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1939 FRANCIS AVE RES20-0073 DRAWINGSA55REVIATIONS A.G.T. ACOUSTICAL CEILING TILE ADJ. ADJACENT A/C AIR CONDITIONING UNIT ALT. ALTERNATE ALUM. ALUMINIUM AWN. AWNING: WINDOW BLK. BLOCK BOT, BOTTOM BLDG. BUILDINGS B.U. BUILT-UP GAB. CABINET CPT. CARPET C.I. CAST IRON CL. CENTERLINE C.T. CERAMIC TILE C.W. COLD WATER CONC. CONCRETE C.M.U. CONCRETE MASONRY UNIT CONT. CONTINUOUS CJ. CONTROL JOINT C.F.M. CUBIC FEET PER MINUTE DH. DOUBLE HUNG WINDOW DISP. DISPENSER DN. DOWN DWG. DRAWING EA. EACH ELEC. ELECTRIC E.W.C. ELECTRIC WATER COOLER E.W.H. ELECTRIC WATER HEATER MIN, MINIMUM EL. ELEVATION N.I.C. NOT IN CONTRACT EXH. EXHAUST N.T.5. NOT TO SCALE EXT. EXTERIOR O.C. ON CENTER F,G. FIBERGLAS OPNG, OPENING: FIN, FINISH PT PAINT FIN, CLG. FINISHED CEILINGS P.Y.C. POLYVINYL CHLORIDE FIN, FLR. FINISHED FLOOR P.T. PRE55URE TREATED F.D. FLOOR DRAIN Q.T. QUARRY TILE GALV. GALVANIZED REINF. REINFORCED GSL, BK GLA55 BLOCK WINDOW READ. REQUIRED GWB GYPSUM WALL BOARD R R15ER HDW. HARDWARE RD. ROOF DRAIN HGT. HEIGHT 5.H. SINGLE HUNG WINDOW HORZ. HORIZONTAL SWT. SHEET HB. HOSE BIBS SIM. 51MILAR H.W. HOT WATER 5L. SLOPE ID. INSIDE DIAMETER SPEC. 5PECIFICATION5 IN5UL. INSULATION 5TL. STEEL JAN. JANITOR THK. THICK JT, JOINT TEG TONGUE AND GROOVE LAM. LAMINATE (D) TYP. TYPICAL LAv. LAVATORY VERT. VERTICAL M.O. MASONRY OPENING V.C.T. VINYL COMP051TION TILE MATL. MATERIAL W.I.C. WALK-IN CLOSET MAX. MAXIMUM WRGWB WATER RE515TANT GYPSUM WALLBOARD MECR MECHANICAL W.W.M. WELDED WIRE MESH MTL. METAL W.C. WATER CLOSET M.P. METAL PANEL UR URINAL IL Lu O _2 Lu I I I I I I I I I 0 10 I I I I I I I I L I I n ® 0 n SOlp UJINED LCAID5 AREA: LOT WIND DE51GN PER FBC 2011, TABLE R301.2(2) HOUSE 2,195 SF, BASIC WIND SPEED: IMPORTANCE FACTOR: EXPOSURE CATEGORY: EXP05URE CLA551FICATION: MEAN ROOF HEIGHT ROOF ANGLE: (10 TO 30 DEGREES) EDGE STRIP 120 MPH I B ENCL05ED 16.5 FT. 303 DEGREES (1:12) 3.0 FT. COMPONENT AND CLADDING WIND LOADS g gF ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(PSF) 1 10 10.5 Ilo.O 1 20 10.0 16.0 1 50 10.0 15.0 1 100 10.0 15.0 2 10 10.5 29.0 2 20 10.0 26.0 2 50 10.0 23.0 2 100 10.0 21.0 3 10 10.5 43.0 3 20 10.0 400 3 50 10.0 36.0 3 100 10.0 33.0 4 10 18.2 190 4 20 11.4 19.0 4 50 163 11.0 4 100 15.5 11.0 5 10 182 24.0 5 20 11.4 22.0 5 50 163 20.0 5 100 15.5 19.0 DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW / DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DE51GN WIND PRESSURES SEE TABLE 160628. 7-- I I I Ii I 112"xl2" POP-UP,TOP AT PAVEMENT ELEVATIONI I -- RESIDENCE 1939 FRANCIS STREET ATLANTIC BEACH, FLORIDA d SILT FENCE w/ FILTER CLOTH MIRAFf, POLYFILTER OR APPROVED EQUAL) ON WOOD STAKES m MAX. 6'-0" O.G. FLOW - GRADE i BACKFILL FENCE AFTER PLACING FENCE 5T,4<E[) TURf5l[Dl *' SA RI SCALE: 3/4"d'-011 I. PLACE FENCE AT ENTIRE PERIMETER OF SITE, 2. FENCE MAY BE REMOVED A` WORK AREAS DURING WORK PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK PERIOD. N &Y-26'00' lora' E_ 116.00_ _ ndI d LANAI i MASTER BEDROOM i i i i i ijLi r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4" PVC, FROM RETENTION TO FRONT POP-OFF N 89° 2(o'00' E 116.00' - - 51TE FLAN SCALE: IMFEF,ViCUS SURFACE CALCULATION5: AREA: LOT 9856 5F. HOUSE 2,195 SF, DRIVE E WALK 314 5F. EQUIPMENT PADS g gF TOTAL IMPERVIOUS SURFACE AREA 3,118 SF. q IMPERVIOUS 31.bgo RETENTION REQUIRED: V=CAR/12 V=.92 x 3,118 5F. x 9.3/12 = 2223 CF. VOLUME SHOU.N = 2.236 C.F. IMPERVIOUS AVAILABLE = 1,311 S.F. 5YMBOLS NORTH INDICATES DIRECTION OF NORTH DRAWING NUMBER SECTION X Q- 514EET NUMBER WHERE SECTION 15 DRAWN DETAIL X DRAWING NUMBER p_ SHEET NUMBER WHERE A-2 DETAIL IS DRAWN A SECTIONS A-4 ELEVATION LETTER ELEVATIONS D< A-5 Bf SECTIONS A-6 SHEET NUMBER WHERE C ELEVATION 15 DRAWN I SURFACE RETENTION: I I' AVG. DEEP = 1,242 CF. INGROUND: 23'x54'x2'x0.4 =994 C.F. I TOTAL = 2,236 CF. 12"xl2" INLET,TOP AT rfpP ELEVATION OF RETENTION AREA I OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS BU I L D INCA COD 2UBY. ATE: S 2 FLORIDA RESIDENTIAL CODE 2011 EDITION NATIONAL ELECTRIC CODE 2011 EDITION CITY OF ATLANTIC BEACH ZONING CODE TYPE OF CONSTRICTION NEW CONSTRUCTION TYPE VI UNSPRINKLED SCOPE OF WOW CONSTRUCT NEW ONE STORY FRAME, SLAB ON GRADE SINGLE FAMILY RE5IDENCE. INDEX OF DRAWING5: T-1 TITLE SHEET, 51TE PLAN, DATA A-1 FLOOR PLAN A-2 ELEVATIONS A-3 SECTIONS A-4 SECTIONS A-5 SECTIONS A-6 ROOF / VENTILATION PLAN 5-1 FOUNDATION PLAN, DETAILS 5-2 ROOF FRAMING PLAN, DETAILS; NOTE 5-3 NOTES, SCHEDULE E -I ELECTRICAL PLAN, LEGEND uMMUNITY DEVEIOPMENi APPROVED REVISIONS) DATE OF ISSUE 2-28-20 DRAWN BY: HGP SHEET NO. 19025 T-1 FRANC 1 S AREA UNDER ROOF = 2,775 5F. ATTIC = 210 5F, VI 1 IV1- VVI Y REVISIONS 0 DATE OF ISSUE 2-28-20 DRAWN BY: HGP SHEET NO. 19025 A- RANCIS a m W Uj N Pj m G uz a" U o to u H W Q x 0 DATE OF ISSUE 2-28-20 DRAWN BY: HGP SHEET NO. 19025 A- RANCIS TRUSS BEARING FIN.