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Home My WebLink About5130 20th StROOF VENTS 1 115 SQ. INCH NET FREE VENTILATION PER VENT 30 YR. DIMENSIONAL SHINGLE ROOF \1 1-01 MASONRY WALL W/ CEMENTIOUS FIN. � +43.5-47.3 40)-Oy' REAR ELEVATION 1/4)14-0" L� 17'-4" T.O.R. IRV jk 12'-1- TOR IRV jk 8'-0- WALL HT. MF jh 6'-.8- HDR. HT. IRV J4 0--0' FIN. FLR. 12 5 F::: J4 13'-7" TCIR +43.5-47.3 ELEIATION CD!, c REVIEVV DATE CITY. OF Zc�pMYRN&I I �- PLANS mXAA4j-m=m +43.5-47.3 VAA � 0� ?opt y W1, r8 P, A L sultolivG op �90j, CODe, ReVA/LjjVG F RIGHT SIDE ELEVATION I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. jt%j111!jjjj N EL r A \_\C E A/ No. 53608 8 TAA 0 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smiffi P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: La deMontmollin 90 Country Club Lane Mulberry, Fl. 33860 Phone: (863)397-7525 DATE: 02-15-18 DRAWN BY: LE.D. REVISION: DATE: R- 1 R- 2 R- 3 R- 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5130 20TH. ST. ZEPHYRHILLS,, FL 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN ELEVATIONS DWG, WB-1 REV. 0 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. EGRESS 5'- 11 31'j-"2" " 1 1 I-011 L 5'-0" L 20'-0" M "I FLOOR PLAN 1/4"=11-0" EGRESS 3/8" MIN. SOLID WOOD DR OR 20 MIN. FIRE -RATED DOOR PER R302.5.1 OR SELF -CLOSING DOOR PER R302.1 DWELLING/GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS AND WALLS, TO BE NOT LESS THAN 1/2" GYPSUM BOARD OR EQ., APPLIED TO GARAGE FRAME SIDEWALLS AND CEILINGS. PER R302.6 SF AREA: LIVING 1644 SF ENTRY 24SF LANAI 131 SF GARAGE 420 SF UNDER ROOF 2219 SF I 'o % % I i 1 11 ! 1 ij'�' ,N � � E \9 L�'. 041,1 \,\C E Al lt� 4z 6� M0.53608 10 STA F I r ts, Sa '0 �3 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBEIb 53608 Plans By: La deMontmollin 90 COunt'7 Club Lane Mulbeny, FL 33860 Phone: (863)397-7525 DATE: 02-15-18 DRAWN BY: LE.D. REVISION: I DATE: Rr 1 Rr 2 Rr 3 Rr 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5130 20TH. ST. ZEPHYRHILLS, FL 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN FLOOR PLAN DWG, WB-2 10 A A FOUNDATION PLAN 1/4$1=1 J-0" I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. X%%111111 N\ '4 F- L 7' 0 No.53608 T 0 0 R PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmollin 90 Country Club Lane Mulben-y, FL 33860 Phone: (863)397-7525 DATE: 02-15-18 DRAWN BY.- LE.D. REVISION: DATE: R- 1 R- 2 R- 3 R- 4 PROJECT ADDRESS, BU ERFIELD INVESTMENTS, INC. 5130 20TH. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN FOUNDATION PLAN DWGw WB-3 REV. 0 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. FE kTTACHED TO STUDS KNEE WALL DETAIL 3/41'=1 P—O)p FASTEN ROOF SHEATHING W/ 8d NAILS @ 6- O.C.