CMU) IN PLAN FIN FIN15H 5.P. STAND PIPE F.P.5.G. FIREPROOF 5ELF-GL051N6 SPEC 5PEGIFIGATION(5) O � FR FRAME 5.5. 5TAINLE55 STEEL Ln ® INDICATES STEEL F.H.G. FABRIC HALL GOVERIN& 5TO STANDARD CD 6A 6A&E, 6AU6E 5TL STEEL O O I ' 6B 6RA5 BAR 5TRUCT 5TRUGTURE 0 � INDICATES STRUCTURAL CONCRETE 6L GYP. BD. 6LA55 &YP5UM WALLBOARD 5TRUCT'L STRUCTURAL O O d PRECAST CONCRETE 5U5P 5U5PENDED Ln H HI&H TEL TELEPHONE HE, HOSE BIBB TH. THICK W INDICATE -5 CONCRETE MA50NRY HON HARDKARE T.O. TRIMMED OPENING M UNIT (CMU) IN SECTION HGT HEIGHT T/O TOP OF L.J_J HM HOLLOW METAL T.TD. TOILET TISSUE DISPENSER HORIZ HORIZONTAL TYP TYPICAL H.P. HIGH POINT U.O.N. UNLE55 OTHERWISE NOTED INDICATES EARTH HR HOUR VERT VERTICAL HH HOT KATER HEATER V.I.F. VERIFY IN FIELD HVAC HEATIN&/VENTILATIN6/ V.G.T. VINYL COMPOSITION TILE INDICATES RI610 INSULATION AIR CONDITIONIN6 V.W.G. VINYL HALL GOVERIN6 IN SECTION I.D. INSIDE DIAMETER W HIDE IN5UL INSULATION HD HOOD INT INTERIOR HWF HEL.DED HIRE FABRIC ® KOOD BLOCKING IN SECTION JAN JANITOR w/ HITH DRANINO LIST ARCHITECTURAL DRAW I NC 5 SITE PLAN $ COVER SHEET AO PLAN 4 ELEVATIONS Al TATLOR DESIG11 CONSULTANTS 2608 Quail Pond Way Kissimmee, FL 34743 Ph: 845-893-1011 rtaylor@tdesign-ny.com ■ ■ ■ SEAL: NAME: STATE LIC. No. CONSULTANTS: CIVIL: CONSULTANT NAME Tele. 000.000.0000 STRUCTURAL XIAOMING ZHONG - FL.PE, 52813 Tele. 000.000.0000 MECHANICAL, ELECTRICAL, PLUMBING CONSULTANT NAME Tele. 000.000.0000 REVISIONS N0. ISSUE DATE DRAWING TITLE: COVER SHEET/ SITE PLAN DATE: 4/21/14 PROJECT NO.: 01.HOLMES.2014 DRAWN BY: T.D.C. CHECKED BY: DRAWING NO: AO A B C M' 1 2 3 4 6 NOTE: G.C. SHALL INSTALL NEW SCREEN ROOM IN ACCORDANCE WITH THE (2) #10 TECH SCREWS FOLLOWING: 2" X 2" CHAIR RAIL 1" X 2" SCREEN SUPPORT MEMBER 2010 FLORIDA BUILDING CODE: ANCHOR WITH Y4" X 2 1 /4" LAG SCREWS OR ALTERNATIVE CONCRETE ANCHORS DESIGN LOAD -ROOF 20PSF SPACED AT A MAXIMUM 24 O.C. N WIND LOAD DESIGN - (1) #10 TECH SCREW 0 -1 2" X 3" COLUMN SUPPORT 1 I I I Uj DATE 48" WISE X 16'-0" LONG 3" INSPLATED THICK RPOF I 1 PANELS ABOVE: SEE TABLE 1. �I Imo w_C4 L MIN. 30tOPS1 FIBER REINFORCED ( 1 CONC. LAB W/ W6X6- 1 AXW1.4 WWF OVER I VAPOR rARRIER (TYP.) 17 1I6 I I I I I w I PROJECT NO.: 01.HOLMES.2014 