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Home My WebLink About110 Jinkins Cir #16-917- renovationsJob A(Idress: r't' Q 6,51 - historic District: Yes ❑ No ❑ Pa reel ID: - Z..G b 50"t/ 00 — 0 k30 Residential Commercial[, Type of Work: New ❑ Addition ❑ Alteration ` Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: hUmC rc Lg�n i Plan Review Contact Person: �- ��c r l�_ Title: / r c dz ✓nem Phone: Fax: Email: ,, Property Owner Information Name Phone: yu? yJl -'a 4/ 0 G Street: �� U —�.�� T,'��r,.s it��P Resident of property? : _ 9cs, City, State Zip: .Sc��v( Contractor Information NaIIi Phone: Street: Fax: City, State Lip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Lip: E-mail: Bonding Company: Address: Mortgage Lender: pk*iis Ar 11 -::ye Address: � �' � Q WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR ItNIPROVEINIENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT INIUS'T 13E RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND 1.O OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AT'T'ORNEY 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 ofall 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. PBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S°i Edition (2014) Florida Building Code ttcvised: June 30, 2015 Permit Application �z�arxw�r�� RENOVATION PLANS 110 E. RN KINS CT. SANFORD, FL 32773 A ABV. ABOVE E EA, EACH I LD. INSIDE DIAMETER Q QT QUARRY TILE ACT ACOUSTICAL CEILING TILE E,I,F.S. EXTERIOR INSULATION FINISH SYSTEM INLAND. INCANDESCENT BUILDING SECTIONSl Q2 ADJ, ADJUSTABLE E.J. EXPANSION JOINT INSUL. INSULATION R R RISER A,F,F. ABOVE FINISHED FLOOR ELEC, ELECTRICAL R/A RETURN AIR AHU AIR HANDLING UNIT EL.,ELEV. ELEVATION J JAN. JANITOR REBAR REINFORCING BAR ALUM. ALUMINUM EQUIP, EQUIPMENT JS T. JOIST RECEPT. RECEPTACLE ANDD. ANODIZED EQUIV. EQUIVALENT I REF. REFERENCE APPROX, APPROXIMATE ESCAL. ELECTRIC WATER HEATER M MAS. MASONRY REINF. REINFORCED ARCH. ARCHIIECIURAL E.W.C. ESCALATOR MAIL MATERIAL REQ'O REQUIRED EXf. EXTERIOR MAX. MAXIMUM R. D. ROOF DRAIN B UD. BOARD MECH. MECHANICAL RfU ROOF TOP UNIT BLDG. BUILDING F F.C.O. FLOOR CLEAN OUT MEP MECHANICAL, ELECTRICAL, PLUMBING R.M. ROOM BLK. BLOCK F. D. FLOOR DRAIN MET, METAL R.O. ROUGH OPENING BLKG. BLOCKING F. S. FLOOR SINK MFR. MANUFACTURER BM. BEAM F. 1. FIRE EXTINGUISHER MIN. MINIMUM S S/A SUPPLY AIR B.F.F. BELOW FINISHED FLOOR F.E.C. FIRE EXTINGUISHER AND CABINET MISC. MISCELLANEOUS S.A.C. SUSPENDED ACOUSTICAL CEILING BDL BOTTOM F.H.C. FIRE HOSE CABINET M.O. MASONRY OPENING SAN. SANITARY FIN. FINISH M.S.G. MANUFACTURER STANDARDS GAGE S.C. SOLID CORE C CLG. CEILING FLR, FLOOR MTD. MOUNTED S. F. SQUARE FOOT C. J, CON IROL JOINT FLOUR. FLUORESCENT SIM. SIMILAR 4 CENTER LINE F[0, FOOTING N N.I.C. NOT IN CONTRACf SPEC. SPECIFICATIONS C.O. CLEAN OUT NONCOM. NONCOMBUSTIBLE SPKLR, SPRINKLER