- 0 EDGES, 12" D.C. @ FIELD & 4" O.C. ALONG NAILER 2x6 NAILER BELOW SHEATHING --,' FASTEN ALONG VALLEY W/ 10d NAILS @ 4" O.C. ECTION @ VALEY-SET ATTACHMENT 3/411= 1 1—O)l ENG'R. TRUSS NOTE: THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER I—n" 1, )'—n)' 1, gn,—n" ROOF PLAN 1/4"=11-0" t I I I I 'p E- L 7- o,,., V oc E fv��. No- 53608 A STATE OF 1011 t4� PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smim" P.E. FLORIDA LICENSE NUMBEIL 53608 Plans By: La deMontmollin 90 Country Club Lane Mulberry, Fl. 33860 Phone: (863)397-7S25 DATE: 02-15-18 1 DRAWN BY: LE.D. REVISION: R- 1 R- 2 R- 3 R- 4 DATE: PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5130 20TH. ST. ZEPHYRHILLS, FL 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN ROUPLAN DWG, WB,4 REV, 0 PRE-ENGINEERED TRUSS 0 2'-0' O.C. (TYP.) 30 YR. DIMENSIONAL SH�k 4S ON LINE OF LOAD PATH 30# FELT PAPER ON 5 8 SHEATHING SEE UNDERLAYMENT APPLICATION NOTE 12 ON SHEET JH-S4 5 SHEATHING THICKNESS PER R803.1 FASTEN SHEATHING PER R803.2.3.1 CONT * ALUM - - - - - - - - - - - DRIP STRIP 6" ALUM. FACIA R- 30 INSULATION 1 2' CEILING BOARD W/ M N Yt SOFFIT f-o" XOCKDOWN CEILING NOTE: POURED LINTELS WILL BE 3000 psi CONIC. PLASTERING WITH PORTLAND CEMENT PLASTER IN ACCORDANCE WITH R703.6.2 MIN. THK. = 1/2' EACH PLASTER COAT MUST BE KEPT MOIST FOR A MINIMUM OF 48 HOURS PRIOR TO APPLYING SUBSEQUENT COATS PER R703.6.4 TWO -COAT CEMENT PLASTER APPLICATIONS: 7-DAY WAIT TIME BEFORE APPLYING FINISH COAT THREE -COAT CEMENT PLASTER APPLICATIONS: 48 HOURS WAIT TIME BEFORE APPLYING FINISH COAT t7i PER R703.6.5 H� C/-) Lr) n ry m ry WNONC. SO,, SIMPSON HETA20 8' X 8' KNOCK -OUT BLOCK W/ 15 CONTINUOUS REBAR 8' X 8' PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS —SINGLE HUNG ALUM. WINDOW (TYP.) PRECAST CONIC, THIN THRU WALL SILL 0 WINDOW (TYP.) //:MARBLE SILL co MOR NGE PEEL OR KNOCK -DON NE COAT OF PAINT ON INTERIOR WALLS 8' CONC. BLOCK WALL RUNNING BOND INSTALLATION Y2: GYP. WALL BOARD ON /4 P.T. FURRING STRIPS W/ 3�,4" TUFF-R INSULATION 1 OARD - R-5.0 4' CONC. SLAB 2500 psi wl 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER -111 1EE1 I 1=1 I M I El YLEAN POISONED AND 6MPACTED SOIL 4 STANDARD 90'BEND I T co — 4 T A �f (2) #5 CONTINUOUS FOOTER REBAR CHAIR IN FOOTING 3' CLEAR. 16" TYPICAL WALL SECTION 3/4" = 1)-Ojp 25 )) REBAR ___ LAP ___DIS_TANCE__ #5 DOWEL TO MATCH \1 (1) #5 VERT. IN VERTICAL REINFORCING W/25" MINIMUM LAP FILL CELLS ROOF VENTILATION AS PERHEADER BLOCK FBCR SECTION R806 CLIMATE ZONE 2A 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL 6x6 10/10 W.W.M. MIN. OPENING = 3" GRADE 6 MIL VAPOR BARRIER CLEAN, POISONED AND COMPACTED STANDARD 90' BEND ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. BELOW GRADE (2) #5 CONTINUOUS 16" LOAD BEARING STEM WALL FOOTING 3/4" = 11-13" 6x6 10/10 W.W.M. 6 MIL VAPOR BARR'FR-- - >11 CLEAN, POISONED —i Pill AND COMPACTED 'd..4 STANDARD 90-BEND ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. 16' BELOW GRADE 70, r---------------------------------------------------------- ----------------------------------- I CORNER CONTINUITY & WALL REINFORCEMENT 3/4" = 1j—O'j GRAD! (2) #5 CONTINUOUS ENTRY/PATIO STEM WALL FOOTING 3/4' = 1'-0" 1 /1" DIA. E.B. OR TOGGLE BOLTS @ 24" O.C. 2X4 STUDS @ 16" O.C. 2X4 P.T. STUD #5 VERT. IN C I L CEH S 2X4 STUDS @ 16" TRS . ..... HEADER BLOCK #5 DOWEL TO MATCH W/ R-11 INSUL. (MIN.) VERTICAL REINFORCING 1/2" DIA. AB'S x 7" EMBED LATE W/25" MINIMUM LAP 2X4 P.T. P 0 48" O.0 MIN.. 2X4 P.T. PLATE 4"X4" INSPECTION PORT AT 6x6 10/10 W.W.M.