Loading...
HomeMy WebLinkAbout2313 Palmetto Ave 18-3449 (a) New SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100006 BUILDING APPLICATION #: 18-10000680 BUILDING PERMIT NUMBER: 18-10000680 DATE: August 13, 2018 /3v'7( UNIT ADDRESSMOAT— I'O AVE 2315 36-19-30-527-0000.0350 TRAFFIC ZONE:022 JURISDICTION: SEC: `I'WP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: LEO NELSON ADDRESS: 21 STONE GATE N LONGWOOD FL 32779 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2315 PALMETTO AVE / LANES ADD / SFR ------------------------------------------------------------------------- FEE BENEFIT RATE UNIT CALC UNIT - TOTAL DUE TYPE DIST SCHED RATE -------------- ------------------------------------------------------------ UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 ROADS -COLLECTORS 1,000 dwl unit 705.00 N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD 00 Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Family Hou/�ng 9,000.00 1.000 dwl unit 91000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 9,759. 0 0 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER TILE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERR4IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL TILE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN C'ERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE 'T'0: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT, THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE )1 ` V r" 26'-0" 19'-4" 2-0 SCALE: 1/4" = 1'-0" KNIRL4111110- 11=4 *ALL DOOR AND WINDOW OPENINGS TO HAVE LINTEL ABOVE, USE LINTEL —C, EXCEPT WHERE NOTED OTHERWISE. TOP OF POURED WALL BOND BEAM AT 9'4" A.F.F., EXCEPT WHERE NOTED OTHERWISE. 1 H MARK DESCRIPTION CONCRETE LINTELS (HEADERS) LINT. -A 8'x16" PRESTRESSED -COMPOSITE W.1-15 HORZ. CONT. BAR @ TOP & 1-#5 HORZ BAR ©BOTTOM)- CMU LINT -B 8'X16" FILLED -COMPOSITE W.1-#5 HORZ. CONT. BAR @ TOP & 1-15 HORZ. BAR ® BOTTOM)- CMU LINT. -C 8'X16" FILLED (2500 PSI CONCRETE)- CMU LINT, -D 8'x16" CONCRETE(3000 PSI) BEAM W2-14 HORZ. BAR • TIP & 2-14 LAR 0 BOTTOM AND J6 STRIPUPS-- 8" O.C.)- FIRMED AND POURED LINT. -E I 12"x16" FILLED (2500 PSI CONCRETE)- CMU GENERAL NO TES: * WOOD FOR STRUCTURAL CONDI TIONS TO BE GROUP II SPECIES OR MINIMUM fb =*1300 PSI. * ALL FASTENERS SPECIFIED ON PLAN ARE SIMPSON, EXCEPT WHERE NOTED OTHERWISE. OTHERS MAYBE SUBSTITUTED OF EQUAL OR GREATER QUALITY. * PERMANENT BRACING OF WOOD TRUSSES WILL BE ACCORDING TO. TPI% WTCA BCSI-81(GUIDE FOR HANDLING, INSTALLING, RESTRAINING & BiRACING OF WOOD TRUSSES * SEE ROOF PLAN FOR ROOF STRUCTURE HOLD DOWN FASTENERS. * ALL CEILING HT MEASUREMENTS ARE FROM FINISHED FLOOR —LIVING AREA, EXCEPT WHERE NOTED OTHERWISE. * T.O.L.= TOP OF LINTEL MEASURED FROM LIVING FINISHED FLOOR ELEVATION. * B.O.B.= BOTTOM OF BEAM MEASURED FROM LI WNG FINISHED FLOOR ELEVATION. * T.O.W.= TOP OF WALL MEASURED FROM LIVING FINISHED FLOOR ELEVATION. * T O.B.