C.M.U. CONCRETE MASONRY UNIT C CA. GAUGE N.T.S. NOT TO SCALE SQ. SQUARE COL. COLUMN GALV. GALVANIZED S/S STAINLESS STEEL CON IN. CONTINUOUS C.C. GENERAL CON FRAC TOR 0 O.C. ON CENTER STRUCT. STRUCTURAL CON IR. CONTRACTOR C.F.I. GROUND FAULT INTERCEPTOR O.D. OVERFLOW DRAIN STD, STANDARD GONG. CONCRETE C.I. GALVANIZED IRON O.H. DR. OVERHEAD DOOR. SIL. STEEL CT CERAMIC TILE GND. GROUND OPNG. OPENING SUSP SUSPENDED CW COLD WATER GYP. GYPSUM S&R SHELF AND ROD P PL. PLATE D DBL, DOUBLE H HDWD. HARDWOOD PLAM PLASTIC LAMINATE T THK. THICK DEG, DEGREE HOW'R HARDWARE PLAS. PLASTER LO.S. TOP OF STEEL DEPT. DEPARTMENT H.C. HANDICAP PLYWD. PLYWOOD T.O.W. TOP OF WALL DE TL. DETAIL H.S. HAND SINK PNL PANEL TRD. TREAD DIAM, DIAMETER H.M. HOLLOW METAL P.O.B. POINT OF BEGINNING TYP. TYPICAL DIM, DIMENSION HOR. HORIZONTAL POL. POLISHED ON. DOWN H.P. HIGH POINT PREFAB. PREFABRICATED U U.N.O. UNLESS NOTED OTHERWISE DR. DOOR HR. HOUR P. f. PRESSURE TREATED OS DOWN SPOUT HT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT `/ V.C.T. VINYL COMPOSItION TILE DWG. DRA'MNG HW HOT WATER P.S.I. POUNDS PER SQUARE INCH V<RT. VERTICAL PT POINT VEST, VESTIBULE V.LF. VERIFY IN FIELD „a ARCIflTirEX""-�17URALSYMB(--')"LS 000INTERIOR ELEVATIONS WITH OUT DOOR NUMBER INDICATION m WALL SECTIONS ROOM NUMBER WOOD WH RM. NAME --- - ROOK NAME fD BUILDING SECTIONSl Q2 r EXTERIOR WALL TYPE5 DRAWING NO. -- a1 EXTERIOR ELEVATIONS FEO- FIRE EXTING.115HER SHEET NO. KEYNOTES WALL / PARTITION TYPE IDENTIFICATION 0 REVISIONSEL. 0'-00' AF.F. ' ELEVATION DATUM POINT REF. POINT ENLARGED DETAILS FLOOR PLAN DRAWING TITLE AI OR FLOOR PLAN 8CALE, 1/4• - I' I 9 CONSTRUCTION RA WINGS W W/ WITH W/0 WITH OUT W.C.O. WALL CLEAN OUT W. C. WATER CLOSET WD, WOOD WH WATER HEATER WT WEIGHT W.W.F. WELDED WIRE FABRIC W.W.M. WELDED WIRE MESH Y YD YARD SANF0-ItxDT'*%,-., ,FLORIDA ENGINEER WEBSITE: WWW.LIURRtCANEGROUP.COM (407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 AL'I,AMON'I'E SPRINGS, FL 32716 FLORIDA CERTIFICA`I'E OF AUTHORIZATION #7905 STRUCTURAL NOTES: I. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 2a DAY5 FOR SLAB AND FOOTINGS, PROVIDE 3000 P.S.I. AT 2a DAYS FOR CONCRETE BEAMS AND COLUMNS. 2. ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED STEEL MINIMUM GRADE 60 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617 OR A106. U.N.O. 3. CONCRETE MA50NRY UNITS SHALL BE IN ACCORDANCE WITH A5TM C90 WITH MINIMUM NET AREA COMPRESSIVE 5TRENGTH OF 1900 P.5.1. (F'm = 1500 P51) 4, MORTAR SHALL BE TYPE M OR 5 IN ACCORDANCE WITH A5TM C210 5, GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.5.1, AT 2& DAYS IN ACCORDANCE W/ ASTM C1019 OR A5TM C476. 6. 501L BEARING CAPACITY : 2000 P5F (MIN.) 1. FILL FOR FLOOR SLAB5 SHALL BE PLACED IN 12" LAYERS AND ROLLED AND/OR COMPACTED TO MINIMUM FIELD DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY VALUE PER A5TM D-1551, ALL FILL SHALL BE CLEAN AND FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. 