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HomeMy WebLinkAbout5023 Summerhill DrI HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. ROOF VENTS 115 SQ. INCH NET FREE VENTILATION PER VENT 30 YR. DIMENSIONAL SHINGLE ROOF MASONRY WALL W/ CEMENTIOUS FIN. +45.5-49.3 +43.5-47,3 MASONRY WALL W/ CEMENTIOUS FIN. e LEFT SIDE ELEVATION 1 /4"=1'-0" 30 YR. DIMENSIONAL SHINGLE ROOF +43.5-47.3 I[::] +40.8-44.6 RIGHT SIDE ELEVATION 1 /4"=1'-0" +43.5-47.3 +40.8-44.6 FRONT ELEVATION 1 /4"=1'-0" f_de1 REAR ELEVATION 1 /4"=1'-0" _R„ 16'-8" T.O.R. AK ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZE'HYRI11US ORDINANCES `IN1111R;1`1l ,de N c L 7- V\ ••e•ea.ee•e QP \C ENs�e �S',� �® No. g3608 P� Ts 10 �l dAL� = 4•�� .0 ' ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontinollin 90Country Club Lane MWbeny, FL 33e60 Phones (863)397-7525 DATE: 02-15-18 DRAWN BY: L.E.D. REVISION: I DATE: R-1 R- 2 R- 3 R- 4 PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5023 SUMMER HILL DR ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN ELEVATIONS DWG. 2WB=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. ) _ & to FLOOR PLAN 1 /4"=1'-0" I_jqff 1 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 1780 SF ENTRY 30 SF LANAI 112 SF GARAGE 438 SF UNDER ROOF 2360 SF %IIII3d,�4�� `� �O •••eo•es.o• S �'' No. 53608 : s : S TE OF • • R L �PZ_ ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 Plans By: Larry deMontmollin 90 Country Club Lane Mulben9, F1.33B60 Phone:(863)397-7525 DATE: 02-15-18 DRAWN BY: L.E.D. REVISION: R-1 R- 2 R- 3 R- 4 i_17A 0 4 PROTECT ADDRESS: BU'ITERFIELD INVESTMENTS, INC. 5023 SUMMER HILL DR. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN FLOOR PLAN DWG. 2WB=2 REV. 0 s FOUNDATION PLAN 1 /4"=1$-0" I HEMP CERTIFY THAT I HAVE RBVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-101 & FBC 2017 6TH. EDITION. LTON P'i_ No. 53608 �TA E Of , PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 Plans By: Larry deMontnollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-18 DRAWN BY: L.E.D. REVISION: DATE: R-1 R- 2 R- 3 R- 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5023 SUMMER HILL DR. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN FOUNDATION PLAN DWG. 2WB=3 REV. 0 r c I I 40'-0" CAD 61-811 I I I I I I I I I I I I I I I i i I I I I I I I I I I I I I I I KNEE WAI.I. I I I I I------------------------- I I I �I II I I I III III I { I.� -------------------- --- I I I I I I I I I I I I I I I I I I I I I I I I ,» „ 13 1 " ROOF PLAN 1 /4"=1'-0" IE iTTACHED TO STUDS I KNEE WALL DETAIL 3/4"-1,-0„ FASTEN ROOF SHEATHING W/ 8d NAILS ® 6" O.C.