= TOP OF BEAM MEASURED FROM LIVING FINISHED FLOOR _ELEVATION. DOORS AND WINDOWS) INSTAL CATION FASTENING TO BE PER MANU CTURER SPECIFICATIONS STRUCTURAL_ NOTES.- (1) OTES; (1) - FASTEN WALL (END 2x4 P. T. STUD) TO BLOCK WALL W/ 3- �ox 6° ANCHOR BOLTS- EVENLY SPACED ( TOP & BOTTOM BOL IS PLACED 6" FROM STUD ENDS). WALL LEGEND = 8" CMU BLOCK WALL - TOP OF LINTEL @ 9'-4" A.F.F. = 8" CMU BLOCK WALL - TOP OF LIN TEL @ 11- 0" A. F F. SQ. FT, UNDER ROOF LI SING AREA: 1070' TOTAL LIVING AREA: 1070' GARAGE AREA: 220' COHERED ENTRY AREA: 17' TOTAL AREA UNDER ROOF: 130=SQ. FT RECORD COPY REMEWED FOR CODE COMPLIANCE PLANS EXAMINER 01- 72 - UATE 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 ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST nQUIRED Results to be Verified at Slab Inspection #1 8 - 3 4 G9 gUILQ,� "ORO THESE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIG CODE 2017 RESIDENTIAL AND ARE DESIGNED TO WITHSTAND 140 MPH WIND VELOCITY AND RESIST THE NEG./POS WIND PRESSURES LISTED IN THE BUILDING DESIGN CRI TERIA TABLE (IN THIS PLAN ) ACTING IN ANY DIRECTION AND TO ACT NORMAL 10 THE SURFACES CONSIDERED. c -T C VOW. ui Gj U Ci a 26'-0" FOUNDA TION NO TES: 1. DESIGN LOAD A. ALLOWABLE UNIT STRESSES AND DESIGN CRITERIA. 1. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" PER AMERICAN CONCRETE INSTITUTE ACI 318-11. 2. FBC "FLORIDA BUILDING CODE", CURRENT EDITION. 2. SOIL CONDITIONS A. DESIGN: 2000 PSF FOR COLUMN FOOTINGS AND FOR CONTINUOUS WALL FOOTINGS. B. ALL SLAB ON GRADE AREAS SHALL BE PROOF ROLLED. ALL SOFT SPOTS SHALL BE REMOVED AND REPLACED TO FINISH GRADE WITH APPROVED FILL MATERIAL. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING 6" AND COMPACTED TO A MINIMUM DENSITY OF 95%, OBTAINED BY ASTM D-1557, UNTIL FINAL GRADE IS OBTAINED. C. PRECONSTRUCTION SOIL TREATMENT FOR SUBTERRANEAN TERMITE PROTECTION TO COMPLY WITH SECTION RJ18 OF THE THE FBC, D. NO COVERAGE OF SOIL UNTIL APPROVED BY BUILDING DEPARTMENT. 3. CONCRETE AND REINFORCEMENT A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-05 AND WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 318-11. B. ALL CONCRETE SHALL BE NORMAL WEIGHT IN ACCORD- ANCE WITH THE SPECIFICATIONS AND SHALL DEVELOPE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 C. REINFORCING BARS SHALL CONFORM TO ASTM SPEC- IFICATIONS A615, A616 OR A617, GRADE 40. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A815 AND HAVE A MINIMUM ULTIMATE STRENGTH OF 70,000 PSI. D. REINFORCING BARS VERT. & HORZ. MIN. LAP. #4 BAR- 20" #5 BAR- 25" #6 BAR- JO" E. CONTROL JOINTS TO BE CUT 0 1-1/4" DEPTH. MAXIMUM UNCUT AREA TO BE 300 SQ. FT. IN ACCORDANCE WITH ACI 224.3R, OCCUPANCY CLASSIFICATION: GROUP RJ ROOF: LI VE LOAD = 20 PSF ROOF. -DEAD LOAD = 7 PSF CEILING. -DEAD LOAD = 10 PSF ROOF: TOTAL LOAD: J7 PSF WIND FACTOR -DURATION OF LOAD- -ALLOWABLE INCREASE = 257 WIND DESIGN DEAD LOAD: DEAD LOAD ( ROOF RAFTER/TRUSS T C.) _ DEAD LOAD (CEIL, JOIST/ TRUSS B.C.) _ BASIC WIND SPEED(3 SEC, GUST)= 140 MPH WIND EXPOSURE CATEGORY= EXPOSURE C MEAN ROOF HT </= 20 FEET INTERNAL PRESSURE COEFFICIENT=.18 RISK CATEGORY.