-FLOOR----------1- FRL ROOR GRAVE SCALE: 1/4"=1'-0" HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 1i2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ad RING SHANK NAILS 0 6" O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP r 3 TRUSS BEARING— _ x31i2"HARDI TRIM CORNERBOARD, T1 PIN. FLOOR GRADE ROOF VENTS, TTP. NORTH LE\/,4TICN SCALE: 1/4"=1'-O" ROOF VENTS, TYP. HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON 12" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 86 RING SHANK NAILS g 6" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP " 3 6CUTk4 ELEVATICN SCALE: 114"=1'-0" HIGH WIND" ASPHALT SHINGLES ON 30" FELT ON X112" NOM, STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS 6 b" O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AN CLADDING EDGE STRIP 13 0" EXPOSURE CEMENT FIBER SHINGLES ON '/2" NOM. ZIP -WALL STRUCTURAL SHEATHING I LP 5MART5IDE STRUCTURAL PANEL 51DING INSTALLED FULL HEIGHT VERTICALLY ON TYVEK TYPE MEMBRANE ON2x6 STUD5 9 16" O.C. w/ R-21 BATT INSULATION, 1i2" GWB INTERIOR BEARING_` LP SMARTSIDE STRUCTURAL PANEL SIDING INSTALLED FULL HEIGHT VERTICALLY ON TYVEK TYPE MEMBRANE ON2x6 5TUD5 9 16" O.C. w/ R-21 BATT INSULATION, 1i2" GWB INTERIOR LUEF E>_EVATICN SCALE: '/4"-1'-0" FIN. FLOOR REVISION HARDI TRIM WRAPPED COLUMN, TYP. b" EXPOSURE CEMENT FIBER SIDING ON 112" NOM, TIP -WALL STRUCTURAL SHEATHING INSTALLED FULL HEIGHT VERTICALLY ON 2xb STUDS 9 Ib" O. C, w/ R-21 BATT INSULATION, 11/ 2" GWB INTERIOR, TYP WEST ELEVATIONS FIN: GR 1'D 0 SHEET NO. 19025 A-2 FRANCIS H i r , m W v v N a 46" EXPOSURE CEMENT FIBER SHINGLES a U ON '12" NOM. ZIP -WALL STRUCTURAL SHEATHING I N W g PM W Q TRUSS BEARING _ _ u OFFICE COPY HARDI TRIM WRAPPED COLUMN, TYP. b" EXPOSURE CEMENT FIBER SIDING ON 112" NOM, TIP -WALL STRUCTURAL SHEATHING INSTALLED FULL HEIGHT VERTICALLY ON 2xb STUDS 9 Ib" O. C, w/ R-21 BATT INSULATION, 11/2" GWB INTERIOR, TYP WEST ELEVATIONS FIN: GR 1'D 0 SHEET NO. 19025 A-2 FRANCIS lZimlipli WALL SECTION SCALE: '/2"=I'-0" GfRICKET r 12'-0" 0 ATTIC UM 5ULDING 5EGTION A-3 SCALE: '14"=P-0" NIGH WIND" A5PHALT 514INGLES ON 30" FELT ON 1%" NOM. STRUCTURAL 51-1EATI-LING DECKING NAILED w/ ad RING SHANK NAILS 6 b" O.C. AT PANEL EDGES AND INTERMEDIATE AND 4" OC AT COMPONENT AND CLADDING EDGE STRIP " 3 METAL DRIP ON P.T. Ix2 ON 2Xb FASCIA, TYP. ALL AROUND TYPICAL FOOTING OFFICE COPY IONS 0 UM a N x x N Wow 04 H u ¢w w H d DATE OF ISSUE 2-28-20 DRAWN BY: HGP SHEET NO. 19025 A-3 FRANCIS kIGk WIND" ASPHALT SHINGLES ON 30" FELT ON 1112" NOM. STRUCTURAL SNEATWING DECKING NAILED w/ ad 1 SANDING 5ECTION A- SCALE: 114"=I'-0" 5EE SHEET A-3 FOR ADDITIONAL NOTES 5 ON 30" FELT ON %" DECKING NAILED w/ Sd T PANEL EDrzE5 AND COMPONENT AND OFFICE COPY o m u N L41) m t x W U W O jyj v co) M w H w DATE OF ISSUE 2-28-20 DRAWN BY: NGF SHEET NO, 19025 A-4 FRANC 1 S BEDF NIGH WIND" ASPHALT SHINGLES ON 30" FELT ON '1/z" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ ed WALL 5ECTf ON SCALE: ''1/2"=1'-0" T SHINGLES ON 30" FELT ON iz" I'EATI4NG DECKING NAILED w/Sd 6" O.C. AT PANEL ED6E5 AND V O.0 AT COMPONENT AND ZIP #3 HIGH WIND" ASPHALT 5HINGLE5 ON 30" FELT ON 11/2" NOM. STRUCTURAL SHEATHING DECKING NAILED w/ 8d RING SHANK NAILS s 6" O.G. AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP'S 3 12 6" SIMPSON SDWC SCREWS EA. STUD TO TOP PLATE 1- 6" SIMPSON SDWC SCREWS = 485 Ibs UPLIFT 2- 6" SIMPSON 5DWG SCREW = 910 Ibs UPLIFT 3%"m SIMP50N TITEN HD SCREW w/ MIN. 31/4" EMBED, ON SIMPSON BP'l/z BEARING PLATE, TYP. to MAX. 32" O.C., MAX. 8" FROM CORNERS AND SILL PLATE SPLICE. 4" 5IMP50N 5DWC SCREWS a EA. STUD 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. 6" EXPOSURE CEMENT FIBER SIDING ON NOM. ZIP -WALL STRUCTURAL SHEATHING INSTALLED FULL HEIGHT VERTICALLY ON 2x6 in STUDS e 16" O.G. w/ R-21 BATT INSULATION,'z" GWB INTERIOR I TYPICAL FOOTING rF. EE/E UALL HL[D1DCJV SCALE: 11/2"=1'-0" ff)U LL.) INC3 ':)L(-; 1 IUN SCALE: '12"=1'-0" SEE SHEET A-3 FOR ADDITIONAL NOTES OFFICE COPY c REVISIONS DATE OF ISSUE 2-28-20 DRAWN BY: HGP SHEET NO. 19025 A-5 FRANCIS W WQ r w V a/ a 0 w Nas m p U Ai uN x W oEn 0 04 V 1 U W W F., Q' DATE OF ISSUE 2-28-20 DRAWN BY: HGP SHEET NO. 19025 A-5 FRANCIS O d M W Nas m p U Ai uN x W oEn 0 04 w W F., DATE OF ISSUE 2-28-20 DRAWN BY: HGP SHEET NO. 19025 A-5 FRANCIS 00 1 VENTILATION FLAN SCALE: 1/4"=l'-011 w a w OFFICE COPY REVISIONS) DATE OF ISSUE 2-28-20 DRAWN BY: HGF SHEET NO. 19025 A-6 HRANCIS 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. o" . 