--\ 6x6 10/10 W.W.M. EACH FILL CELL TYPICAL MIN. OPENING 3" — — — — — — - — --- — 4 6 MIL VAPOR BARRIER 411 GRADE 6 MIL VAPOR BARRIER -1 CLEAN, POISONED --------- AND COMPACTED *00 CLEAN, POISONED (2) #5 CON'T, AND COMPACTED .'7 '4�Ei I 1=1 I STANDARD 90'BEND ALL CONC. BLOCK w/ DOWELS (2) #5 CONTINUOUS *T TO BE FILLED SOLID wl CONC. BELOW GRADE 25 MIN. LAP CONTINUITY OF FOOTING & FDN. WALL REINF. DETAIL 3/4" = 11-0" FRAME WALL TO LOAD BEARING CMU CONNECTION 3/4" = l'—Oj' 4" 3000 PSI CONC. 'L 6x6 10/10 W.W.M. > — — — — — — — — — 4- 6 MIL VAPOR BARRIER . 1— 0 .1 - H CLEAN, POISONED AND COMPACTED 1211 FRAME WALL TO GARAGE FLOOR STEP-DOWN 3/411 = 11-011 MIN, OF 12" BLW UNDISTURBED SOIL. GRADE % -1 M SV (2) #5 CONTINUOUS MONOLITHIC FDN. DETAIL 3/411 = 11—O's LINTEL RATINGS LINTEL LENGTH CLEAR SPAN LINTEL p[f 2'-10" 1/-( // 1700 3/-6// 21-2# 1700 4/-0// 2/-81/ 900 4/-6// 3-2" 900 5/-4# 4/-0// 900 5'- 10 41-6// 900 6/-6// 5/-2# 1200 7/-6// 6/-2# 800 8/-4// 7/-Ol/ 650 9 / - 4 // 8f-0// 450 10'-6" 9/-2// 350 11'-4" 101-01, 450 12'-0" 101-81, 400 12'-6" 11'-2` 350 13'-4" 12'- 0'/ 350 14/-0" 12'-8/ 350 14'-8" 13'-4" 350 17/-4'/ 16/-0// 470 19"-4" 181-01, 500 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7_10, fii FBC 2017 6TH. EDITION. VV N"'N 7' 4 Aj- 0,36 08 0 0" PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smiffi P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: La deMontmollin 90 Country Club Lane Mulberry, Fl. 33860 Phone: (863)397-7525 DATE: 02-15-18 DRAWN BY: LE.D. REVISION: DATE: Rr 1 2/15/18 Rr 2 R- 3 Rr 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5130 20TH. ST. ZEPHYRHILLS, FL 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN WALL SECTION DWG, WB=5 DvVo 0 X%ju T —NiT—i IfiffI17,17111fl—I _7 _177-1 I HEREBY CERTIFY THAT I IIAVE REVIEWED THIS PLAN AND FOUND IT fO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. ROOF NAILING SCHEDULE R803.2-3.1 SHEATHING FASTENING WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8d RING —SHANK NAILS AT 6 )) O.C. AT EDGES AND 6 )) O.C. AT INTERMEDIATE FRAMING, RING —SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 1. 0.113 INCH SHANK DIAMETER. 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. 3. 16 TO 20 RINGS PER INCH. 4. 0.280 INCH FULL ROUND HEAD DIAMETER. 5. 2 INCH NAIL LENGTH, R905.2.2 UNDERLAYMENT APPLICATION UNDERLAYMENT SHALL BE INSTALLED USING ONE OF THE FOLLOWING METHODS: 2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33% SLOPE) OR GREATER, UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE 11 OR TYPE IV OR ASTM D 6557 AND SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 J; , FASTENED WITH 1—INCH ROUND PLATIC CAP, METAL CAP NAILS OR NAILS AND TIN —TABS ATTACHED TO A NAILABLE DECK WITH TWO STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER'S RECOMMENDATIONS, END LAPS SHALL BE OFFSET BY 6 FEET. 