• H SOIL BEARING: 2000 PSF W/6X6 #10/ 10 W. W.M. OR FIBER -MESH REINFORCEMENT �, ---- 4" CONCRETE SLAB (2500 PSI) FINISHED FL. 4" GRADE d .47 d,r,l 2- # 5 CONI �' t ,�• (25" MIN.BAR LAP) 16- 7 \ 18" 6 MIL VAPOR BARRIER CLEAN TREATED COMPACT FILL. TYP, MONOLITHIC SECTION: A FINISHED FL 4i GRADE 1- # 5 CONT (25" MIN.BAR LAP) W/6X6 #10/ 10 W.W.M. OR FIBER -MESH REINFORCEMENT 4" CONCRETE SLAB (2500 PSI) 12" CLEAN TREATED COMPACT FILL. ENTRY MONOLITHIC SECTION: B '.4 :.. .tl ttl,. ._! rv1, .�. �..�. ,, !'.:d� 1m w�4a�'e3, h1.Wt.e en ldMt'�u a.. l) .,.wat,:.b ,.i✓;llrlr I;f ,1.,IF, .„ldi J, JIN..'.,t_d,1..,�, 4A�V .-+». .. W..+:q�' SCALE Ivo d p �i 1 4'p 8” MIN. DEPTH VARIES (SEE FOUNDATION PLAN,) 6X6 #10/10 W. W. MESH STEP_ DETAILE ,44 ..•.aH�i11 Hit ;;Hyl k., /A �-. ... -'_ .Ly .V.1',% 4rwo • .v .v .�'�'n 16 .d WIND PRESSURE-- (POS) -1-27.9 PSF WALL COMPONENTS AND CLADDING ( AREA a): WIND PRESSURE- (NEC.) - 30.8 PSF WIND PRESSURE- (POS) +24,5 PSF ELZ22 12" CLEAN TREATED COMPACT FILL. ENTRY MONOLITHIC SECTION: B '.4 :.. .tl ttl,. ._! rv1, .�. �..�. ,, !'.:d� 1m w�4a�'e3, h1.Wt.e en ldMt'�u a.. l) .,.wat,:.b ,.i✓;llrlr I;f ,1.,IF, .„ldi J, JIN..'.,t_d,1..,�, 4A�V .-+». .. W..+:q�' SCALE Ivo d p �i 1 4'p 8” MIN. DEPTH VARIES (SEE FOUNDATION PLAN,) 6X6 #10/10 W. W. MESH STEP_ DETAILE lL.,ai ..•.aH�i11 Hit ;;Hyl k., /A �-. ... -'_ .Ly .V.1',% WIND PRESSURE- (POS) SCALE : 3/4" WIND DESIGN PRESSURES ROOF STRUCTURE (MWRS): WIND PRESSURE- (NEG.) WIND PRESSURE- (NEC.) - 59.0 PSF WIND PRESSURE- (POS) + 39.2 PSF WALL STRUCTURE (MWRS): WIND PRESSURE- (PDS) WIND PRESSURE- (NEC.) -4Z2 PSF WIND PRESSURE-- (POS) -1-27.9 PSF WALL COMPONENTS AND CLADDING ( AREA a): WIND PRESSURE- (NEC.) - 30.8 PSF WIND PRESSURE- (POS) +24,5 PSF 7/2015, J12018 5 PSF 5 PSF GARAGE DOOR COMPONENTS AND CLADDING ( WALL AREA b): DOOR SIZE- 9'x 7; 9' x 8, 9'x 10' - WIND PRESSURE- (NEG.) - 27.0 PSF WIND PRESSURE- (POS) + 25.9 PSF DOOR SIZE- 16'x 7' 16'x 8' 16'x 10 WIND PRESSURE- (NEC.) - 25.4 PSF WIND PRESSURE- (POS) + 22.8 PSF ROOF COMPONENTS AND CLADDING ( AREA a): WIND PRESSURE- (NEG.) - 54.6 PSF(ZONE J -AREA a WIND PRESSURE- (NEG.) - 22.7 PSF(ZONE I -AREA b WIND PRESSURE- (POS.) f 12.5 PSF ZONE J -AREA a WIND PRESSURE- (PDS) f 11.0 PSF((ZONE 1 -AREA b) NOTE. a = PRESSURES BASED ON MIN, 50 SQ. FT AREA b = PRESSURES BASED ON MIN 100 SQ FT. AREA * THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017 RESIDENTIAL AND ARE DESIGNED TO WITHSTAND 140 MPH WIND VELOCITY AND RESIST THE NEG/POS WIND PRESSURES LISTED IN THE BUILDING DESIGN CRI TERIA TABLE (IN THIS PLAN ) ACTING IN ANY DIRECTION AND TO ACT NORMAL TO THE SURFACES CONSIDERED, o � 00 �qt �-c f