8 THICQNED 5LAE3 EDGE J -I SCALE: 3/4"=1'-O" SIMPSON ABU66 ON 112"o THREADED ROD EMBEDDED 7" INTO NEW SLAB w/12 -16d TO POST, TYP. 51MP50N A5U66 ON 112"0 THREADED ROD EMBEDDED 7" INTO NEW SLAB w/12 -16d TO POST, TYP. THIC<ENEE) INTERIOR o HAFRING DROF 5LA5 J-I SCALE: 3/4"=1'-O" 3000 P51 REINFORCED CONC. FOOTING w/ 1-05 BARS CONT, w/ MIN. 30" LAP THIC<EN E) 5LA5 EDGE (GARAGE) 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL PVC VAPOR BARRIER ON 95% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. cA 8" X Y4Y D 5 BAR CONT. THIO END INTERIOR NCN=SEARING DROP SLAB SCALE: 3/4" =1' -O" 4" THICK 3000 PSI FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON %% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP. Q n 3000 PSI REINFORCED e CONC. w/ 2-05 BARS CONT, _ w/ MIN. 30" LAP 2-"5 BARS CONT. w/"5 TIE is 32" O.C., TYP. THIO ENED 5LA5 = GARAGE 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, TYP, z TI OXEN 5-I j SCALE: 3/4"=1'-O" 4" THICK 3000 P51 FIBER REINFORCED – CONCRETE SLAB ON 8 MIL, PVC VAPOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/ TERMITE TREATMENT, 5-1 / SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" F LAE3, INT GRADE I'-4" \-2-"5 BARS CONT. w/ "5 TIE 6 32" O.C., TYP. T FICAL THICX NED 5LAE3 SCALE: 3/4"=I' -o" SIMPSON ABU66 ON /2"m THREADED ROD EMBEDDED 7" INTO NEW SLAB w/12 -16d TO POST, TYP. BEARING ABOVE, FLOOR OR HEADER, SEE FRAMING PLAN 4- SIMPSON M5TA24 w/ IS-IOd NAIL ON INSIDE AND OUTSIDE, TYP BOTH JAM55 OPENING, GARAGE, DOOR, WINDOW, SEE PLAN 3 - 2x6 JACK 5TUD5 SIMPSON LSTHD8 w/ 24-166 SINKERS, TYP. EA. GARAGE DOORJAMB ALTERNATE HOLDDOWN: SIMPSON HTT5 ON Na"ax6" TITEN SCREW w/ 26 IOd x I1%" SMEAR FRAME— SCALE: 112" -l' -O" SHEAR WALLS SHOWN AS: AT ALL SHEAR WALLS, WALL TO BE SHEATHED WITH NOM. SHEATHING NAILED w/ ad NAILS ov 4" O.G. AT BOUNDARIES AND AT ALL OPENINGS, AND 6" O.C. AT ALL PANEL EDGES, ALL EXTERIOR WALLS NOT SHOWN AS SHEAR WALLS SHALL BE NAILED AS SHEAR WALLS. AT INTERIOR LOCATIONS TO BE FINISHED w/ GWB, SHEAR WALL SHEATHING TO BE UNDER GWB. Q SHEAR WALL HOLD DOWN SYSTEM: 1-51MF50N HDU4-SD52.5 ON 518"O THREADED ROD SET 7" INTO SLAB w/ 51MP50N "5ET" EPDXY, OR CAST IN PLACE, AND 10-SD5 '44"x2%" TO MIN. 2-2x4 POST, TYP. EACH END, INSTALL SIMPSON CNW TRANSITION COUPLER NUT AND 1/2"o THREADED ROD TO TOP PLATE ABOVE. RODS SHALL TERMINATE ABOVE TOP PLATE AT 3"x3"x1/e" WA5HER AND NUT TIGHTENED TO APPROX 25 LB/PT OF TORQUE. ALLOW MIN. OF 3 THREADS ABOVE WASHER. SPECIAL ATTENTION SHALL BE PAID TO PRESSURE TREATMENT OF SILL PLATES AND ISOLATION OF METALS AT SILL. STUDS OFFICE COPY REVISIONS DATE OF ISSUE 2-28-20 DRAWN BY: HGP SHEET NO. 19025 S-1 PRANCIS TOP PLATE SLAB i TSF. OFIENING FAFFIN 5-1 J SCALE: 1/2"=I'-0" STUD TO DOUBLE TOP PLATE AND HEADER, MIN, 1-51MF50N 5DWCI5600, SEE 1/5-1 AND PLAN FOR ADDITIONAL REQUIREMENTS I- SIMPSON MSTA21 w/14 -10d, TYP. 343"0 SIMPSON TITEN HD SCREW w/ MIN. f 23/4" EMBED, ON 5IMP50N 5PII/2 BEARING PLATE, TYP. m 32" O.C. STUDS TO SINGLE SILL PLATE MIN. I-SIMP50N 5DWC15450 4112" SCREW FROM STUD TO SILL, TYPICAL, SEE 1/6-2 AND PLAN FOR ADDIT0 REQUIREMENTS, SIP. 2x4 OUTRIGGERS a 24" O. C. ON TOP CHORD OF SABLE TRUSS. 51MP60N 142.5A w/ 5-10d I'i2" TO OUTRIGGER 3 5-10d x 1112" TO EA. GABLE RU55. Q6;45LE SND BR,4CENG DETAIL SIMP50N H2.5A w/ 10d x 11/2" TO LATERAL 4RACE 6 5-10d x 11i2" TO A. GABLE TRUSS, SIMPSON 1`15TA9 w/ 10d a 45" O.C. 5YP 2 TOP PLATE 51MP50N 5DWCI5600, I SCREW - 510'l 2 SCREWS - 980" 3 SCREWS - 1,410" SPF 2x STUD SIMPSON 5DWC15450, I SCREW - 3100 2 SCREWS - 595' 3 SCREWS - 595" X SILL PLATE k4AD R LEGEI E) SCALE: 1/4" = I' -0" KING STUDS: THE NUMBER OF KING STUDS SHALL EQUAL THE NUMBER OF STUDS DISPLACED BY THE OPENING w/ 1i2 AT EACH SIDE OF JACK 5TUD5 REVISION o v V N M a L 14EADER, SEE PLAN Hw JACK STUD, SEE PLAN ICING STUD, SEE PLAN YF. STUD OPENING w 2x SILL ATE SLAB i TSF. OFIENING FAFFIN 5-1 J SCALE: 1/2"=I'-0" STUD TO DOUBLE TOP PLATE AND HEADER, MIN, 1-51MF50N 5DWCI5600, SEE 1/5-1 AND PLAN FOR ADDITIONAL REQUIREMENTS I- SIMPSON MSTA21 w/14 -10d, TYP. 343"0 SIMPSON TITEN HD SCREW w/ MIN. f 23/4" EMBED, ON 5IMP50N 5PII/2 BEARING PLATE, TYP. m 32" O.C. STUDS TO SINGLE SILL PLATE MIN. I-SIMP50N 5DWC15450 4112" SCREW FROM STUD TO SILL, TYPICAL, SEE 1/6-2 AND PLAN FOR ADDIT0 REQUIREMENTS, SIP. 2x4 OUTRIGGERS a 24" O. C. ON TOP CHORD OF SABLE TRUSS. 51MP60N 142.5A w/ 5-10d I'i2" TO OUTRIGGER 3 5-10d x 1112" TO EA. GABLE RU55. Q6;45LE SND BR,4CENG DETAIL SIMP50N H2.5A w/ 10d x 11/2" TO LATERAL 4RACE 6 5-10d x 11i2" TO A. GABLE TRUSS, SIMPSON 1`15TA9 w/ 10d a 45" O.C. 5YP 2 TOP PLATE 51MP50N 5DWCI5600, I SCREW - 510'l 2 SCREWS - 980" 3 SCREWS - 1,410" SPF 2x STUD SIMPSON 5DWC15450, I SCREW - 3100 2 SCREWS - 595' 3 SCREWS - 595" X SILL PLATE k4AD R LEGEI E) SCALE: 1/4" = I' -0" KING STUDS: THE NUMBER OF KING STUDS SHALL EQUAL THE NUMBER OF STUDS DISPLACED BY THE OPENING w/ 1i2 AT EACH SIDE OF JACK 5TUD5 REVISION l 0 p W DATE OF ISSUE 2-2s-20 DRAWN BY: HGP lel SHEET NO. 19025 S-2 FRANCIS o v V N M a L U Hw w l 0 p W DATE OF ISSUE 2-2s-20 DRAWN BY: HGP lel SHEET NO. 19025 S-2 FRANCIS STRUCTURAL NOTES: 1. It is the intent of the Professional of Record that this work be performed in conformance with the requirements of the authorities having jurisdiction over this type of Construction and Occupancy at this location. 2. The Contractor shall be responsible for the means and methods of construction and shall work in conformance with all applicable codes and regulations. 3. All details and sections shown on these drawings are intended to be typical and shall be construed to apply to similar situations elsewhere on the work, except where shown otherwise. 