- 0 EDGES, 12' O.C. 0 FIELD & 4' O.C. ALONG NAILER 2z6 NAILER BELOW SHEATHING FASTEN ALONG VALLEY W/ 10d NAILS @ 4' O.C. SECTION @ VALEY-SET ATTACH M EN T 3/4"=1'—O" ENG'R. TRUSS NOTE: THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-101 & FBC 2017 6TH. EDITION. N1 E L T o cS' � ^ 9 No. 5360, 08 SO ills 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: L.E.D. REVISION: DATE: R-1 R- 2 R- 3 R- 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5023 SUMMER HILL DR ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN ROOF PLAN DWG. 2WB=6 REV. 0 PRE-ENGINEERED TRUSS 0 2'-0' O.C. (TYP.) 30 YR. DIMENSIONAL SH ISLES ON LINE OF LOAD PATH 30 FELT PAPER ON 5%8- SHEATHING / SE UNDERLAYMENT APPLICATION NOTE 12 ON SHEET &I-S4 5 SHEATHING TH NESS PER R8011 � FASTEN SHEATHING PER R803.2.3.1 CONT. ALUM. = AAAAAAAAf�AAAAAA DRIP STRIP FACAPIIUM.�� f R- 30 INSULATION 1 2' CEILING BOARD W/ VINYL SOFFIT WW CEILING 1-0 NOTE POURED LINTELS WILL BE 3000 psi CONC. 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 TINE BEFORE APPLYING FINISH COAT PER R703.6.5 I SOLID W CONC. SIMPSON HETA20 8' X 8' KNOCK -OUT BLOC( W/ #5 CONTINUOUS REBAR 8' X 8' PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS SINGLE HUNG ALUM. WNDOW (TYP.) PRECAST CONC. THIN THRU WALL SILL 0 WINDOW (TYP.) b MARBLE SILL O° NGE PEEL OR KNOCK -DOWN w ONE COAT OF PAINT ON INTERIOR WALLS 8' CONC. BLOCK WALL RUNNING BOND INSTALLATION 1 2' GYP. WALL BOARD ON 3%4' P.T. FURRING STRIPS W/ 3/4' TUFF-R INSULATION BBOOARD - R-5.0 4' CONC. SLAB 2500 psi w/ 6x6-10/10 W.W.M. REINF. AID VAPOR BARRIER 5 DOWEL TO MATCH (1) 15 VERT. IN 1/4' DIA. E.B. OR TOGGLE BOLTS 0 241 O.C. VERTICAL REINFORCING W/25' MINIMUM LAP ALL CELLS 2X4 STUDS 016" O.C. ROOF VENTILATION AS PERHEADER BLOCK 2X4 P.T. STUD �IL)CELVERT. IN I FBCR SECTION R806 HEADER BLOCK DOWEL MATCH LTICAL CLIMATE ZONE 2A 4'X4' INSPECTION PORT AT EI REINFORCING EACH ALL CELL TYPICAL 2X4 P.T. PLATE e W/25' MINIMUM LAP 6x6 10/10 W.W.M. MIN. OPENING = 3 4 X4 INSPECTION PORT AT 6x6 10/10 W.W.M. EACH ALL CELL TYPICAL -a—'--- — a------ Q I MIN. OPENING = 3 —III GRADE I —III—I — - — — 6 MIL VAPOR BARRIER I=1 I °" CLEAN, POISONED .. _ _ = �—I I I I I —III —III ; GRADE AND COMPACTED 111. I 6 MIL VAPOR BARRIER . STANDARD 90' BEND ° a a :� ( I I �• v. CLEAN, POISONED ; I I I= AND COMPACTED III —I I I— ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLD w/ CONC. _ STANDARD 90' BEND 1 � ,.1 I I BELOW GRADE (2) 15 CONTINUOUS ALL CONC. / DOWELS BLOCK w TO BE FILLED SOLID w/ CONC. (2) #5 CONTINUOUS 16' BELOW GRADE LOAD BEARING STEM WALL FOOTING 3/4" = 1'-0" 6x6 10/10 W.W.M. EIII-T�III-III=III �- 111=1 11=1 I I —III=► � I —I 1=1 11=1 11=.I 11=1 I=11 I —I I I —I 11=1 I [=—,.I 'Lm POISONED T a -- -- -- v-- 1=I�- i I=1 I I=1 I I I I I; , I AND COMPACTED SOIL ,— _ _ _ - — — GRADE —IIEd I II III Ili II STANDARD 90' BEND 6 MIL VAPOR BARRIER -Il a...�..