coo c) m tet' q ��3 1:3-1 r ci_ r_r v —J LLQ q � p ELZ22 ASPHALT SHINGLES SEE TRUSS LAYOUT FOR TIE DOWN ANCHOR ALUMINUM DRIP EDGE 2 X 4SUB -FASCIA 7/16" O.S.B. BOARD OR BETTER (SEE ROOF SHEATHING DETAIL) - #15 FELT 12 SEE ELEVATIONS J, RE -ENGINEERED TRUSS -24"0.C. � 1/2" DRYWALL (GREEN BOARD) CLG. RATED OR 16„ STRUCT. SHEATH. -PAINTED y VENTED ALUMINUM SOFFIT � � TRUSSES TO BRG. KAYTEC/KATCAN VENTED PANEL 16I'il ON SOP OF LINTEL 1 W/ METAL SEAT PLATE F -CHANNEL FOR SOFFIT 18„x16” COMPOSITE LINTEL -ONE COURSE LINTEL BLOCK (1-J/5 BAR) OBER PRE CAST CONCRETE LINTEL (1-15 BAR) FILL ALL. 8 CMU BLOCK WALL FILLED W/ 1-15 TEXTURED FINISH OVER BLOCK COLUMN � li � BERT BAR -SEE FLOOR PLAN FOR �\� �I � SIZES & LOCA TIONS. �l BAR (FROM FOOTING TO LINTEL BEAM) � FILLED CELLS AS PER FLOOR PLAN i FINISHED FLOOR I I 4" CONCRETE SLAB 4" MIN. GRADE l 6 X 6-10/10 LL ° �. -= % W. W.M. 8d NAILS (COMMON) 4" 0. C. (TOP EDGES) 8d NAILS (COMMON) 12" O.C. (FIELD) 8d NAILS (COMMON) 6" O.C. BOTTOM EDGE OF SHEATHING SEE FOUNDATION PLAN CLEAN COMPACT FILL(TERMIIE TREATED) BARS (251) MIN,BAR LAP) SEE FOUNDATION PLAN TYPICAL WALL SECTION @ ENTRY 7/16" O.S.B. SHEATHING OR BETTER • GABLE/WALL SHEATHING DETAIL SCALE: 1 /2" = I) -o)) 8d NAILS (COMMON) SS NOTED OTHERWISE* ©16" 0. C. - STUDS 7/16" O.S.B. BOARD OR BETTER (SEE ROOF SHEATHING DETAIL) #15 FELT ---! 12 SEE ELEVATIONS ASPHALT SHINGLES TRUSS TIE DOWN ANCHOR SEE TRUSS LAYOUT ALUMINUM DRIP EDGE 2 X 4 SUB - FASCIA - VENTED ALUMINUM SOFFIT SEE KAYTEC/KATCAN VENTED PANEL 16" ELEV/. 6" MIN, F -CHANNEL FOR SOFFIT PRE- ENGINEERED PRE CAST CONCRE TE LINTEL OVER ALL WINDOWS & DOOR OPENINGS DOORS/WINDOWS PER SPECIFICATIONS PRE -CAST SILL PAINTED TEXTURED FINISH-­-- #5 INISH #5 BAR (FROM FOOTING TO — TIE BEAM) AT ALL CORNERS & FILLED CELLS AS PER FLOOR PLAN (MAX. ---8'0" O.C.) FINISHED FLOOR GRADE SEE FOUND. 1 SEE FOUND. PLAN FOR FOOTER SPECS PRE-ENGINEERED TRUSS-24"O.C. i R -JO INSULATION 0 1/1" DRYWALL CLG, RATED TRUSSES TO BRO. ON TOP OF LINTEL W/ METAL SEAT PLATE 8" CONCRETE "U" BLOCK FILLED W/ CONCRETE & 1- #5 BAR -CONTINUOUS �SILL PER SPECIFICATIONS I" it II 8" CMU BLOCK CONSTRUCTION I 61 1/2" DRYWALL OVER 14 P. T. 0 16" O.C. W/ J/4" INSULATION (R--5) BOARD. it I I 4" CONCRETE SLAB II _ 6 X 6-10/10 W.W.M. 1 p e 6 MIL VAPOR BARRIER CLEAN COMPACT FILL TERMITE IREA IED 2-15 BARS (25° MIN,BAR LAP) SEE FOUND, SCALE: 3/4" = 1'-0" 8d RING SHANK NAILS THIS NAILING PATTERN MEETS REQUIREMENTS PER SECTION R60J.2.J FOR ALL ZONES 1, 2 & J PER TABLE RJO1.2(2) & FIGURE RJO1.2(7) OF THE FBG. ROOF SHEATHING DETAIL SCALE: N/A 48712" GALV. OR ALUMINUM OFF -RIDGE VENT W/ 1 1/4" ELECTRG GALV. ROOFING NAILS 0 2" O.C. W/ ALL-WEATHER PLASTIC ROOF CEMENT ABV. & 8L FLASHING SHINGLES FEL T PAPER ROOF SHEA THING TRUSS TOP CORD MEMBER OFF-RIDGE SENT SCALE.