DRAWN BY: T.D.C. CHECKED BY: _ J_ I I� 3 -6 '-0 -O 4'-0" D00 4'-1" 4'-1" 4'-1" 4'-0" 24'-0" VERIFY IN FIELD 2" X 4" COLUMN SUPPORT A A -I SGREEN ROOM PLAN SCALE: I/4"= I' -O" 2" X 4" COLUMN SUPPORT Y4" X 3" LAG SCREWS 1" X 2" SUPPORT MEMBER 4" REINFORCED CONC. SLAB W FIBERMESH OR W6X6 - W1.4XW1.4 WWF OVER VAPOR / BARRIER ' X X X \ dG a v�\I \a 2 4a \ a x= X x_x11--xzj -x i #5 REB\ COT LOPE SLAB AT Ys PER FT./ `\�\\ AWAY FROM HOUSE CLEAN TERMITE TREATED SOIL GOLUMN SUPPORT/ FOUNDATION SUPPORT MEMBER CONN. DETAIL SCALE: I"= I' -O" 3" INSULATED ROOF SEE TABLE 1. 2" X 4" CONT. BEAM, SEE TABLE 1. EXTRUSION HEADER EXTRUSION ATTACH TO PANEL WITH #8 1 /2" SCREWS ON BOTH, SIDES 8" O.C. MAX - ATTAC'H TO WOOD HOST STRUCTURE WITH #' WOOD SCREWS AT STUD OR RAFTER OR ALTERNATIVE CONCRETE ANCHOR`. SPACED AT A MAXIMUM 24" O.C. 2" X 4" SUPPORT POST ROOF TO VERTICAL SUPPORT SCALE: I"= I' -O" ULTIMATE DESIGN WIND SPEED 140 MPH NORMAL DESIGN WIND SPEED 108 MPH RISK CATEGORY: II WIND EXPOSURE: B TESTING PER ASTM 72-05 .AS PERFORMED BY HURRICANE ENGINEERING AND TESTING, INC. SECTION 1620 HIGH -VELOCITY HURRICANE ZONES —WIND LOADS 1620.1 BUILDINGS AND STRUCTURES, AND EVERY PORTION THEREOF, SHALL BE DESIGNED AND CONSTRUCTED TO MEET THE REQUIREMENTS OF CHAPTER 26 THROUGH 31 OF ASCE 7. 1620.2 WIND VELOCITY (3 -SECOND GUST) USED IN STRUCTURAL CALCULATIONS SHALL BE AS FOLLOWS: MAIMI-DADE COUNTY RISK CATEGORY I BUILDING AND STRUCTURES: 165 MPH RISK CATEGORY II BUILDING AND STRUCTURES: 175 MPH RISK CATEGORY III AND IV BUILDING AND STRUCTURES: 186MPH BROWARD COUNTY RISK CATEGORY I BUILDING AND STRUCTURES: 156 MPH RISK CATEGORY II BUILDING AND STRUCTURES: 170 MPH RISK CATEGORY III AND IV BUILDING AND STRUCTURES: 180 MPH 1620.3 ALL BUILDINGS AND STRUCTURES SHALL BE CONSIDERED TO BE IN EXPOSURE CATEGORY C, UNLESS EXPOSURE CATEGORY D APPLIES, AS DEFINED IN SECTION 26.7 OF ASCE 7. 1620.4 FOR WIND FORCE CALCULATIONS, ROOF LIVE LOADS SHALL NOT BE CONSIDERED TO ACT SIMULTANEOUSLY WITH THE WIND LOAD. SECTION 1622 HIGH -VELOCITY HURRICANE ZONES —SCREEN ENCLOSURES 1622.1 SCREEN ENCLOSURES. 