�. II�� 1�1=111 :I ffl=ffl=l�l �I�I-- CLEAN, POISONED (2) 15 CONTINUOUS FOOTER AND COMPACTED 1 I i •1-4 — REBAR CHAIR IN FOOTING ° I = , ao 3' CLEAR. STANDARD 90' BEND I °' 16' ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. BELOW GRADE 16• (2) 15 CONTINUOUS DTYPI CAL WALL SECTION 3/4" = 1'-0" 5 ENTRY PATIO STEM WALL FOOTING L7 n N Q J IY m w IY 25" REBAR LAP DISTANCE CORNER CONTINUITY & WALL REINFORCEMENT 3/4" = 1'-0" 25" MIN. LAP I I I I I II II I (1) #5 DOWEL IN CORNER II I 25" MIN. LAP ----------------------------------------- I 1) #5 DOWEL J CORNER FRAME WALL TO LOAD BEARING CMU CONNECTION 3/4" = 1'-0" 6x6 10/10 W.W.M. 4" 3000 PSI CONC. —III1, 11 6 MIL VAPOR BARRIER —,III • —I I CLEAN, POISONED AND COMPACTED CONTINUITY OF FOOTING & FDN. WALL REINF. DETAIL 3/4" = 1'-0" 1211 2X4 STUDS 0 16' CTRS. W/ R-11 INSUL (MIN.) 2X4 P.T. PLATE 6x6 10/10 W.W.M. a v 6 MIL VAPOR BARRIER ca I I=1 1= CLEAN, POISONEDAND COMPACTED I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. '-' 1/2" DIA. AB'S x 7' EMBED 0 48' O.0 MIN.. ♦ebce + III —III _ __ 4 P. LICE 'i a : —III—III— o _� ,� :' �cF • . I S-r .� -I I I i—I I I I —III (2)5 CON'T. '�'�t'I i601i I ,.••`• ®�' b•ii i Sib• �( L Et-1 8' 1'-4' 4' ! 1 ! FRAME WALL TO GARAGE FLOOR STEP—DOWN 3/4" = 1'-0" MIN. OF 12" BLW UNDISTURBED SOIL. %4;)I GRADE a (2) #5 CONTINUOUS MONOLITHIC FDN. - DETAIL 3/4" = 1'-0" LINTEL RATINGS LINTEL LENGTH CLEAR SPAN LINTEL plf 2'-10" 1'-6" 1700 3'-6" 2'-2" 1700 4'-0" 2'-8" 900 4'-6" 3'-2" 900 5'-4" 4'-0" 900 5'-10" 4'-6" 900 6'-6" 5'-2" 1200 7'-6" 6'-2" 800 8'-4" 7'-0" 650 9'-4" 8'-0" 450 10'-6" 9'-2" 350 11'-4" 10'-0" 450 12'-0" 10'-8" 400 12'-6" 11'-2" 350 13'-4M 12'-0" 350 14'-0" 12'-8" 350 14'-8" 13'-4" 350 17'-4M 16'-0" 470 19'-4" 18'-0" 500 ar pxoFsssIoxai. E34cnNEERsssni. ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmoll'n 90 countiyaub Lane MulbeT9, FL 33860 PLone:(863)397-7525 DATE: 02-15-18 DRAWN BY: LED. REVISION: DATE: R 1 2/15/18 R2 R- 3 R4 PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5023 SUMMER HILL DR ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN WALL SECTION DWG. 2WB=S REV. 0 mm� m� 02 4 ft. 5 ft. O � O 4 ft. 2 4 ft. 02 4 ft. 4 f t � O O O 2 4 ft. �,,��1 Ofr. 5 ft. O �J �`J O 4 ft. O 4 ft. 4 ft. O O 4 ft. 5 ft. � O 5 ft. 4 ft. 20 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 II 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", 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. R9051.4 ASPHALT SHINGLES ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR D3464. ASPHALT SHINGLES SHALL BE RATED FOR INDICATED WIND SPEED. R905.2A ASPHALT SHINGLE FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS, MINIMUM 12 gage SHANK WITH A MINIMUM $ INCH DIAMETER HEAD, ASTM F 1667, OF A LENGHT TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 4 INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 4"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. I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. roN s .: E NSF...2'� ®i e .0, 53608 : _ w TE OF e: rr �` � � F� ►C1 .