- 112 11-011 SHINGLES FEL T PAPEF ROOF SHE/ TRUSS TOF CORD MEMS 28 GAUGE GALV. OR ALUMINUM FLASHING W/ 1 ROOFING NAILS 0 4' O.C. W/ ALL WEATHER PL, BTWN. FELT PAPER & SHINGLES (FIRST 18" FR( ASPHAL T SHINGLES 1/1" GREEN BOARD FASTEN TOP PLATE TO CEILING JOIST/ 2x4 BLOCKING WITH 2-12D 0 EA. CONTACT PT. (MIN. 24 O.C.) WALL COMPONENTS ALL TIED TOGETHER WITH THE EXTERIOR SHEATHING TEXTURED FINISH OVER PAPER BACK METAL LATHE OVER TYVEK HOUSE WRAP MOISTURE BARRIER OVER 7/16" D.S.B. BOARD. (SEE WALL SHEATHING DETAIL FOR NAILING PATTERN) THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017 RESIDENTIAL AND ARE DESIGNED TO WI THS TAND 140 MPH WIND VELOCITY AND RESIST THE NEG./POS WIND PRESSURES LISTED IN THE BUILDING DESIGN CRI TERIA TABLE (IN THIS PLAN ) ACTING IN ANY DIRECTION AND TO ACT NORMAL TD THE SURFACES CONSIDERED. METAL DRIP MGE- SCALE. ,fir = r -o• 7/16" O.S.O. BOARD OR BETTER 115 FELT --- 12 Agop- SEE pl TCH ELEVATIONS ROOF TRUSSES © 24 "0. C. R -JO INSULATION 1/2" DRYWALL-CLG. RATED SINGLE 2x4 TOP PLATE 2-2x10 W/ I" PLYWOOD FINCH PLATE ABOVE DOOR OPENING, R-11 INSULATION 1/2" DRYWALL OVER 2 X 4 STUDS-16"O.C. SEE EL EVA TIONS 2x4 P. T: BOTTOM PLATE FASTEN TO SLAB W-1/2" x 6" A.B. W-2" WASHER 0 48" O.C. 4" CONCRETE SLAB — — 6X6-10 low. wk. 6 MIL VAPOR BARRIER �42_r<____TREATED VIRCINICOMPACT SOIL SEE FOUNDATION PLAN FOR FOOTER/ SLAB SPECIFICATIONS WALL SECTION @ FRONT DOOR SCALE.- J14)'= 1'-0" . 8dNAILS (COMMON) 4° O.C. (BOTTOM EDGES) USE UNLE L2x- GABLE/WALL SHEATHING DETAIL SCALE: 1 /2" = I) -o)) 8d NAILS (COMMON) SS NOTED OTHERWISE* ©16" 0. C. - STUDS 7/16" O.S.B. BOARD OR BETTER (SEE ROOF SHEATHING DETAIL) #15 FELT ---! 12 SEE ELEVATIONS ASPHALT SHINGLES TRUSS TIE DOWN ANCHOR SEE TRUSS LAYOUT ALUMINUM DRIP EDGE 2 X 4 SUB - FASCIA - VENTED ALUMINUM SOFFIT SEE KAYTEC/KATCAN VENTED PANEL 16" ELEV/. 6" MIN, F -CHANNEL FOR SOFFIT PRE- ENGINEERED PRE CAST CONCRE TE LINTEL OVER ALL WINDOWS & DOOR OPENINGS DOORS/WINDOWS PER SPECIFICATIONS PRE -CAST SILL PAINTED TEXTURED FINISH-­-- #5 INISH #5 BAR (FROM FOOTING TO — TIE BEAM) AT ALL CORNERS & FILLED CELLS AS PER FLOOR PLAN (MAX. ---8'0" O.C.) FINISHED FLOOR GRADE SEE FOUND. 1 SEE FOUND. PLAN FOR FOOTER SPECS PRE-ENGINEERED TRUSS-24"O.C. i R -JO INSULATION 0 1/1" DRYWALL CLG, RATED TRUSSES TO BRO. ON TOP OF LINTEL W/ METAL SEAT PLATE 8" CONCRETE "U" BLOCK FILLED W/ CONCRETE & 1- #5 BAR -CONTINUOUS �SILL PER SPECIFICATIONS I" it II 8" CMU BLOCK CONSTRUCTION I 61 1/2" DRYWALL OVER 14 P. T. 0 16" O.C. W/ J/4" INSULATION (R--5) BOARD. it I I 4" CONCRETE SLAB II _ 6 X 6-10/10 W.W.M. 1 p e 6 MIL VAPOR BARRIER CLEAN COMPACT FILL TERMITE IREA IED 2-15 BARS (25° MIN,BAR LAP) SEE FOUND, SCALE: 3/4" = 1'-0" 8d RING SHANK NAILS THIS NAILING PATTERN MEETS REQUIREMENTS PER SECTION R60J.2.J FOR ALL ZONES 1, 2 & J PER TABLE RJO1.2(2) & FIGURE RJO1.2(7) OF THE FBG. ROOF SHEATHING DETAIL SCALE: N/A 48712" GALV. OR ALUMINUM OFF -RIDGE VENT W/ 1 1/4" ELECTRG GALV. ROOFING NAILS 0 2" O.C. W/ ALL-WEATHER PLASTIC ROOF CEMENT ABV. & 8L FLASHING SHINGLES FEL T PAPER ROOF SHEA THING TRUSS TOP CORD MEMBER OFF-RIDGE SENT SCALE.