4. All design loads shall be per Florida Building Code, 2017 edition Live Load, Roof - 25 psf Live Load, Floor - 40 psf Live Load, Open Balcony - 60 psf Dead Load, Floor -15 psf unless otherwise noted Dead Load, Roof - MAX. 15 psf unless otherwise noted 5. The Contractor shall be responsible for obtaining geotechnical information for preparing the site and verifying that the site is capable of providing min. 2000 psf soil bearing. 6. If footing elevations shown occur in disturbed, unstable or unsuitable soil, the Architect shall be notified prior to continuing the work. 7. Step footings below all sanitary and water lines. CONCRETE: 1. Concrete has been designed in accordance with ACI 318-02, "Building Code Requirements for Structural Concrete, and shall be constructed in accordance with ACI 301, " Specifications for Structural Concrete. 2. All concrete shall have the following minimum compressive strength at 28 days in accordance with ASTM C 172, C31 and C39: Footings, slabs on grade and misc. concrete: fc = 3000 psi Cast -in-place beams, columns and elevated slabs: fc = 3000 psi 3. Cement shall conform to "Specifications for Portland Cement" (ASTM C150). 4. Aggregate shall conform to "Specification for Concrete Aggregate" (ASTM). 5. Water shall be clean and free of substances deleterious to concrete or steel reinforcement. 6. Construction within 1500 ft if the Coastal Control Line additional requirements: Cast -in-place beams, columns and elevated slabs: fc = 5000 psi Maximum water -cement ratio: 0.40 Maximum chloride ion content: 0.15 percent by weight of cement in accordance with ASTM C 1218. 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement" ACI 117. 8. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with ACI 117, standard Tolerances for Concrete Construction and Materials" 9. All concrete slabs on grade shall be the thickness indicated on the drawings over min. 6 mil. PVC vapor barrier. Slabs shall be reinforced with fibermesh reinforcement with a minimum 2" fiber length at 11b/cy complying with ASTM C1116. 10. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and the deleterious material. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison before vapor barrier is placed. 11. Footings may bear on undisturbed soil or structural. Structural fill shall be compacted to a density of a min. 95% of the Modified Proctor Maximum Dry Density (ASTM D 1557) for a depth of a min. two feet below the bottom of the footing. 12. The following minimum concrete cover shall be provided for reinforcement: 3" - Concrete placed against and permanently exposed to earth 2" - Concrete exposed to earth or weather, #6 bar or larger 1 !/2" - Concrete exposed to earth or weather, #5 bar or smaller 1 1/2" - Concrete not exposed to earth or weather for the primary reinforcement , ties, stirrups in beams and columns. 13. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: 4 bars - 21" min. 5 bars - 26" min. 6 bars - 32" min. 7 bars - 46" min. 14. Reinforcing in footings shall be bent around corners or corner bars shall be installed. 15. The Contractor shall provide accessories necessary to support and restrain reinforcing steel during concrete placement. Accessories which bear on exposed concrete surfaces shall be plastic tipped of stainless steel. WOOD: 1. All wood framing has been designed in accordance with "National Design Specifications (NDS) for Wood Construction", 2001 Edition. 2. All wood members in contact with masonry, concrete soil, or exposed to weather shall be treated with an appropriate preservative suitable to the exposure conditions. 3. When ACQ treatment is used on any wood member, all nailing shall be hot -dipped galvanized meeting ASTM A153, Class C, or ASTM 8695, Class 50. When borate treated is used, galvanizing shall not be required. 4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) for Wood Construction", 2001 Edition and "Design Specifications for Metal Plate Connected Wood Trusses (ANSI/TPI 1). 5. All trusses shall be designed by the truss manufacturer's registered Engineer. 6. The truss manufacturer shall submit shop drawings and design notes with the signature and seal of a Florida Registered Engineer for approval. Design notes shall include the rated load capacity of the truss to truss connectors, the reactions at all bearing points and the manufacturer's license to fabricate trusses using the connector system proposed. The Contractor shall review and approve shop drawings prior to submitting to the Design Professional. 7. Handling and erection, including temporary bracing during installation of trusses, shall comply with TPI HIB 91. 8. All gable end walls shall be balloon framed or braced in accordance with the details as shown on the drawings. 9. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie or approved equal. 10. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A or ASTM F1554, Grade 36. 