0. ALL MA50NRY OPENINGS HAVE PRECAST HEADERS UNLE55 NOTED OTHERWISE. 9. REINFORCEMENT BAR LAP AT SPLICES 13 TIES - la' MIN. OTHER. W.W.F. - la" MIN. #4 BAR - 24' MIN. 15 BAR - 30' MIN. #6 BAR - 36" MIN. 11 BAR - 42' MIN, II. ALL LUMBER SHALL BE #2 SYP TYP, U.N.O. 12, ALL WOOD STRUCTURAL MEMBERS SHALL BE CONTROLLED STRE65 GRADE LUMBER HAVING A FIBER 5TRE55 IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 13, ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING ARE INTENDED TO BE TYPICAL, AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR 51TUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN, PLUMBING 1, WATER HEATER T 4 P RELIEF VALVE TO BE FULL 51ZE TO EXTERIOR. 2, WATER HEATER AT FLOOR LEVEL TO BE IN A PAN W/ DRAIN TO EXTERIOR ( W/ THERMAL EXPANSION DEVICE). 3, SHOWER FIXTURES SHALL CONTAIN TEMPERATURE CONTROL VALVES. 4. ALL H05E 5IB5 SHALL HAVE BACK FLOW DEVICES. 5. MAIN PLUMBING VENT SHALL BE 3'� MINIMUM. MECHANICAL 1. DRYER VENT SHALL NOT EXCEED 25'-0" 2. ALL AIR RETURNS MUST HAVE FIRE 5TAT5. 3. A/C UNITS SHALL HAVE A MIN, OF 4" CLEARANCE ON ALL SIDES GENERAL NOTES I. CONTRACTOR TO VERIFY ALL DIMEN51ON5 IN FIELD. 2, CONTRACTOR SHALL CALL ENGINEER WITH ANY OUE5TION5 PRIOR TO PROCEDING WITH CONSTRUCTION STRUCTURAL. DESIGN CRITERIA I. CODES: FLORIDA BUILDING CODE 2014 RESIDENTIAL ASCE -1 2. DESIGN LIVE AND DEAD LOADS: FLOOR: LL = 40 PSF DL = 15 PSF STAIRS: LL = 40 PSF DL = 15 P5F ROOF: PER TRUSS MANUF, OR LL = 20 PSF DL = 15 PSF - SHINGLE LL = 20 PSF DL = 25 PSF - TILE 3. DESIGN CRITERIA FOR WIND (ASCE - 1) WIND 5PEED VDT = 140 MPH (3 SEC. GUST) WIND 5PEED VAgp = 10a MPH WIND IMPORTANCE FACTOR = 1.0 (BUILDING CATEGORY 11) WIND EXPOSURE CATEGORY = B ENCLOSED APPLICABLE ll\lTERNAL PRESSURE COEFFICIENT V- 0.1a (INCLUDED IN DESIGN WIND LOADS) COMP, 4 CL ADDING DE51GN WIND PRE55URES ROOF SEE FIGURES TO RIGHT WINDOWS' AND DOORS SEE FLOOR PLAN WALL5 + 36, - 4a PSF rDjjR/AWMcG"'iNj ME I TITLE SHEET REVISIONS COVERSHEET A-00 FOUNDATION PLAN A-01 EXISTING FLOOR / DEMO PLAN A-02 PROPOSED FLOOR PLAN A-03 ELECTRICAL PLAN A-04 DETAILS DS -01 RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE ;I SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY 1'0 VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SI"IALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM -THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 5)\LD/ 0 SANFORD �FpARTCI`�r- #16-917 AUG 18 2016 z z O 0 4' CONC. FIBERMESN CONCRETE OVER .006 CLEAN,TREAl TO 2500 OI 4' CONC. 5L 10-10 W.W.M. CONCRETE OVER .006 CLEAN,TREAI TO 2500' TYP h' CONC. SLAB lU/ FIBERME51H 2500 P.5.1. CONCRETE' 'w 28 I7AY(,; SUS SLAB 'ER FOOT OUSE FOUNDATION PLAN SCALE: 1/4" = 1'-0" U/ 5d COOLERS 9 1' O.0 . PLATE W1 1/2'X S' 'ALTERNATE: 1/2' � (o' MIN. EMBED.) EXIST. SLAB AS REQ'D J FTG. W/ (2) "5 CONT. (I -STORY) FTr;;. UJ/ (3) "5 CONT. (2-5TORY) . 