- 112 11-011 SHINGLES FEL T PAPEF ROOF SHE/ TRUSS TOF CORD MEMS 28 GAUGE GALV. OR ALUMINUM FLASHING W/ 1 ROOFING NAILS 0 4' O.C. W/ ALL WEATHER PL, BTWN. FELT PAPER & SHINGLES (FIRST 18" FR( ASPHAL T SHINGLES 1/1" GREEN BOARD FASTEN TOP PLATE TO CEILING JOIST/ 2x4 BLOCKING WITH 2-12D 0 EA. CONTACT PT. (MIN. 24 O.C.) WALL COMPONENTS ALL TIED TOGETHER WITH THE EXTERIOR SHEATHING TEXTURED FINISH OVER PAPER BACK METAL LATHE OVER TYVEK HOUSE WRAP MOISTURE BARRIER OVER 7/16" D.S.B. BOARD. (SEE WALL SHEATHING DETAIL FOR NAILING PATTERN) THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017 RESIDENTIAL AND ARE DESIGNED TO WI THS TAND 140 MPH WIND VELOCITY AND RESIST THE NEG./POS WIND PRESSURES LISTED IN THE BUILDING DESIGN CRI TERIA TABLE (IN THIS PLAN ) ACTING IN ANY DIRECTION AND TO ACT NORMAL TD THE SURFACES CONSIDERED. METAL DRIP MGE- SCALE. ,fir = r -o• 7/16" O.S.O. BOARD OR BETTER 115 FELT --- 12 Agop- SEE pl TCH ELEVATIONS ROOF TRUSSES © 24 "0. C. R -JO INSULATION 1/2" DRYWALL-CLG. RATED SINGLE 2x4 TOP PLATE 2-2x10 W/ I" PLYWOOD FINCH PLATE ABOVE DOOR OPENING, R-11 INSULATION 1/2" DRYWALL OVER 2 X 4 STUDS-16"O.C. SEE EL EVA TIONS 2x4 P. T: BOTTOM PLATE FASTEN TO SLAB W-1/2" x 6" A.B. W-2" WASHER 0 48" O.C. 4" CONCRETE SLAB — — 6X6-10 low. wk. 6 MIL VAPOR BARRIER �42_r<____TREATED VIRCINICOMPACT SOIL SEE FOUNDATION PLAN FOR FOOTER/ SLAB SPECIFICATIONS WALL SECTION @ FRONT DOOR SCALE.- J14)'= 1'-0" REQUIRED CONCRETE LINTEL 2x6 P. T. FASTENED TO FILLED 8" MASONRY LINTEL W/ 1/2'x6" ANCHOR BOLTS CONSTRUCTION W/ 2" WASHERS- 54" 0. C. (MAX.) TOP OF LINTEL 2x6 P, T. FASTENED TO FILLED CELL W/ 1/2"x6" ANCHOR BOLTS '- W/ 2" WASHERS- 30" O.C. (MAX.) FLOOR I. HOLD FIRST ANCHOR 4" FROM END OF 2x6 (TYP.) 8" MASONRY CONSTRUCTION WIND LOADSO"N OPENING SIZE TOTAL AREA TOTAL LOAD LENGTH OF BUCK ATTACHMENT LB. LIN. LOAD PER FT. OR BU. 1/2 32 WINDOW 26 3/8"x26" 4.8' 167 LB. 104 3/4" 19.1 LB. per FT. 1/2 33 WINDOW 26 3/8"x38 3/8" -1/2 35 WINDOW 26 3/8"x63" 25 SH WINDOW 36 7/8"x63" 7.'1' 11.8' 16.9' 247 410 586 LB. LB. LB. 129 '178 199 1/2 3/4" 3/4" 22.9 27.5 35.2 LB. LB. LB, per per per FT. FT, FT. 35 SH WINDOW 53"x63" 23.6' 820 LB. 232" 42.4 LB. per FT. 36 SH WINDOW 53"x72" 26.5' 920 LB. 250" 5 44.2 LB. per FT. DBL. FRENCH DR. 6'0"x6'8" 40.1' 1520 LB. 232" DBL.3068 78.6 LB. per FT. FRONT DOOR 3'0"x6'8" 22.8' 790 LB. 196 5 48.4 LB. per FT. 2'8"x6'8" GARAGE DOOR 16'0"x7'0" 20.5' 112.0' 711 3886 LB. LB. 192 180 7 44.4 259 LB. LB. per per FT. FT. LOAD FACTOR 34.7 LB. PER SQUARE FOOT 1. FOR EXTERIOR WINDOWS AND DOORS USE 1x4 P. T. BUCK ON JAMBS AND HEAD. 2. FOR GARAGE DOORS USE MINIMUM 2x6 P. T. BUCK FOR JAMBS AND REQUIRED SPRING PADS. 3, PROVIDED ENOUGH FASTENERS OF TYPE USED TO EQUAL OR EXCEED STATED LOADS ON TABLE, FASTENERS ARE REQUIRED NO CLOSER THAN 2" OR MORE THAN 4" FROM THE ENDS AND SPACED EQUAL IN DISTANCE ALONG BALANCE OF BUCK. * MINIMUM FASTENERS FOR TOP BUCK IS 2. * MINIMUM FASTENERS FOR SIDE BUCK IS 2. APPROVED FASTENERS: 3/16 TAPCON WITH 1-3/4" PENETRATION = 230 LB. OF HOLDING POWER. 