° 'sue UAL 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: L.E.D. REVISION: DATE: R-1 R- 2 R- 3 R- 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5023 SUMMER HILL DR ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY HOUSE PLAN ROOF NAILING DWG. 2WB=6 REV. 0 EGRESS 2-25 SH EGRESS 25 SH r I 1 I ' 1�1: :w 1 1 200 AMP MAIN BREAKER 40 CIRCUIT SURFACE MOUNT PANEL METER CAN BY ELECTRIC UTILITY CO O AMP L-2" C WITH 3-4/0 THW AL TO UNDERGROUND #4 CU. GROUND SERVICE BY ELECTRIC U1ILITY CO. TO COLD WATER LINE 5/8" X 8" GROUND LINE (PASCO CO. ATTACH TO FOOTER REBAR) (BACK TO BACK SERVICE/OFFSET SIMILAR) A EX. 200 AMP ELECTRICAL RISER N.T.S. 100 AMP MAIN BREAKER 20 CIRCUIT SURFACE MOUNT PANEL #4 SER CU. OR 100 #2 SER ALUMN. AMP ELECTRICAL PLAN 1 /4"=1'-0" FLOOR PLAN 1 /4"=1'-0" 25 SH EGRESS N N 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 AFCI (ARC FAULT CURCUIT INTERRUPTER) PROTECTED CIRCUIT. 9. COMBINATION SMOKE DETECTOR/CARBON MONOXIDE DETECTOR TO BE ". LOCATED WITH -IN 10' OF EACH BEDROOM BEDROOM EMERGENCY EGRESS SHALL BE DIRECTLY TO ❑UTSIDE EGRESS WIND❑WS 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 ADDITI❑NS) BATHROOMS & KITCHENS, LAUNDRY ROOMS AND ❑UTSIDE RECEPTACLES ,%IIIIIIII" S, \v YY ii I' No.53608 S OF w� 4 © 1oil,+�w.°"` d� Ito S� C � 1 j:: 1 I I1��N.1 ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 Plans By: Larry deMontmollin 90 Country Club Tan Phones (863)397-7525 DATE: 02-15-18 DRAWN BY: LED. REVISION: R-1 R- 2 R- 3 R- 4 DATE: PROJECT ADDRESS: BUTTERFIBLD INVBSTMENTS, INC. 5023 SUMMER HILL DR ZEPHYRHILIS, F4 33542 CONTRACTOR: JoBL BAILEY HousB PLAN ELECTRICAL PLAN DWG. 2WB=7 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. ENGINEER'S NOTES ALL WORK TO BE DONE ACC❑RDING TO FLORIDA BUILDING CODES. BUILDINGS OR STRUCTURES SHALL CONFORM TO 2017 FBC 6TH, EDITION BUILDING. AN ADDITI❑N TO A BUILDING OR STRUCTURE SHALL COMPLY WITH THE FBC'S AS FOR NEW CONSTRUCTI❑N WITH❑UT REQUIRING THE EXISTING BUILDING OR STRUCTURE TO COMPLY WITH ANY REQUIREMENTS OF THOSE CODES OR OF THESE PR❑VISI❑NS EXCEPT AS REQUIRED BY CHAPTER 10, WHERE AN ADDITION IMPACTS THE EXISTING BUILDING OR STRUCTURE, THAT P❑RTION SHALL COMPLY WITH THIS CODE. CREATI❑N OR EXTENSION OF N❑NC❑NFORMITY. AN ADDITI❑N SHALL NOT CREATE OR EXTEND ANY N❑NC❑NFORMITY IN THE EXISTING BUILDING TO WHICH THE ADDITI❑N IS BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS. ASSUMED S❑IL BEARING CAPACITY TO BE 2000 PSF. SOIL CAPACITY TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTI❑N. INF❑RM ENGINEER OF VARIATI❑NS. F❑❑TINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND DELETERIOUS MATTER, CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. CONCRETE 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. SPECIFICATI❑N C-94. SLAB ON FILL ; INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES, ALL SLABS TO BE REINF❑RCED WITH 6X6 10/10 WELDED WIRE MESH, LUMBER 1 L STORE LUMBER ❑FF GROUND, KEEP WELL VENTILATED AND COVERED. 2. CURRENT EDITI❑N, ASS❑CIATI❑N GRADING RULES GOVERN, 3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY. 4. ANY SPECIES ALLOWED UNLESS ❑THERWISE NOTED, 5. SIZES ARE N❑MINAL, ACTUAL SIZES SHALL CONFORM TO AMERICAN LUMBER STANDARD PS 20-70. 