5LAB UJ/ a 2500 P.S.I. m 25 DAYS V15G2. OVER TED 4 COMP. P.S.F. FILL )R LAB W1 6X6 .2F200 P.S.I. ?w 25 DAYS VISA. OVER TED 4 COMP. P.S.F. FILL TYP. ��j1LDING, -SANFORD f- DRAWING NUMBER ENOVATION PLANS A `a rn 4 � w0 O ' n w ci s P Il Z ♦� � u O Q H C � f M w C� •D I -i 1—a o w (L C-� LIL SEAL 0 i OF ' 18 2016 Il Z H (L C-� LIL SEAL 0 i OF ' 18 2016 - OF 4&SEAL N 8 ' STP P OF . At.� AUG 18 2016 a N F tr Q C-1 c7 i LL � Q LI -11 - _ ♦� SHEET woo NUMBER C m Z o �) fA � w - OF 4&SEAL N 8 ' STP P OF . At.� AUG 18 2016 tr Q C-1 c7 i LL � Q LI -11 - _ - OF 4&SEAL N 8 ' STP P OF . At.� AUG 18 2016 tr Q C-1 c7 i � Q SHEET NUMBER - OF 4&SEAL N 8 ' STP P OF . At.� AUG 18 2016 4=03 - OF —,-- -ft) 4 & SEAL Vf E F NAI. 0 IlI010 SEP 2 6 2016 CL CD cv C L W - IL 4=03 - OF —,-- -ft) 4 & SEAL Vf E F NAI. 0 IlI010 SEP 2 6 2016 CD cv SHEET NUMBER 4=03 - OF —,-- -ft) 4 & SEAL Vf E F NAI. 0 IlI010 SEP 2 6 2016 �7LEC,NICAL LEO END DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER wa WEATHERPROOF DUPLEX OUTLET .F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET k� D HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET :a DUPLEX OUTLET IN FLOOR k�)a 220 VOLT OUTLET �.__ WALL SWITCH $3 THREE-WAY SWITCH J.h FOUR-WAY SWITCH �R RHEOSTAT SWITCH ll E CEILING MOUNTED INCANDESCENT LIGHT FIXTURE w w Opt WALL MOUNTED INCANDESCENT LIGHT FIXTURE j UNDER CABINET 4' CAN LIGHT FIXTURE P LIGHT FIXTURE WITH PULL CHAIN H REINFORCED JUNCTION BOX '(XLMV HOLLYWOOD STRIP LIGHT _Z5- WALL MOUNT FLUORESCENT LIGHT FIXTURE co- FLUORESCENT LIGHT FIXTURE ® EXHAUST FAN - - EXHAUST FAN/LIGHT COMBINATION OUTLET FOR GARAGE DOOR OPENER (OPTIONAL) CN�M�B CHIMES (OPTIONAL) PUSH-BUTTON SWITCH (OPTIONAL) sp SMOKE DETECTOR / CARBON MONOXIDE DETECTOR COMBO [F H TELEPHONE (OPTIONAL) TV TELEVISION (OPTIONAL) QQ THERMOSTAT 1E ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN Q� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR O CEILING FAN 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODE5. 2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GF 1) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 3. PROVIDE CARBON MONOXIDE ALARM FOR NEW CONSTRUCTION AND UPGRADE EXISTING IN ACCORDANCE W/ FBC 2014 AND NEC. s ELE_cTRI:�AL 0ENERAL NOTE5: U INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE FOLLOWING CODES AND STANDARDS. A. NFPAlo B. NFPA12 2) CONDUIT ROUTING AND DEVICE / EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE AND LOCATE AS REQUIRED. 3) COORDINATE LOCATIONS OF ELECTRICAL FIXTURES, ARCHITECTURAL DETAILS PRIOR TO ROUGH -IN: LOCATE LONG AXIS VERTICALLT. 4) CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION: REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATION AND SIZE OF EQUIPMENT WHICH ATE PROVIDED BY OTHERS AND CONNECTED BY ELECTRICIAN. 