11. All metal connectors which are exposed to weather or in contact with masonry, concrete or ACQ pressure treatment shall be galvanized per ASTM A153, Class C, ASTM B695, Class 50 or be stainless steel Type 316. All anchor bolts, threaded rods and associated hardware within 1500' of the Coastal Control Line shall be galvanized. 12. Anchor adhesives shall be Simpson Strong -Tie "SET" Epoxy. Embed holes shall be drilled and cleaned according to Simpson Strong -Tie instructions for the anchor size and depth required. STEA_NIN 5C 14 E D U L REPRODUCED FROM FBC TABLE 2304.9.1. SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) O 6. RAFTER DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 2308.1.5, ABLE 2308.1.5) DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 4-10d BOX (3"x0.128") OR 141 H 131/4" 16 GAGE STAPLE 1/16" CROWN (ROOF) 4-3" 14 GAGE STAPLES, J' CROWN ROOF I. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS OR 3-16d COMMON (31/2"x0.162") OR END NAIL ROOF RAFTERS FLOOR 3-10d BOX (3"x0.128") OR 6, I. BLOCKING TRUSSES BETWEEN CEILING JOISTS, RAFTERS OR TO TOP PLATE OR OTHER FRAMING BELOW 3-8d (21/2"x0.121") OR 3-10d BOX (3"x10.128") OR 3" EACH END, TOENAIL 1 '14" 16 GAGE STAPLE WITH "' OR I" CROWN 3- 3" 14 GAGE STAPLES, F" CROWN 35. 25/ 32" FIBREBOARD SHEATHING 1 31/4" GALVANIZED RpOFING NAIL (1116" HEAD DIAMETER) OR 3" 3-10d COMMON (31/2"x0.148") OR TOENAIL 22. JOIST TO SILL, TOP PLATE OR GIRDER 3-8d COMMON (21/2"x0.131") OR 8d COMMON (21/2"xO.131") OR 6d DEFORMED (2"xO.113") TOENAIL 31. 1,6" - I" 4- 3"x0.131" NAILS OR 3- 3"x0.131" NAILS OR 38. 141/8" - 11/4 10d COMMON (3"xO.148") OR Sd DEFORMED (21/2"xO.131") 4-3" 14 GAGE STAPLES, F" CROWN PANEL SIDING TO FRAMING 8. STUD TO STUD MOT AT BRACED WALL PANEL) 3-10d BOX (3"x0.128"9 OR 24" O.C. FACE NAIL bd CORROSION RESISTANT CASING (2"x0,099") 10d (3"x0.148") OR 3-3" 13 GGE STAPLES, " CROWN o" 3"x0.31" OR INTERIOR PANELING 41. 114" 3- 3"x0.131" NAILS OR 6" 9, STUD TO STUD (NOT AT BRACED WALL PANEL) 16d COMMON (31/2NO.162") 16" O.C. FACE NAIL 16d BOX (31/2"x0.135") 12" O.C. FACE NAIL 3-3" 13 GAGE STAPLES, 6" CROWN 12" O.C. FACE NAIL BLOCKING WALL TOP BETWEEN RAFTERS OR TRUSSES NOT AT PLATE, TO TRUSS OR RAFTER 2-5d COMMON (21/2"x0.121") OR 10. BUILT-UP EACH END, TOENAIL 16d COMMON (31/2"x0.162") 16" O.C. EACH EDGE FACE NAIL 23. RIM JOIST. BAND JOIST OR BLOCKING TO TOP PLATE, Sd COMMON (21/ "x0.131") OR2 12" O.C. EACH EDGE FACE NAIL 5" O.G. TOENAIL HEADER TO STUD 4-5d COMMON (21/2"x0.131") 2-3"x0.131" NAILS OR 2-14 GAGE 5TAPLE5 4-10d BOX (3NO.128") 12. TOP PLATE SILL OR OTHER FRAMING BELOW 10d BOX (3"x0.128") OR 16" O. G. FACE NAIL 10d BOX ( 3NO.128") OR 12" O. C. FACE NAIL 3- 3"x031" OR 3"x0.131" NAILS OR 3-3" 14 GAGE STAPLES, b" CROWN 13, TOP PLATE TO TOP PLATE AT END JOINTS 2-16d COMMON 131/2"x0.162") OR EACH SIDE OF END JOINT, FACE END NAIL 12-10d BOX (3"x0.128) OR NAIL (MINIMUM 24" LAP SPLICE 3" 14 GAGE STAPLES, CROWN 12-3NO.131" NAILS OR LENGTH EACH SIDE OF EACH 3- 3"x0.131" NAILS 3- 3" GAGE STAPLESS JOINT) 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR Ibd COMMON (31/2"x0.162") 24. Ix6 SUBFLOOR OR LESS TO EACH JOIST 2-Sd COMMON (241/2"x0.131") OR FACE NAIL NOT AT BRACED WALL PANEL) 16d (31/2x0.135") OR 12" O.C. FACE NAIL 3NO.131" NAILS OR 2-I0d Box (3°x0.128") 3- 3" 14 GAGE STAPLES, Fill CROWN 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 8-16d COMMON (311/2NO.162") OR 16d COMMON (31/2"x0.162") 0 6" O.G. BLOCKING (NOT BRACED WALL PANEL)STUD TO STUD FACE NAIL NAIL (MINIMUM 24" LAP SPLICE AT BRACED WALL PANEL 12-3NO.131" NAILS OR LENGTH EACH SIDE OF EACH 12-3" 14 GAGE STAPLES, a" GROWN JOINT) FLAT BLOCKING TO TRlJ55 AND WEB FILLER 3"x0.131" NAILS a 6" O.C. 4-10d BOX (3NO.128") OR 25. 2" 5UBFLOOR TO J015T OR GIRDER 2-16d COMMON 131/2"x0.162") 4-3" 13 GAGE STAPLES, F" CROWN FACE NAIL 2-16d COMMON (31/2"x0.162") OR 3-14 GAGE STAPLES 9 6" O.C. 3-10d BOX (3"xO.128") OR 26. 2" PLANKS (PLANK 4 BEAM - FLOOR 4 ROOF) 2-16d COMMON (31/2"x0.1(v2") 3-3" 13 GAGE STAPLES, (," GROWN EACH BEARING, FACE NAIL 2. CEILING JOISTS TO TOP PLATE 3-8d (21/2"x0.121") OR EACH JOIST, TOENAIL 21, BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d COMMON (4"x0.192") 3-3" 13 GAGE STAPLES, r61-" CROWN 32" O.C. FACE NAIL TOP AND BOTTOM STAGGERED 18. TOP PLA" ES LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON (31/2NO.162") OR 3-10d BOX (3"x0.128") OR 3-10d BOX (3"x0.128"1 OR 3-3NO.131" NAILS OR 3- 3" 13 GAGE STAPLES, a" CROWN ON OPPOSITE SIDES3-3"x0.131" NAILS OR 19. I" BRACE AT EACH STUD AND PLATE 2-5d COMMON (241/2"xO.131") OR FACE NAIL 2-1106 BOX (3NO.128") OR 3-3" 14 GAGE STAPLES, " CROWN 2-3" 13 GAGE STAPLES, Fi' CROWN 20. Ix6 SHEATHING 10d BOX (3"x0.128") OR 2-5d COMMON (241/2"x0.131") OR 24" O.C. FACE NAIL TOP AND BOTTOM STAGGERED 2-10d BOX (3NO.126") 21. Ix8 AND WIDER SHEATHING AT EACH BEARING 3-8d COMMON (24j2"xO.131") OR FACE NAIL 3"x0.131" NAILS OR 3-10d BOX (3"x0.128") ON OPPOSITE SIDES3. CEILING ,1015TS NOT ATTACHED TO PARALLEL 