1/4" TAPCON WITH 2" PENETRATION = 380 LB. OF HOLDING POWER. INSTALLATION SPECS: DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE JAMB OR BY JAMB CLIP.TAPCONS SHALL BE SECURELY FASTENED DIRECTLY INTO THE MASONARY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.TAPCONS SHALL PROVIDE LOAD TRANSFER FROM THE DOOR ASSEMBLY TO THE ROUGH OPENING SUBSTRATE. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH SECTION R301 OF THE FLORIDA BUILDING CODE 2017, AND ARE DESIGNED TO WITHSTAND 150 MPH(MAX.) WIND VELOCITY AND RESIST A (NEG.) -34.7 PSF AND (POS.) +34.7 PSF WIND PRESSURES ACTING IN ANY DIRECTION AND TO ACT NORPAAL TO THE SURFACES CONSIDERED. *WOOD FOR STRUCTURAL *ALL DOORS & WINDOWS SHALL *ALL DOORS & WINDOWS SHALL CONDITIONS TO BE MEET MANUFACTURERS MEET THE REQUIREMENTS OF GROUP II SPECIES OF INSTALLATION REQUIREMENTS THE SPECIFICATIONS: MINIMUM f =>1300 PSI. IN ACCORD WITH FBC ANSI/AMA/NWWDA 101 /IS2 2/97 b COMPLIANCE REPORTS. TAPCON SCREWS Il SIMPSON STRONGTIE ,! UPLIFT LIMITS FOR USE OF TAPCON SCREWS WITH MTSM20 I pll. V� MINIMUM SCREW EMBEDMENT: 1 1/2 wSCREW. 4 DIAMETER �I N0. OF SCREWS UPLIFT LATERAL 3/16" 4 860 j 90� STRAPS MAY BE DOUBLED FOR 1120 LBS. UPLIFT & 180 LBS. LATERAL LOAD. 1. SCREWS TO BE EMBEDDED IN CONC. FILLED LINTEL BLK. OR CONC. FILLED BLK. CELL. 2. CALCULATIONS BASED ON THE ALLOWABLE LOADS (REPORT #3370 ICBG) X 160% UPLIFT FACTOR. 3. TAPCONS MUST BE INSTALLED AS PER MANUFACTURED SPEC.'S. a TAPCON TRUSS TIE_ SCALE: N/A DI Ir"v. _ SILL/ HEAD BUCK FASTENERS WINDOW NO. OF FLANGE SIZE FASTENERS 1X 2 1/2 3X 2 2X 2 3X 3 3/16"x3" TAPCON (1 3/4" EMBED) 1x4 P.T. BUCK W/ TAPCON FASTENERS 1x4 P.T. S.Y.P. (STUD GRADE) FASTENERS: 1/4"x2 1/2" TAPCON (1 1/4" EMBED) SIDE BUCK FASTENERS WINDOW FLANGE SIZE N0, OF FASTENERS X2 2 X3 2 X4 3 X5 3 X6 3 X7 3 X8 3 ENGINEERING SPECS: WIND LOAD FACTOR: -34.7 (LBS. PER SQ. FT.) & +34.7 (LBS. PER SQ. FT.) WINDOW LOCATION CAN BE ANY POINT ON THE WALL. WINDOW IS LOCATED BELOW 30' ABOVE THE GROUND. FASTENERS REQUIRED TO BE WITHIN 4" OF BUCK END. NO CLOSER THAN 2" FROM BUCK END, FASTENERS TO BE SPACED EQUALLY. WINDOW STYLES INCLUDE: SINGLE/DOUBLE HUNG, HORIZONTAL ROLLER, AWNING OR FIXED CLASS. INSTALLATION SPECS WINDOW ASSEMBLIES SHALL BE ANCHORED THROUGH THE JAMB OR BY JAMB CLIP.TAPCONS SHALL BE SECURELY FASTENED DIRECTLY INTO THE MASONARY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.TAPCONS SHALL PROVIDE LOAD TRANSFER FROM THE WINDOW ASSEMBLY TO THE ROUGH OPENING SUBSTRATE. CMU SILL, JAMBS & HEADER EXPANSION STRIPS RECOMMENDED 0 JAMB (1) 3/16 X 1-1/2" TAPCON (MASONRY) TO FASTEN ANCHOR TO JAMB ANCHOR IN HORIZONTAL JOINT