5) VERIFY ALL DOOR 5WING6 WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGHING IN FOR LIGHT SWITCHES. 6) HEIGHT OF DEVICES A.F.F. SHALL BE TO CENTERLINE UNLESS NOTED OTHERWISE. l) ALL 125 VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES FOR ALL AREAS SPECIFIED IN SECTION 210.52 OF NEC 2005. S) ALL BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE PHASE, 15- AND 20- AMPERE OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT -INTERRUPTER, COMBINATION TYPE, LISTED TO PROVIDE PROTECTION OT THE ENTIRE BRANCH CIRCUIT. W IN ONE AND TWO FAMILY DWELLINGS SMOKE DETECTORS ARE REQUIRED IN ALL SLEEPING ROOMS AND IN THE IMMEDIATE VICINITY OF ALL SLEEPING CLUSTERS. EACH ADDITIONAL STORY OF A RESIDENCE MUST HAVE SMOKE DETECTORS (INCLUDING BASEMENTS) PREFERRABLY NEAR STAIRWELL. IN NEW CONSTRUCTION SMOKE DETECTORS MUST BE HARD WIRED AND INTERCONNECTED SO WHEN ONE 15 ACTIVATED, ALL ALARMS ARE ACTIVATED, ALL UNITS MUST HAVE BACKUP BATTERIES. rvENERAL NATER HEATER NOTE5: WATER HEATERS SHALL BE EQUIPPED WITH TEMPERATURE 4 PRESSURE RELIEF VALVE CONNECTED TO DISCHARGE PER SECTION 504.6.1 OF THE FBG 2014 EDITION - PLUMBING. WATER HEATERS INSTALLED IN HABITABLE SPACES SHALL BE INSTALLED IN A PAN WITH A MINIMUM DEPTH OF 1-1/2'. i 71. I I i 6 I ;GFI, J LJ\\ r I�1 r�I �I REF. I \ 0 0 0 0 0 0 l—J L� \ / RANGEIDAU .� ...... _..... ._...... .... ..... ---- _._._....._.- j I OINTERIOR E1.EV,4TION LIGHTS �D O _ O O O O O \\ MIRROR n � "c r w p t5 5HOWER rr— - - -- �_== _ - - F-1 J SPLASH �.__ I I L ll E _, w w Opt 3 INTERIOR ELIV,ATION 3/6�. J m� s 01NTERIOR ELEVATION .3/6.!j�-�� MIRROR \ SPLASH / u_k__ ILI INTERIOR ELEVATION TUB (j)INTERIORE!_EV,4TION LIGHTS O O O O MIRROR SPLASH F_n � I I TUB INTERIOR ELEVATION I r-1 c6 W 1 r•J S"f 15 969-M. t-r~rlt)�> (5',jcVk A5 A CoWc..YM Q6' W tR.E UIQ. J row— 'kmt K t Dm- f /C(,, wUK-+...- 0ILDIA V � IQ SA�1j oF�� ELECTRICAL PLAN SCALE: 1/4" = 1'-0" # 1 9 1 7 r DRAWING NUMBER ENOVATION PLAN Qv U X Q Q) O LL_is� I-rn C) nn� t-�Or CA V z = � Luj ~ n w IL Lu I lLLI �D O a n � "c w p •� ` � w w Opt V) H /4)- L 4, �ZI o d -I o� IL Lu I lLLI �- EX15T. RAFTER MT512 DBL. TOP PLATE W/ 32' MIN. SPLICE LAP TYP. 5P4 OR 6P2 OR H5 a EA. STUD TOP SEE LIMITING HEIGHT CHART FOR STUD REQUIREMENTS IV 0/C TYR BLOCKING w MID SPAN 1/2' GYPW1 W/ 5D COOLERS e T O/C PT 2X4 BOTT. PLATE W/ 1/2' X 6' A.B. 32' O.C. (ALTERNATE: 1/2' EXP. ANCHOR 6' MIN. EMBED.) SIMPSON SPI OR 5P4 OR H4 e EA STUD BOTTOM 4' CONC. SLAB 5AW-CUT EXIST. SLAB AS REQV a� d r — 10'D, X 201W. FTG, W/ 10' (I-5TOR I _ III=III— o I — (3) "5's CONT. (I -STORY) 12' (2-5TORY = — _ _ III=I 1 I �—III—I I— — —III—I I- 12'D. X 24'W. FTG. W/ 111-111-111=111=111=111— ' (3) 15'e CONT. (2 -STORY) &TYPICAl INTERIOR BEARING WALL T.S. CONTRACTOR USE ANY OF MENTIONED CONNECTORS 6P4, 61-2 OR H5 ROOF FRAMING MEMBERS (SEE CONNECTOR CHART SCHEDULE FOR TRU55 STRAPS). 