3-16d (31/2"x0.162") OR FACE NAIL 3" 14 GAGE STAPLES, F" CROWNRAFTERS. LAP OVER PARTITION (NO THRUST) 4-10d BOX (3"x0.128") OR SEE 5EC'.TION 2308.1.3.1, TABLE 2308.1.3.1) 4-3"x0.131" NAILS OR AND ENDS AND AT EACH SPLICE, 4-3" 14 GAGE STAPLES, 1/'y' CROWN 2-20d COMMON (4"x0.192") OR FACE NAILS 3- BOX (3"x0,I28") OR 4. CEILING JOISTS ATTACHED TO PARALLEL RAFTERS, PER TABLE 2308.1.3.1) FACE NAIL 3- 3"x0.131" NAILS OR HEEL JCINT), SEE SECTION 2306.13.1, TABLE 2308.13.1) 3-3" 14 GAGE STAPLES, " CROWN 5. COLLAR TIE TO RAFTER 3-f0d l3"x0.148") OR FACE NAIL 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON (341/2NO.162") OR EACH JOIST OR RAFTER, FACE NAIL 4-10d BOX (3"x0.128") OR 4- 3"x0.131" NAILS OR 4-10d BOX (3"x0.128") OR 4-3"x0.131" NAILS OR 4-3" 14 GAGE STAPLES, CROWN 29. JOIST TO BAND JOIST OR RIM JOIST 3-166 COMMON (341/2"x0.162") OR END NAIL 4-10d BOX (3"x0.128") OR 4- 3"x0.131" NAILS OR 4-3" 14 GAGE STAPLES, "" CROWN 30, BRIDGING OR BLOCKING TO JOIST, RAFTER OF TRUSS 2-6d COMMON (21/2"x0.131") OR EACH END, TOENAIL 2-10d BOX (3"x0.128") OR 2-3"x0.131" NAILS OR 2-3" 14 GAGE STAPLES, g" CROWN WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING EDGES (INCHES) INTERMEDIATE SUPPORTS (INCHES) 31. 3/8" TO 1/2" bd COMMON OR DEFORMED (2"x0.113") 6" 12" SUBFLOCR AND WALL) 4-3" 14 GAGE STAPLES, CROWN O 6. RAFTER CROOF TRUSS TO TOP PLATE(SEE SECTION 3-10d (3"x0.148") OR TOENAIL 2308.1.5, ABLE 2308.1.5) 3-166 BOX (311/2"x0.135") OR 131/4" 16 GAGE STAPLES, 1116" CROWN SUBFLOOR AND WALL) 4" 4-10d BOX (3"x0.128") OR 141 H 131/4" 16 GAGE STAPLE 1/16" CROWN (ROOF) 4-3" 14 GAGE STAPLES, J' CROWN 32, 19/32" TO 3/4" I. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS OR 3-16d COMMON (31/2"x0.162") OR END NAIL ROOF RAFTERS TO 2" RIDGE BEAM 3-10d BOX (3"x0.128") OR 6, OTHER EXTERIOR WALL SHEATHING 34, 1/2" FIBREBOARD SHEATHING 3- 3"x0.131" NAILS OR 3" 1 '14" 16 GAGE STAPLE WITH "' OR I" CROWN 3- 3" 14 GAGE STAPLES, F" CROWN 35. 25/ 32" FIBREBOARD SHEATHING 1 31/4" GALVANIZED RpOFING NAIL (1116" HEAD DIAMETER) OR 3" 3-10d COMMON (31/2"x0.148") OR TOENAIL WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3-16d BOX (31/2 "x0.135") OR 8d COMMON (21/2"xO.131") OR 6d DEFORMED (2"xO.113") 6" 31. 1,6" - I" 4- 3"x0.131" NAILS OR 6" 38. 141/8" - 11/4 10d COMMON (3"xO.148") OR Sd DEFORMED (21/2"xO.131") 4-3" 14 GAGE STAPLES, F" CROWN PANEL SIDING TO FRAMING 8. STUD TO STUD MOT AT BRACED WALL PANEL) 16d COMMON (31/2NO.162") 24" O.C. FACE NAIL bd CORROSION RESISTANT CASING (2"x0,099") 10d (3"x0.148") OR 16" O.C. FACE NAIL o" 3"x0.31" OR INTERIOR PANELING 41. 114" 3-3" 14 GAGE STAPLES, Fill CROWN 6" 9, STUD TO STUD (NOT AT BRACED WALL PANEL) 16d COMMON (31/2NO.162") 16" O.C. FACE NAIL 16d BOX (31/2"x0.135") 12" O.C. FACE NAIL 3"x0.31" NAILS 12" O.C. FACE NAIL 3-3" 14 GAGE STAPLES, rl" CROWN 10. BUILT-UP HEADER (2" TO 12" HEADER) 16d COMMON (31/2"x0.162") 16" O.C. EACH EDGE FACE NAIL 16d BOX (31/2"x0.135") 12" O.C. EACH EDGE FACE NAIL 11. CONTINUOUS HEADER TO STUD 4-5d COMMON (21/2"x0.131") ITOENAIL 4-10d BOX (3NO.128") 12. TOP PLATE TO TOP PLATE 16d COMMON (31/2NO.162") 16" O. G. FACE NAIL 10d BOX ( 3NO.128") OR 12" O. C. FACE NAIL 3- 3"x031" OR 3-3" 14 GAGE STAPLES, b" CROWN 13, TOP PLATE TO TOP PLATE AT END JOINTS 8-Ibd COMMON (31/2 NO.162 ")OR EACH SIDE OF END JOINT, FACE 12-10d BOX (3"x0.128) OR NAIL (MINIMUM 24" LAP SPLICE 12-3NO.131" NAILS OR LENGTH EACH SIDE OF EACH 12-3" 14 GAGE STAPLES, I," CROWN JOINT) 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR Ibd COMMON (31/2"x0.162") 16" O.C. FACE NAIL BLOCKING NOT BRACED WALL PANEL)5TUD TO STUD NOT AT BRACED WALL PANEL) 16d (31/2x0.135") OR 12" O.C. FACE NAIL 3NO.131" NAILS OR 3- 3" 14 GAGE STAPLES, Fill CROWN 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 8-16d COMMON (311/2NO.162") OR EACH SIDE OF END JOINT, FACE BLOCKING (NOT BRACED WALL PANEL)STUD TO STUD 12-10d BOX (3"xO.1269 OR NAIL (MINIMUM 24" LAP SPLICE AT BRACED WALL PANEL 12-3NO.131" NAILS OR LENGTH EACH SIDE OF EACH 12-3" 14 GAGE STAPLES, a" GROWN JOINT) 16. STUD TO 'iOP OR BOTTOM PLATE 4-5d COMMON (241/2"xO.131") OR TOENAIL 4-10d BOX (3NO.128") OR 4-3NO.131" NAILS OR 4-3" 13 GAGE STAPLES, F" CROWN 2-16d COMMON (31/2"x0.162") OR END NAIL 3-10d BOX (3"xO.128") OR 3-3NO.131" NAILS OR 3-3" 13 GAGE STAPLES, (," GROWN 11. TOP OR E30TTOM PLATE TO STUD 2-16d COMMON (31/2NO.162") OR END NAIL 3-106 BOX (3"x0.128") OR 3-3NO.131" NAILS OR 3-3" 13 GAGE STAPLES, r61-" CROWN 18. TOP PLA" ES LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON (31/2NO.162") OR FACE NAIL 3-10d BOX (3"x0.128"1 OR 3-3NO.131" NAILS OR 3- 3" 13 GAGE STAPLES, a" CROWN WALL 19. I" BRACE AT EACH STUD AND PLATE 2-5d COMMON (241/2"xO.131") OR FACE NAIL 2-1106 BOX (3NO.128") OR 2-3"x0.131" NAILS OR 2-3" 13 GAGE STAPLES, Fi' CROWN 20. Ix6 SHEATHING AT EACH BEARING 2-5d COMMON (241/2"x0.131") OR FACE NAIL 2-10d BOX (3NO.126") 21. Ix8 AND WIDER SHEATHING AT EACH BEARING 3-8d COMMON (24j2"xO.131") OR FACE NAIL 3-10d BOX (3"x0.128") 4-10d BOX (3"x0.128") OR 4-3"x0.131" NAILS OR 4-3" 14 GAGE STAPLES, CROWN 29. JOIST TO BAND JOIST OR RIM JOIST 3-166 COMMON (341/2"x0.162") OR END NAIL 4-10d BOX (3"x0.128") OR 4- 3"x0.131" NAILS OR 4-3" 14 GAGE STAPLES, "" CROWN 30, BRIDGING OR BLOCKING TO JOIST, RAFTER OF TRUSS 2-6d COMMON (21/2"x0.131") OR EACH END, TOENAIL 2-10d BOX (3"x0.128") OR 2-3"x0.131" NAILS OR 2-3" 14 GAGE STAPLES, g" CROWN WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING EDGES (INCHES) INTERMEDIATE SUPPORTS (INCHES) 31. 