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH AN APPROVED SELF —ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF —ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. R905.2.4 ASPHALT SHINGLES ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR D3464. ASPHALT SHINGLES SHALL BE RATED FOR INDICATED WIND SPEED. R905.2.4 ASPHALT SHINGLE FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS, MINIMUM 12 gage SHANK WITH A MINIMUM 8' INCH DIAMETER HEAD, ASTM F 1667) OF A LENGHT TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 34 )) INCHES THICK THE FASTENERS SLAA PENETRATE THROGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. R905.2.6 ASPHALT SHINGLE ATTACHMENT ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER, BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO PER INDIVIDUAL SHINGLE. V E ....... AV Oc E'1Vi*-..!' No- 5360,9 no- 0/i I/ I PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmollin 90 Country Club Lane Mulbeny, FL 33860 Phone: (863)397-7525 DATE: 02-15-18 DRAWN BY: LE.D. REVISION: DATE: Rr 1 Rr 2 Rr 3 Rr 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5130 20TH. ST, ZEPHYRHILLS, FL 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN ROOF NAILING DWG. WB=6 REV. 0 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-101 & FBC 2017 6TH. EDITION. 200 AMP MAIN BREAKER 40 CIRCUIT SURFACE MOUNT PANEL I METER CAN BY ELECTRIC UTILITY CO. 200 AMP L-2" C WITH 3-4/0 THW AL TO UNDERGROUND #4 CU, GROUND SERVICE BY ELECTRIC UTILITY CO. I> TO COLD WATER LINE (P`AX 8" GROUND LINE SCO CO. ATTACH TO FOOTER REBAR) (BACK TO BACK SERVICE/OFFSET SIMILAR) A �EX�.200�AM �PE�LECT�Rl CAL RISER N. T. S. a 100 AMP MAIN BREAKER 20 CIRCUIT SURFACE MOUNT PANEL #4 SER CU. - OR 100 #2 SER ALUMN. AMP ELECTRICAL PLAN 1/4$)=11-0" ELECTRICAL NOTES 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE UTILITY COMPANIES. 2, COORDINATE ALL WORK WITH ALL TRADES. 3. MOUNT ALL OUTLETS AND RECEPTACLES PLUMB AND FLUSH WITH WALLS. 4. RECEPTACLES SHALL BE MOUNTED 12" AFF UNLESS SHOWN OTHERWISE. 5. INSTALL ELECTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED IN ACCORDANCE WITH THE MANUFACURERS WRITTEN INSTRUCTION,THE APPLICABLE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION "STANDARD OF INSTALLATION" AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTION SERVE THE INTENDED FUNCTIONS. 6. ALL WIRE SHALL BE STD. #10 AND #12 AND SHALL BE ROMEX OR NM CABLE TYPE B OR APPROVED EQUAL. 7. COORDINATE ELECTRICAL REQUIREMENTS FOR A/C WITH A/C CONTRACTOR. 8, ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON AN AFC1 (ARC FAULT CURCUIT INTERRUPTER) PROTECTED CIRCUIT. 