5P4, 5PI OR H4 CONTRACTOR USE ANY OF MENTIONED CONNECTORS DOUBLE TOP PLATE 1/2' PT PLYWOOD EXTERIOR SHEATHING NAILED IN ACCORDANCE WITH FRAMING NOTES AND ZONE CHART ON SHEET A-04 WHEN ATTACHING TO CMU BLOCK: 2X P.T. WALL STUD W/ (3) 1/2' DIA. ANCHOR BOLTS TO BLOCK W/ 41/2' MIN. EMBED, (ALTERNATE -MIN ASTM A3(o t 1/2' THREADED ROD FITTED INTO %' DIA HOLE BLOWN CLEAN W/ 4 la' EMBED. W/ Y_ SIMPSON SET -PAC EPDXY.) WHEN ATTACHING TO FRAME: u 2X P.T. WALL STUD W/ 3/5' X 6' LAG O BOLTS TO EXT. FRAME 8' FROM TOP / BOTT. AND 32' O/C THEREAFTER VXV A.5.32' O/C EMBED 6' MIN. INTO FND. (ALTERNATE -MIN ASTM A36 1/2' THREADED ROD FITTED INTO %' DIA. HOLE BLOWN CLEAN W/ 6' EMBEDMENT W/ 51MPSON SET -PAC EPDXY. LI. 2x PT BOTTOM PLATE TYP. FRAMING 4 CONNECTIONS FOR OPENING5 in'. r-0' WALfY PkWAST COWANY LOTT'S CONCRETE PRODUCTS, INC. WEKIWA CONCRETE PRODUCTS P.O. BOX 771255 P.O. BOX 279 WINTER GARDEN, FL 34777 ZELLWOOD, FL 32798 WINDOUI5, PORCH, 4 GARAr E DOORS PRECAST LINTEL (g"Xg" FILLED) PRECAST LINTEL (8"XI&" COMPOSITE) Total Allowable 5uperlmpoeed Load - Pound5 per Linear Foot FASTENERS 4 LOADS CELL m EA. SIDE OF HE DER Clear Span Lintel Size Filled (1)'5 Filled (2) 05 Sx 16' S' x 16' Filled (1) 05 Filled (1) 05 8'x8' (PTL B) 8'x8' (DTL C) T (DTL H) T415 (DTL J) SEE DRILL AND DOWEL REQUIRED PRIOR TO PRECA5T (A) (G) L -I 3'-2" 4'-6' 21'05 2165 3211 9167 (2) 2x8 W/ 1/2' GDX FLITCH RAFTER/iX3188 PLATES 1`1 F2 H4 (4) 8d (4) 8d 165 160 360 v Q J°� FL10456.3 SIMPSON LSTAIS W/ (14)-10d R�FTER/TRI.I$S PLATES F1 F2 I. INSERT DOWELS VERTICAL H5 (4) Bd (4) 8d 115 200 NAILS 0 BOTTOM OF HEADER 1 FL10456.3 SPI $Tl1D PLATE FI HEADER STUDS PRESENT (6) loci (4) 10d 585 -10456.11 SPLIT FACE OF BLOCK +� STUD PLATE FULL LENGTH WALL STUDS PROP. FILLED CELL LOC- 5P2 (6) lod (6) lod S90 ATION. (TYPJ FL10456.11 5P4 Ll= -135 FL10456.11 leg. 5IMP50N SET -KIT, SET PAC) MT512 (14) loci 1000 FL10456.8 U 9 1c� (14) lodxl Y' 840 OPTIONAL IN51EDF W � 0 5P4, 5PI OR H4 CONTRACTOR USE ANY OF MENTIONED CONNECTORS DOUBLE TOP PLATE 1/2' PT PLYWOOD EXTERIOR SHEATHING NAILED IN ACCORDANCE WITH FRAMING NOTES AND ZONE CHART ON SHEET A-04 WHEN ATTACHING TO CMU BLOCK: 2X P.T. WALL STUD W/ (3) 1/2' DIA. ANCHOR BOLTS TO BLOCK W/ 41/2' MIN. EMBED, (ALTERNATE -MIN ASTM A3(o t 1/2' THREADED ROD FITTED INTO %' DIA HOLE BLOWN CLEAN W/ 4 la' EMBED. W/ Y_ SIMPSON SET -PAC EPDXY.) WHEN ATTACHING TO FRAME: u 2X P.T. WALL STUD W/ 3/5' X 6' LAG O BOLTS TO EXT. FRAME 8' FROM TOP / BOTT. AND 32' O/C THEREAFTER VXV A.5.32' O/C EMBED 6' MIN. INTO FND. (ALTERNATE -MIN ASTM A36 1/2' THREADED ROD FITTED INTO %' DIA. HOLE BLOWN CLEAN W/ 6' EMBEDMENT W/ 51MPSON SET -PAC EPDXY. LI. 2x PT BOTTOM PLATE TYP. FRAMING 4 CONNECTIONS FOR OPENING5 in'. r-0' WALfY PkWAST COWANY LOTT'S CONCRETE PRODUCTS, INC. WEKIWA CONCRETE PRODUCTS P.O. BOX 771255 P.O. BOX 279 WINTER GARDEN, FL 34777 ZELLWOOD, FL 32798 WINDOUI5, PORCH, 4 GARAr E DOORS PRECAST LINTEL (g"Xg" FILLED) PRECAST LINTEL (8"XI&" COMPOSITE) -ET DETAIL. '13' DETAIL 'C' DETAIL 'D' DETAIL 'H' DETAIL 'J' D TAIL. 