3/8" TO 1/2" bd COMMON OR DEFORMED (2"x0.113") 6" 12" SUBFLOCR AND WALL) 12" 12" 8° 8" 6" 12" 8" 12" o" 6" 12" 12" 12" 12" 12" 12" 12" OFFICE COPY lel IONS) QWw W U 0 ASU W I U F M 86 BOX OR DEFORMED (21/2"x0.113") O ROOF) W W 211/2"x0.113" (SUBFLOOR AND WALL) 6'l r 131/4" 16 GAGE STAPLES, 1116" CROWN SUBFLOOR AND WALL) 4" 23/aNO.113" NAIL (ROOF) 141 H 131/4" 16 GAGE STAPLE 1/16" CROWN (ROOF) 311 32, 19/32" TO 3/4" Sd COMMON (2 X1/2 "x0.131") OR 6d DEFORMED (2NO.113") 6" 23/8"x0.113" NAIL OR 2" 16 GAGE STAPLE 1116" GROWN 41f 33. 1/8" TO 1114" 10d COMMON (3"xO.148") OR d DEFORMED (21/2 "x0.131") 6, OTHER EXTERIOR WALL SHEATHING 34, 1/2" FIBREBOARD SHEATHING 1 1/2" GALVANIZED ROOFING NAIL (F' HEAD DIAMETER) OR 3" 1 '14" 16 GAGE STAPLE WITH "' OR I" CROWN 35. 25/32" FIBREBOARD SHEATHING 1 31/4" GALVANIZED RpOFING NAIL (1116" HEAD DIAMETER) OR 3" 1 1/2" 16 GAGE STAPLE WITH F' OR I" CROWN WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 36. 31/4" OR LESS 8d COMMON (21/2"xO.131") OR 6d DEFORMED (2"xO.113") 6" 31. 1,6" - I" 8d COMMON (21/2"x0.131") OR d DEFORMED l2"x0.131") 6" 38. 141/8" - 11/4 10d COMMON (3"xO.148") OR Sd DEFORMED (21/2"xO.131") 6if PANEL SIDING TO FRAMING 39. 1/2" OR LESS bd CORROSION RESISTANT SIDING llve" x OJOW OR 6" bd CORROSION RESISTANT CASING (2"x0,099") 40. 5/8" ad CORROSION RE515TANT SIDING (231/8" x 0.128) OR o" Sd CORROSION RE515TANT CASING (21/2"xO,113") INTERIOR PANELING 41. 114" 4d CASING (141/2 "x0.080") OR 4d FINISH (11/2NO.012") 6" 42" 31/," bd CASING (2NO099") OR bd FINISH (PANEL SUPPORTS AT 24" O.C. 11 12" 12" 8° 8" 6" 12" 8" 12" o" 6" 12" 12" 12" 12" 12" 12" 12" OFFICE COPY lel IONS) QWw W U 0 ASU W I U F M DATE OF ISSUE 2-26-20 DRAWN BY: HGP SHEET NO. 19025 S-3 1=RANG I S O UM W W N m r u U U N W o L")1/ r o rxU ¢ H w W H w DATE OF ISSUE 2-26-20 DRAWN BY: HGP SHEET NO. 19025 S-3 1=RANG I S ATTIC ELEGNICAL FLAN SCALE: 1/4" = I' -O" A/C COMPRESSOR PAD I— — — — — — — — — — — — -. LCTIRIGAL FLAN SCALE: 1/4" = I' -O" I I ELECTRICAL LEGEND SWITCH, SINGLE POLE 3 SWITCH, THREE- WAY 4 SWITCH, FOUR-WAY SWITCH, RHEOSTAT IIOV DUPLEX OUTLET 44 110v DUPLEX OUTLET w/ MOUNTING HEIGHT UIF IIOv DUPLEX OUTLET, WATERPROOF 0P IIOV DUPLEX OUTLET, FLOOR MOUNTED C IIOV DUPLEX OUTLET, CEILING MOUNTED IIOV DUPLEX OUTLET, HALF SWITCHED V110V DUPLEX OUTLET ON DEDICATED CIRCUIT 0 220v OUTLET T IIOV DUPLEX OUTLET, ARC FAULT IIOV DUPLEX OUTLET, ARC FAULT, HALF SWITCHED It IIOV DUPLEX OUTLET, GPI EXHAUST FAN EXHAUST PAN w/ LIGHT JUNCTION BOX OO CEILING SPEAKER, BY 5Y5TEM5 CONTRACTOR OC DOOR CHIME BUTTON DOOR CHIME S SMOKE / CARBON MONOXIDE DETECTOR PAty COMBINATION PHONE TV OUTLET A PHONE L TV Tv, CABLE LIGHT FIXTURE, CEILING MOUNTED, CAN TYPE, LED BULB LIGHT FIXTURE, CEILING MOUNTED LIGHT FIXTURE, WALL MOUNTED V LIGHT FIXTURE, WALL MOUNTED FLUORESCENT LIGHT FIXTURE, UNDER CABINET MOUNTED LIGHT FIXTURE, 2-48" BULB FLUORESCENT ED LIGHT FIXTURE, RECE55ED STEP C=PANELBOARD, 12" TO TOP DISCONNECT, 12" TO TOP CEILING FAN w/ LIGHT KIT CEILING FAN w/o LIGHT ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE SMOKE / CARBON MONOXIDE DETECTOR SYSTEM A5 REQUIRED BY CODE ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE WITH 2011 NATIONAL ELECTRIC CODE. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12. 1009. OF FIXTURES SHALL BE BULBED WITH HIGH -EFFICACY BULBS 45 DEFINED BY PBC -ENERGY 8404 ELECTRICAL CONTRACTOR SHALL MOUNT AND LABEL ALL DEVISE BOXES FOR OWNER APPROVAL PRIOR TO DRILLING FOR AND PULLING WIRE. OFFICE COPY VISIONS 1 DATE OF ISSUE 2-28-20 DRAWN BY: HGP SHEET NO. 19025 E-1 FRANC 15 LOT 4, BLOCK 1DUTIONISLANDROADEASTFOTND5i8" REBAR. - - - - - _ ILLEGIBLE FORMERLY CHURCH ROAD PER PLAT) E2.59' MAP SHOWING SURVEY OFRIGHTOF -WAY - PAVED PUBLIC LOT 3, BLOCK 1 - LOT 15, BLOCK 9 PART OF GOVERNMENT LOT TWO (2), SECTION SEVENTEEN (17), TOWNSHIP TWO (2) SOUTH, RANGE TWENTY-NINE (29) EAST, ANDPARTICULARLYDESCRIBED, AS FOLLOWS; COMMENCING AT THE LOT 2. BLOCK 1 SOUTHWEST CORNER OF LOT TWO (2) IN BLOCK ONE (1) OFDONNERSREPLATRECORDEDINPLATBOOK19, PAGE 16, OF THEoIDONNERSREPEATCURRENTPUBLICRECORDSOFDUVALCOUNTY, FLORIDA, AND LijJ PLAT BOOK 19, PAGE 16 I RUNNING SOUTH ON FRANCIS AVENUE (EAST LINE THEREOF) APOINTOFDEFERENCEDISTANCEOF ONE HUNDRED THIRTY-FOUR (134) FEET FOR THEPOINTOFBEGINNINGOFTHELOT HEREBY CONVEYED; THENCENSOUTHWESTCORNEROFLOT2, BLOCK 1 SOUTH ALONG. EAST LINE OF SAID FRANCIS AVENUE, A DISTANCE OF FIFTY-SIX (56) FEET, THENCE EAST ONE HUNDRED (176) FEET; THENCE