9. COMBINATION SMOKE DETECTOR/CARBON MONOXIDE DETECTOR TO BE ,__ LOCATED WITH -IN 10 f OF EACH BEDROOM BEDROOM EMERGENCY EGRESS SHALL BE DIRECTLY TO OUTSIDE EGRESS WINDOWS SHALL BE SIZED) LOCATED AND INSTALLED PER FBC 2017 ALL BEDROOM ELECTRICAL OUTLETS MUST BE ARC -FAULT ARC FAULT PROTECTED OUTLETS SHALL BE INSTALLED PER NEC 210,12(B), GFI PROTECTED CIRCUITS SHALL BE INSTALLED IN GARAGE ADDITIONS) BATHROOMS & KITCHENS) LAUNDRY ROOMS AND OUTSIDE RECEPTACLES I " �1111 I I I If,I E I - A/0- 5360,9 OF Z. qq PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smiffi P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: La deMontmollin 90 Country Club Lane Mulberry, Fl. 33860 Phone: (863)397-7525 DATE: 02-15-18 DRAWN BY: LE.D. REVISION: I DATE: R- 1 R- 2 R- 3 R- 4 PROJECT ADDRESS: BU ERFIELD INVESTMENTS, INC. 5130 20TH. ST. ZEPHYRHILLS, FL 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN ELECTRICAL PLAN DWGm WB=7 REV. 0 11T I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10s & FBC 2017 6TH. EDITION. ENGINEER'S NOTES ALL WORK TO BE DONE ACCORDING TO FLORIDA BUILDING CODES. BUILDINGS OR STRUCTURES SHALL CONFORM TO 2017 FBC 6TH, EDITION BUILDING, AN ADDITION TO A BUILDING OR STRUCTURE SHALL COMPLY WITH THE FBC'S AS FOR NEW CONSTRUCTION WITHOUT REQUIRING THE EXISTING BUILDING OR STRUCTURE TO COMPLY WITH ANY REQUIREMENTS OF THOSE CODES OR OF THESE PROVISIONS EXCEPT AS REQUIRED BY CHAPTER 10, WHERE AN ADDITION IMPACTS THE EXISTING BUILDING OR STRUCTURE, THAT PORTION SHALL COMPLY WITH THIS CODE. CREATION OR EXTENSION OF NONCONFORMITY, AN ADDITION SHALL NOT CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE ADDITION IS BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS. ASSUMED SOIL BEARING CAPACITY TO BE 2000 PSF, SOIL CAPACITY TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, INFORM ENGINEER OF VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. CONCRETE 1 MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 2500 PSI IN 28 DAYS, ALL CONCRETE SHALL BE 'READY MIXED' AND IN ACCORDANCE WITH A.S.T.M, SPECIFICATION C-94. SLAB ON FILL : INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES, ALL SLABS TO BE REINFORCED WITH 6X6 10/10 WELDED WIRE MESH, LUMBER 1 1. STORE LUMBER OFF GROUND, KEEP WELL VENTILATED AND COVERED. 2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN. 3, ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY, 4, ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED, 5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN LUMBER STANDARD PS 20-70, 6, MOISTURE CONTENT OF LUMBER 2' OR LESS IN THICKNESS SHALL BE 19% OR LESS AT THE TIME OF INSTALLATION, STRUCTURAL LUMBER TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) SPECIFICATIONS. ALL LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED. TERMITE TREATING : SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0' BEYOND THE PERIMETER LINES OF THE BUILDING, ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3' AGAINST SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REBAR, HEADERS SHALL BE DBL. 2X MEMBERS AND LAMINATED W/1/2' PLYWOOD GLUED W/CONSTRUCTION ADHESIVE AND NAILED W/#16D COMMONS 16' O,C. ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR, TO MEET LOADS AS INDICATED, DOORS & WINDOWS ENGINEERS NOTES1 DESIGN LOADS1 A. WIND LOADS, PER: 1) RISK CATEGORY h - PER (TABLE 1604.5/TABLE 1.5-1) 2) EXP. -C-, PER TABLE 1609.4,5/SECTION 26.7.5 3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 140 MPH u(t 3 SEC GUST 4) NOMINAL DESIGN WIND SPEED, V (ASD) = 110 MPH asd 3 SEC GUST 5) INTERNAL PRESSURE COOFFICIENT, GCPI = .18 ENCLOSED PER TABLE 26.11.1 6) COMP. & CLADDING PRESSURES PER TABLE R301,2(2), UNLESS SPECIFICALLY LABELED ON PLAN B, LIVE LOADS, PER 1607, INCLUSIVE BUT NOT LIMITED TO: 1) ROOF LIVE LOAD = 20 PSF 2) FLOOR LIVE LOAD = 40 PSF 3) UNINHABITTABLE ATTIC LIVE LOAD = 10 PSF 4) HABITTABLE ATTIC LIVE LOAD = 20 PSF C. DEAD LOADS, PER 1606, INCLUSIVE BUT NOT LIMITED T01 1) ROOF DEAD LOAD (TOP CHORD) = 25 PSF 2) ROOF DEAD LOAD (BOTTOM CHORD) = 10 PSF 3) FLOOR DEAD LOAD 20 PSF APPLICABLE CODES: 6TH. EDITION, 2017 FLORIDA BUILDING CODE, BUILDING, PLUMBING, MECHANICAL, FUEL GAS, AND/OR EXISTING BUILDING GTH. EDITION, 2017 FLORIDA FIRE PREVENTION CODE (IF APPLICABLE) 2014 NATIONAL ELECTRICAL CODE DATA SUMMARY1 BUILDING USD SINGLE FAMILY RESIDENCE TYPE R1. CONSTRUCTION TYPE V, UNPROTECTED, UNSPRINKLED ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20- WIDTH, 24- IN HEIGHT & 5,7 SQ. FT, IN AREA, THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44- OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54, A.F.F. WINDOWS GREATER THAN 72' ABOVE 72' FINISHED GRADE SHALL HAVE THW WINDOW SILL HEIGHT GREATER THAN 24' OR PROVIDE AN FALL PREVENTIVE DEVICE PER R616.2. DOORS & WINDOWS THE OPERATING MECHANISM FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL, WINDOWS INDICATED WITH (E) OR EGRESS MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N,F.P.A, 101 CHAPTER 24, ALL GLASS WITHIN 24- OF ANY DOOR, SLIDING GLASS DOOR, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS WITHIN LESS THAN 60" AVOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308, SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4' DIA. x 3 1/2' TAPCON SCREWS, 6' FROM EACH END AND 12' C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W1 (2) ROWS OF 2cl NAILS AT 10' C/C. GYPSUM WALLBOARD PROVIDE 112" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8' TYPE 'X' GYP, BPOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE, GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC AREA BY NO LESS THAN 1/2' GYP, BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' A.F.F. NON-13EARING INTERIOR PARTITIONS ALL INTERIOR NON BEARING PARTITIONS SHALL BE 2X4 SPF @ 16' O.C. MAX, SPACING WITH SINGLE TOP AND BOTTOM PLATE W/ 112' GYP. DRYWALL EACH SIDE, FLORMA "PROVED PRODUCTS LIST Parent Approval Manufacturer Category Subcategory App/Seq # Product MOM # or Name Model Description I FL15220.6 Plastico, Inc. Exterior Doors Swinging Ext. Door i Opaque Fiberglass Door 'Entry Door FL15220.5 Plastico, Inc. Exterior Doors Ext.