ABOVE FIRST COURSE OF BLOCK AND ON 24" O.C. RO REMAINING CRS. ANCHOR TO BE INSTALLED W/ PANEL REINFORCEMENTS PANEL REINFORCEMENT - 9 GA. HOT DIPPED GAL V. CROSS RODS 8" O.C. 2" WIDE STD. & 1-5/8" WIDE FOR TRIM LINE BLOCK. MORTAR PREPARED ACCORDING TO ASM C270 FOR TYPE N. SEALANT (SILICONE TYPE) RECOMMENDED. EXTERIOR GLASS BLOCK SPECS. FOR 150 MPH WIND LOAD, MAX. PANEL SIZE: 80 SQ. FT. Coi"'LASS BLOCK DETAIL SCALE: N/A ALUMN. WI 0 T�"T"RED FINISH '.M.U. BLOCK CONSTR.- TYP. 1X4 P. T WINDOW BUCK W/ �- 1/2" DRYWALL TAPCONS AS PER SCHEDULE. 1X2 P. T FURRING STRIPS WINDOW JAMB DETAIL SCALE: N/A ALUMN, �nn,nniAi P.C. CONC. SIL TEXTURED FINISH Sx8x16 C.M.L, WOOD OR MARBLE SILL 1X2 P. T FURRING STRIPS 1/2" DRYWALL WINDOW SILL DETAIL AA TEXTURED FINISH ALUMN. WIND( HEADER BUCK SIDE BUCK SILL BUCK WINDOW OPENING MASONRY ,. r� i O i WINDOW £ e a �� - Md4, f� i 4�� ,+ i f t`a �: Na P- _1 _ 1/2" DRYWALL P. C, CONC, LINTEL HEADER 1X6 P, T. FURRING STRIPS 1X4 P. T. WINDOW BUCK W/ TAPCONS AS PER FASTENER SCHEDULE INSTALLATION SPECS: SCALE: N/A WINDOW ASSEMBLIES SHALL BE ANCHORED THROUGH THE JAMB OR BY JAMB CLIP.TAPCONS SHALL BE SECURELY FASTENED DIRECTLY INTO THE MASONARY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.TAPCONS SHALL PROVIDE LOAD TRANSFER FROM THE WINDOW ASSEMBLY TO THE ROUGH OPENING SUBSTRATE. 1x4 P.T. BUCK W/ 1/41°x .3" TAPCON FASTENER SCHEDULE DOOR MIN. # FASTENERS SI SINGLE DOOR mm 2068 - 2668 4 3 2868 - 3068 4 3 2668 -- 3068 W/ (1) SIDELITE 4 4 2668- 3068 WL(2) SIDELITES 4 5 2680- 3080 5 3 2680 -- 3080. W/ 1 SIDELITE 5 4 2680 - 3080 W 2 SIDELITES 5 5 DOUBLE DOOR DBL. 2068 - 2468 4 5 DBL. 2668 - 2868 4 5 DBL.3068 4 6 DBL. 2868 - 3068 W 2 SIDELITES 4 7 DBL. 2680 - 2880 5 5 DBL 3080 5 6 DBL. 2880 - 3080 W/ (2) SIDELITES 5 7 18 0. C. MASONRY 4" MA. OPENING 2" MIN. 4" MAX. ° FIEADER 2" MIN. BUCK �t Q) SIDE BUCK DOOR 4" MAX. OPENING 2" MIN. BUCK: FASTENERS 1x4 P.T. S.Y.P. 1/4'x3" TAPCON (STUD GRADE) (1314' EMBED) ENGINEERING SPECS: WIND LOAD FACTOR: -34.7 TO +34.7 LUS. PER SQ.FT. DOOR LOCATION MAY BE AT ANY POINT ON A WALL. DOOR IS LOCATED BELOW 30' ABOVE THE GROUND. FASTENER REQUIRED TO BE WITHIN 4" OF BUCK END NO CLOSER THAN 2" FROM BUCK END. FASTENERS TO BE SPACED EQUALLY, INSTALLATION SPECS: DOOR ASSEMBLIES SHALL BE ANCHORED THROUGH THE JAMB OR BY JAMB CLIP.TAPCONS SHALL BE SECURELY FASTENED DIRECTLY INTO THE MASONARY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL, TAPCONS SHALL PROVIDE LOAD TRANSFER FROM THE DOOR ASSEMBLY TO THE ROUGH OPENING SUBSTRATE, MASONRY DOORU"PENINGS ALLBRANDS SCALE: N/A * THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017 RESIDENTIAL AND ARE DESIGNED TO WI THS TAND 140 MPH WIND VELOCITY AND RESIST THE NEG./POS, WIND PRESSURES LISTED IN THE BUILDING DESIGN CRITERIA TABLE (IN THIS PLAN ) ACTING IN ANY DIRECTION AND TO ACT NORMAL TO 'THE SURFACES CONSIDERED. v WOE irk 00 c n c� It �� c� "T 0 � U �