NORTH. FIFTY -SIS (56) FEET, THENCE WEST A DISTANCEo _ - OF ONE HUNDRED SEVENTY SIX (176) FEET .TO THE EAST LINE OFw` SAID FRANCIS AVENUE, AND BEING LOT B, ACCORDING TO SURVEYLOT120OFC.H. BAKER, JR., DECEMBER 22, 1948. o I0 Li n^ Q ', OFFICIAL RECORDS 114583, PAGE 1864 OFFI 0 PY0 oZ0o - W a d I DONNERS REPEAT Q Q I I-- - - - PLAT BOOK 19, PAGE 16 3 - - 176.0'(D) LO N00 LOT 11. BLOCK 9 0 Z. w of U sGO o Zo ; Z< o: oo D to Q M I OFFICIAL RECORDS 15735, PAGE 724 p Q oLL Y Y LOT 121zo C! -1m l-- Zw p z4i N 176.0'(1)) SCALE: 1" = 20, I I 0 o aop a I p v OFFICIAL RECORDS 7590, PAGE 321 II CO ( nl ,o ZUO00 LOT 10, BLOCK 9 mW ¢ > Z o 0 I LOT 122 1-w Q on POINT OF BEGINNINGW AS SHOWN ON DONNERS REPLAT 06 JZ I e r, PLAT BOCK 19, PAGE 1cncnEl 2 LOT 1, BLOCK 1 W aui I SCHOOL "--''- F5 ^R !k 30.00 (FIF LD) a ryoa k - I" 175.59'(FIELD) 0 zk -------_ ' 90-00'00"W N wZ Q o 6' WOOD FENCE1 76.00 D ti a u. a rn Ldti U _ o p J N p ^ ^ti L 0Z, mm^ o 0( 0 ti OLL- uj J 0 LO ROAD 0 p z o to 3 30' RIGHT OF WAY PAVED 4 A-.na. 11 pg ° on`' S `° ti NOTES: r 02 ° k + + k 3 LOT 123 1. THIS IS A BOUNDARY SURVEY. O 2 Lil 2. BEARINGS BASED ON THE WEST RIGHT OF WAY OF FRANCIS CL OCnaO _ 3VBENC MARKS ASENUE AS PER SHOWNHEREON WERE ESTABLISHED _ - a O o t ^ HED BY GPSOU Z C it o O OBSERVATIONS IN N.A.V.D. 1988 DATUM. w n "' Z iv O N 4. GPS RUN USING SPECTRA PRECISION EPOCH 80 Ll /L2nzapOp EQUIPMENT AND TRIMBLE VRS SOFTWARE. O Z 5. (D) DENOTES DEED n wzcaaio o0 0 ti razz h M — AN r- - k 176.00' F-§ I Q 175.24'(FIELD) Lj CL 00 OFFICIALwRECORDSBOOK ulOFFICE COPYMZmLOT 124E .. - XF N W z l z THIS SURV Y`` I II'af FOR THE BENEFIT OF Z. e _ 174.30(F) MATHIEU.3 IL.kft;R/'., F 1 C q JORDAN - Mz STREET . `` $ 5 i - - - - 10' ALLEY PER PLAT _ _. _ I = _ I F : G •' pP' J` NOT VALID IMTHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHEdCED BY: - FILE: 202o-oosz DRAVI 1 BY KLwF BOATWRIGHT LANE; SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DONN W:8 f HT, P.S.M. FLORIDA UC. SURVEYOR and MAPPER NO. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 FATEeRuaR0, 220 Ef 1 OF 1 LOT 4, .BLOCK 1 - DUTTON ISLAND ROAD EAST:FOUND 5,8' REBAR. - - - LEGIBLE( FORMERLY CHURCH ROAD PER PLAT) 2MAP SHOWING SURVEY OFss' 50' RIGHT OF WAY PAVED PUBLIC LOT 3, BLOCK 1 - LOT 15, BLOCK 9 — — PART OF GOVERNMENT LOT TWO (2), SECTION SEVENTEEN (17), TOWNSHIP TWO (2) SOUTH, RANGE TWENTY-NINE (29) EAST, AND PARTICULARLY DESCRIBED. AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LOT TWO (2) IN BLOCK ONE (1) OFLOT2, BLOCK 1 DONNERS REPLAT RECORDED IN PLAT BOOK 19, PAGE 16, OF THE o CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, ANDIDONNERSREPEATRUNNINGSOUTHONFRANCIS AVENUE (EAST LINE' THEREOF) A I POINT OF (DEFERENCE PLAT BOOK 19, PAGE 16 1 DISTANCE OF ONE HUNDRED THIRTY-FOUR (134) FEET FOR THE to N SOUTHWEST CORNER OF LOT 2, BLOCK 1 POINT OF BEGINNING OF THE. LOT HEREBY CONVEYED; THENCE ori SOUTH ALONG EAST LINE OF SAID FRANCIS AVENUE, A DISTANCEOFFIFTY-SIX (56) FEET; THENCE EAST ONE HUNDRED (176) FEET; THENCE NORTH FIFTY -SIS (56) FEET, THENCE WEST A DISTANCE OF ONE HUNDRED SEVENTY SIX (176) FEET .TO THE EAST LINE OFwSAIDFRANCIS AVENUE, AND BEING LOT B, ACCORDING TO SURVEYLOT120OFC.H. BAKER: JR., DECEMBER 22, 1948. o II OFFICIAL. RECORDS 114583, PAGE 1864 o Z o " per 0 r 1 DONNERS REPLAY — PLAT BOOK 19, PAGE 16 3 — — — 176.0'(D) 00 O ip. wLOT11, BLOCK 9 Z Q 3 01 V fm -o 0o Z 0 o a 0 io Q o 11 OFFICIAL RECORDS 15735, PAGE 724 O . o .. I Y Y LOT 121LLmM1 _Z O m Q W -I zoo00 zw n 176.0'(D) Q 1.0 20 40 I — -- — — — 1 SCALE: 1" = 20, C _ M o Y OR a J o o OFFICIAL RECORDS 7590, PAGE 321 II ( o zc o I o LOT 10, BLOCK 9 m m¢> z o v U> ¢ z n 1 AS SHOWN ON DONNERS REPLAT LOT 122 Fn n W, 1 N POINT OF BEGINNING PLAT BOOK 19, PAGE 1 ( oLOT1, BLOCK 1 9 1 W a SCHOOL N 30.00 (FIF LD) a ryo , X ^. Z. _ 175.59'(FIELD) 90.0 'OO W 176.00 D N aZao6' WOOD FENCE - i o- a W QS ^,y0 U o w wp an ptA w p p L ,^ Ld O O LO SIMMONS ROAD o (o 30LO 30' RIGHT OF WAY PAVED aI ti o ^ ^ry5 o ti NOTES: o + " y LOT 123 1. THIS IS A BOUNDARY SURVEY. p + + k a w 2. BEARINGS BASED ON THE WEST RIGHT OF WAY OF .FRANCIS D. CL g ® 3v BENCHMARKS ASENUEASPER SHOWNHEREON WERE ESTABLISHED BY GPSaom a Zp N p Z o o p OBSERVATIONS IN N.A.V.D. 1988 DATUM. 4. GPS RUN USING SPECTRA PRECISION EPOCH 80 L1 A2O . w< za n poo EQUIPMENT AND TRIMBLE VRS SOFTWARE. p fD N n a E U) Z 5. (D) DENOTES DEED L M1azz i ° ,,. 9 ,tip •— S90 00 00 W — --- — — .., — 176.00' o N c 175.24'(FIELD) M 01 1 ~Lj LL - 0 -1o r OFFICIAL wo RECORDS BOOK Lo a 1 o LOT 124 MZm - .. - Zm w Ems I ZtD UO r Z a- Xr1 N r W o a Z:3 I z THIS SURVE Y ftlgIiM,p, DE FOR THE BENEFIT OFMATHIEU\,.3 174.36(F) u. 1 eV i cq JORDAN STREET M z1 10' ALLEY PER PLAT - 1 - za — — — — — - — _ • O - OF 0 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL DONN U I:J &T, P.S.M. SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672CHECKEDBYFILE; zo2o-)067 DRAWN BY Klw BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: FEBRUARY 20. 2020 SHEET 1 OF 1