1622.1.1 THE WIND LOADS ON SCREEN SURFACES SHALL BE PER ASCE 7 BASED ON THE RATIO OF SOLID TO GROSS AREA. 1622.1.2 DESIGN SHALL BE BASED ON SUCH LOADS APPLIED HORIZONTALLY INWARD AND OUTWARD TO THE WALLS WITH A SHAPE FACTOR OF 1.3 AND APPLIED VERTICALLY UPWARD AND DOWNWARD ON THE ROOF WITH A SHAPE FACTOR OF 0.7. EXCEPTION: SCREEN ENCLOSURES SHALL BE PERMITTED TO BE DESIGNED IN ACCORDANCE WITH THE AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS. CONSTRUCTION DOCUMENTS BASED ON THE AFF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS SHALL BE PREPARED AND SIGNED AND SEALED BY AN FLORIDA REGISTERED ARCHITECT OR ENGINEER. COMPOSITE PANELS COMPLY WITH CHAPTER 7 SECTION 719, CHAPTER 8 SECTION 803, CLASS A INTERIOR FINISH, AND CHAPTER 26 SECTION 2603. ALL LOCAL BUILDING CODE AMENDMENT SHALL BE ADHERED TO AS REQUIRED. TABLE: 1. - PANEL, BEAM AND COLUMN MIN. ROOF PANEL: 3" X 0.024 X 2 - LB EPS PANEL OR EQUAL (SPAN 15' AND ALLOWABLE DEFLECTION L/240) BEAM: 2X4 (BEAM THICKNESS - 0.136" TOP, 0.045 SIDE ) COLUMN: 2X4 MIN. (BEAM THICKNESS - 0.136" TOP, 0.045 SIDE ) E E NBOOM �IELL��TION 2" X 4" COLUMN SUPPORT SEE TABLE 1. GOLUMN SUPPORT RAIL r o-ki 11, 1t f --r-I A�t I "-%t --T A l l M a� ALUM. KICK PLATE 3" INSULATED THICK ROOF 1'-0" SEE TABLE 1. 9'_111,::::j49'-1 1" ALUM. KICK PLATE REINFORCED CONC. SLAB FIBERMESHW/ W6X6 WWF =R VAPOR BARRIER )PE SLAB AT )/8" PER FT. 4Y FROM HOUSE ALUM. KICK PLATE �r-15GREEN ROOM SIDE ELEVATION 0 I N SCALE: 51&'=I'-0" 1" X 2" SCREEN SUPPORT MEMBER ANCHOR WITH Y4" X 2 1/4" LAG SCREWS OR ALTERNATIVE CONCRETE ANCHORS SPACED AT A MAXIMUM 24" O.C. 2" X 2" SCREEN SUPPORT MEMBER X2" X 2" GAURD A-1 N RAIL N � ,d. EQ. EQ. EQ. 12'-0" SANFORD 4" REINFORCED CONC. SLAB OF'OARTN�� W/ FIBERMESHW/ W6X6 WWF OVER VAPOR BARRIER SLOPE SLAB AT A" PER FT. # 2 0 9 AWAY FROM HOUSE SCREEN ROOM SIDE ELEVATION SCALE: 50*' -0" TATLOR D"CIGH CONSULTA11TS 2608 Quail Pond Way Kissimmee, FL 34743 Ph: 845-893-1011 rtaylor@tdesign-ny.com ■ ■ ■ NAME: STATE LIC. No. CONSULTANTS: CIVIL: CONSULTANT NAME Tele. 000.000.0000 STRUCTURAL XIAOMING ZHONG - FL.PE. 52813 Tele. 000.000.0000 MECHANICAL, ELECTRICAL, PLUMBING CONSULTANT NAME Tele. 000.000.0000 REVISIONS N0. ISSUE DATE DRAWING TITLE: OONSTRIJOTION PLANS DATE: 4/21/14 PROJECT NO.: 01.HOLMES.2014 DRAWN BY: T.D.C. CHECKED BY: DRAWING NO: Al r{;