-Door Assemblies J Opaque Fiberglass Door Glazed Fiberglass Door -Swinging i FL15279-R5 Clopay Building Products Company Exterior Doors Sectional Ext. Door Assemblies FL14911-R8 Silverline Bldg. Products Windows i Single -Hung Aluminum FL14911-R9 Silverline Bldg. Products Windows Single -Hung urninum FL6067-R7 Silverline Bldg. Products Windows Mullion Aluminurn FL 16626-1 -R3 Tamko Building Products Roofing Underlayments TW Underlayment FL16305.1-R3 Tamko Building Products Roofing Asphalt Shingles Fiberglass Reinforced FL15272 Alside Panel Walls Soffits J �Aluminum FL1 1473-R2 Simpson Strong -Tie Co. Structural Components Truss Anchors ;HETA Embedded Truss Anchor FLI 1473-R2 Simpson Strong -Tie Co. Structural Components Truss Anchors ':META Embedded Truss Anchor FLl045_6.2-R4__.__ ie i Simpson Strong-Ti Co. Structural Components Wood Connectors Anchors J_ H2,5 FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors, Anchors Spi FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors SP2 FLI 1473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors LSTA12 Strap Ties NoTjE M:j?, FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. COMPONENTS AND CLADDING - EXP, 'C' PER TABLE R301.2 140 Utt - DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS (NOMINAL) COMPONENT ZONE EFFECTIVE WIND AREA WALL 10 SQ. FT. 20 SQ, FT, 50 SQ. FT, 100 SQ. FT, 500 SQ, FT, WALL +45.5 PSF / -49.3 PSF +43.5 PSF / -47.3 PSF +40,8 PSF / -44.6 PSF +38.7 PSF / -42.0 PSF +33.9 PSF / -37.e PSF WALL +45.5 PSF / -60.9 PSF +43�5 PSF / -56.8 PSF +40.8 PSF / -51.3 PSF +38.7 PSF / -47.3 PSF +33.9 PSF / -3&3 PSF NOTE: ALL EXTERIOR DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010. ALL CONNECTIONS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE. 3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 5. DESIGN OPENING PRESSURES ENCLOSED BUILDING EXPOSURE 'Bo DOOR/WINDOW TAG ZONE PRESSURE 5068 FR. DR. 4 40.8 44,6 3068 DR. 4 43.5 47.3 2868 FR. DR, 4 43.5 47.3 37x63 25 SH 4 43.5 47,3 2-37x63 2-25 SH 4 40.8 44.6 37x5l 24 SH 4 43,5 473 51 5/8 x 50 5/8 35 SH 4 43,5 473 26 x 50 5/8 34/2 SH 4 45.5 49.3 1670 OHD 4 33,9 37.8 REQUIRED ATTIC VENTILATION AREA OF ATTIC 2219 NET FREE VENTILATION AREA REQ'D. 1/300 REQ'D. VENTILATION ATTIC 2219/300 7.397 VENTILATION AREA x SQ. INCHES PER FOOT (144) 1065.12 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 532.56 OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT 532.56/115 TOTAL # OF VENTS REQUIRED 4.53 TOTAL # OF VENTS PROVIDED 5 SOFFIT VENTILATION AREA 11.736 SQ, INCH PER PER L.F. 532.56/11.736 TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED 45.378 * AREA OF ATTIC IS THE PERIMETER OF THE HOUSE (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) DRAWING PAGE INDEX W13-1 - ELEVATIONS W13-2 - FLOOR PLAN WB-J - FOUNDATION PLAN WB-4 - ROOF PLAN W13-5 - WALL SECTION & DETAILS W13-6 - ROOF NAILING W13-7 - ELECTRICAL PLAN W13-8 - ENGINEERING NOTES NN E L T,0 4, . 00 ..0 No.53608 STATE 0j= -4 All 0" W, PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, Fl. 33860 Phone: (863)397-7525 DATE: 02-15-18 DRAWN BY: LE.D. REVISION: Rr 1 Rr 2 Rr 3 Rr 4 DATE: PROJECT ADDRESS: BU ERFIELD INVESTMENTS, INC. 5130 20TH. ST. ZEPHYRHILLS, FL 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN ENGINEERING W�TES DWG, WB=8 nu xxjuvs 0 '0 i 2.219 6