'K' INSTALL NEW PRECAST HEADER W/ (U S BAR CONT, 4 4' MIN. BEARING EACH END C ,IQT PY-1KIP1 RG AM Total Allowable 5uperlmpoeed Load - Pound5 per Linear Foot FASTENERS 4 LOADS CELL m EA. SIDE OF Mark No. Clear Span Lintel Size Filled (1)'5 Filled (2) 05 Sx 16' S' x 16' Filled (1) 05 Filled (1) 05 8'x8' (PTL B) 8'x8' (DTL C) T (DTL H) T415 (DTL J) SEE DRILL AND DOWEL REQUIRED PRIOR TO PRECA5T (A) (G) L -I 3'-2" 4'-6' 21'05 2165 3211 9167 -ET DETAIL. '13' DETAIL 'C' DETAIL 'D' DETAIL 'H' DETAIL 'J' D TAIL. 'K' INSTALL NEW PRECAST HEADER W/ (U S BAR CONT, 4 4' MIN. BEARING EACH END C ,IQT PY-1KIP1 RG AM NTS FTG. W/ 15 - — 4' CONC, 5 REBAR TYP. `— BENT BAR W/ 30' LAP E.W. TTP. @_00 RNER BAR PTL. N T.B. BOTTOM PLATE C.M.U. P.T. END STUD 1/2' ANCHOR BOLT A 24' O/C (VERT.) OR 5/V EXP. ANC. 24' O/C (YERT.) W/ V EMBED, 4 V FROM ENDS )�ZM�ITO�11L�IICK CONNECTION 5I MP50N 5TRAPPI NCS 5CHEt L ANY MENTIONED STRAP MAY >3E SUBSTITUTED POR roi, 41 OF2 NEW FILLED FASTENERS 4 LOADS CELL m EA. SIDE OF NOTE: UIINDOW / DOOR OPENING SHORE EX15T, BUND BEAM AS SEE DRILL AND DOWEL REQUIRED PRIOR TO PRECA5T DETAIL THIS SHEET HEADER INSTALLATION FOR REQUIRENENT5 RETROFI'r OPENING DETAIL NTS FTG. W/ 15 - — 4' CONC, 5 REBAR TYP. `— BENT BAR W/ 30' LAP E.W. TTP. @_00 RNER BAR PTL. N T.B. BOTTOM PLATE C.M.U. P.T. END STUD 1/2' ANCHOR BOLT A 24' O/C (VERT.) OR 5/V EXP. ANC. 24' O/C (YERT.) W/ V EMBED, 4 V FROM ENDS )�ZM�ITO�11L�IICK CONNECTION 5I MP50N 5TRAPPI NCS 5CHEt L ANY MENTIONED STRAP MAY >3E SUBSTITUTED POR roi, 41 OF2 EXIST. ROOF SYSTEM ROOF STRAPPING= 1Iml DRILL 6' INTO EXIST. -k141 EPDXY 4 DRIVE 05 4 BEN MODEL FASTENERS 4 LOADS UPLIFT ADDITIONAL NOTES PRODUCT u Il.11-. VERT., 25' LAP REQ'D, APPROVAL ` w RAFTER/iX3188 PLATES 1`1 F2 H4 (4) 8d (4) 8d 165 160 360 v Q J°� FL10456.3 R�FTER/TRI.I$S PLATES F1 F2 I. INSERT DOWELS VERTICAL H5 (4) Bd (4) 8d 115 200 455 1 FL10456.3 SPI $Tl1D PLATE FI PRESENT (6) loci (4) 10d 585 -10456.11 SPLIT FACE OF BLOCK +� STUD PLATE 2. 3/4' HOLE:, SLOW AND 5RU5H GLEAN PROP. FILLED CELL LOC- 5P2 (6) lod (6) lod S90 ATION. (TYPJ FL10456.11 5P4 8712 (6) lodxl y' -135 FL10456.11 leg. 5IMP50N SET -KIT, SET PAC) MT512 (14) loci 1000 FL10456.8 U 9 1c� (14) lodxl Y' 840 OPTIONAL IN51EDF W � 0 L 5TA18 DOWF=L O U FL FL 10852.6 (14) loci 1130 DRILL 6' INTO EX15T. FTG., h F2 DBL META IN8TALLATION UFLIFT META20 (T) 16d 335 635 Y' 1450 1 PLY TRU88 (12) 10dx1i' 1985 FL114-13.9 VERT., 25' LAP RFQ'D, (9) 10dxi 145(0 2 OR 3 FLY TFij., S (14) Trod Iwo LTT20B ANCHOR NAIL$ %' (10) loci 1500 FL11496.1 HU526 HEADER JOIST FLOOR goop FL10655.24 ♦ - L_" (14) Ibd (6) 16d 2565 32(05 1550 FHU2(- HEADER J015T FLOOR � z Z 1.0 4 ~ C1 FL10655.10 (4) 16d (2) I(OdXI-I/2 535 610 24(0 NOTE: NAIL VALUER: U U6E (1) MT812 (OR INTERC14ANGABLE TIE) FOR TRUSS BASED ON 'NATIONAL. DESIGN TO FRAME WAIL OR OEAM CONNECTION UNLE88 NOTED 5f ECIFICATION5 FOR WOOD OTHERWISE (UN.0) CONSTRUCTION FROM TA51-E 8.8c - 2) USE (U META 20 (OR INTERCHANGABLE TIE) FOR TRUS5 'NAILS AND 8PIKE5 - TO BLOCK WALL CONNECTION MRG) LATERAL LOAD DESIGN VALUI V 3) USE HU526 (OR INTERCHANGEABLE TIE) FOR ALL JOIST NAIL SHEAR VALUE Obod HANGER CONNECTION$ (UN.o) bd 1030 4) USE (3) Ibd OR (3) ,13lx 3 1/4' 1 A.5ELODE GUN NAILS U0d 1250 TO FASTEN JACK TO HIP GIRDER (T413) Ibd 14V 5) (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRU$SE5610,00�01._5 DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN aln OF GIRDER TRU5SE50,500-10,0001-5 DOWNLOAD) (1) FILLED CELL REQUIRED WITHIN 4ft OF GIRDER TRU58E8(,1,500I5 DOWNLOAD) (p) FI 18 PARALLEL TO WALL. F2 15 PEWENDICULAR TO WALL. COMPLIANCE REPORT PENDING + PRODUCT APPROVAL PENDING EXIST. ROOF SYSTEM ROOF STRAPPING= 1Iml DRILL 6' INTO EXIST. -k141 EPDXY 4 DRIVE 05 4 BEN OPTIONAL INSIDE _A DOWEL REPLACEMENT � w O cf'n u Il.11-. VERT., 25' LAP REQ'D, ` w l NOTES: Ly v Q J°� 00 I. INSERT DOWELS VERTICAL AND STRAIGHT WHEN NO WALL Q PRESENT SPLIT FACE OF BLOCK +� 2. 3/4' HOLE:, SLOW AND 5RU5H GLEAN PROP. FILLED CELL LOC- 3. 5IMP50N ET EPDXY OR ATION. (TYPJ ENGINE=ER AppRovF=D EQUAL Q leg. 5IMP50N SET -KIT, SET PAC) WA 1-L. Q1 U 9 1c� OPTIONAL IN51EDF W � 0 DOWF=L O U REPLACEMENTLu DRILL 6' INTO EX15T. FTG., r-- Q EPDXY 4 DRIVE 05 4 BEND VERT., 25' LAP RFQ'D, ♦ - L_" z Z 1.0 4 ~ C1 RETROFIT M155ED DOWEL DETAIL 1/24.1'-01 ERAMINCA NOTE5: I. BEARING U)ALL NAIL PATTERN I. PLYWOOD: (FIELD) USF5D NAILS * 6' O/C (EDGE) USE SD NAILS m 6' O/C 2. GYPSUM: (FII=LD) U5E: 5D NAILS m 5' O/C (EDGE) USE 5D NAILS m 4' O/C 2• 1/2' GYPSUM CEILING: USE 51D NAILS m 1" O/C 3. SENCO 2 1/4' X .131 4 PA5ELODE 2 1/4' X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS. NAILED 1w 5' O.C. EDGES 4 m 10' O.C. FIELD 4. ALL INTERIOR LOAD BEARING WALLS TO BE 2X4 "2 SPF e 24' O.C. UP TO 14'-0' HGT. INTERIOR LOAD SEARING WALLS ABOVE 14'-0' TO BE 2X4 02 SPF Q I6' O.C. UNLE=SS OTHERWISE NOTE=D. 5. TABLE 2304.9.1, OF THE FLORIDA BUILDING CODE 2014 Ep,, NAILING REQUIREMENTS ARE IN ADC)ITION TO STRAPPING REaUIREMEENT5. J -XI5T. CLG. 5YP6UM CEILING=: USE 5D 5ml'O/C LE TOP PLATE STUDS 1@ 24' O/C TOE ED TO 50TT. / TOP TE W/ (3) 10d NAILS TYP CKING m MID SPAN ER BOTH SIDES WITH I/2' GYPSUM RDS PAINTED, VERIFY COLOR W/ .R PT BOTTOM PLATE FASTENED W/ < 3' CONC. 5CREW5 12' O/C TYP. INTERIOR PARTITION WALL 1/2' ■ 1'-0' NON LOAD BEARING �v\LDIN0 SANFORD #16-r7 i DRAWING NUMBER � ENOVATION PLAN V) z fs SIGN & SEAL � w O cf'n u Il.11-. ` w l v Q J°� 00 SIGN & SEAL r cf'n u Il.11-. Il�ll__II l SIGN & SEAL