6. M❑ISTURE 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 CONSTRUCTI❑N (AITC) SPECIFICATI❑NS. 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 S❑IL, 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/C❑NSTRUCTI❑N ADHESIVE AND NAILED W/#16D COMMONS 16' D.C. ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTI❑N, FOR REVIEW BY THE BUILDING INSPECT❑R, TO MEET LOADS AS INDICATED. DOORS & WIND❑WS ENGINEERS NOTES: DESIGN LOADS, A. WIND LOADS, PER; 1) RISK CATEGORY Il - PER (TABLE 1604,5/TABLE 1.5-1) 2) EXP. 'C', PER TABLE 1609.4.5/SECTI❑N 26.7.5 3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 140 MPH utt 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 TO, 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 6TH, EDITION, 2017 FLORIDA FIRE PREVENTI❑N CODE (IF APPLICABLE) 2014 NATIONAL ELECTRICAL CODE DATA SUMMARY1 BUILDING USEj SINGLE FAMILY RESIDENCE TYPE R1, C❑NSTRUCTI❑N TYPE V, UNPROTECTED, UNSPRINKLED ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM INSIDE WITHOUT THE USE OF TOOLS AND PR❑VIDING A CLEAR ❑PENING OF NOT LESS THAN 20' WIDTH, 24' IN HEIGHT & 5,7 SQ. FT. IN AREA. THE BOTTOM OF THE ❑PENING 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, WIND❑WS GREATER THAN 72' ABOVE 72' FINISHED GRADE SHALL HAVE THW WINDOW SILL HEIGHT GREATER THAN 24' ❑R PROVIDE AN FALL PREVENTIVE DEVICE PER R616.2. DOORS & WIND❑WS THE OPERATING MECHANISM FOR SINGLE HUNG WIND❑WS SHALL BE AT OR NEAR THE SILL, WIND❑WS INDICATED WITH (E) ❑R 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 WIND❑WS WITHIN LESS THAN 60' AV❑VE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. SINGLE SWING EXTERI❑R DOORS C❑NNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH S❑LID 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 D❑ORS, WHERE MASONRY ❑PENINGS REQUIRE WOOD FRAMING, TO FIT WIND❑W OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4' DIA. x 3 1/2' TAPC❑N SCREWS, 6' FROM EACH END AND 12' C/C, ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 2d NAILS AT 10' C/C. GYPSUM WALLBOARD PR❑VIDE 1/2' NO SAG GYP, BOARD ON ALL CEILINGS. PROVIDE 5/8' TYPE 'X' GYP, BP❑ARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS AB❑VE, 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. N❑N-BEARING INTERI❑R PARTITI❑NS ALL INTERI❑R NON BEARING PARTITI❑NS SHALL BE 2X4 SPF 2 16' ❑.C. MAX, SPACING WITH SINGLE TOP AND BOTTOM PLATE W/ 1/2' GYP, DRYWALL EACH SIDE. FLORMA APPROVED PRODUCTS LIST Parent Approval Manufacturer - Cateiory Subcategory App/Seq # - Product Model # or Name -I Model Description FL15220.6 Plastico, Inc. - Exterior Doors - - - Sging Ext. Door Swinging - Opaque Fiberglass Door En Door - 1 FL15220.5 Plastico, Inc. - -- -- - -- D Exterior Doors - SwmgmgExt. Door Assemblies;, _ - -- - -- li -' -,Opaque Fiberglass Door Glazed Fiberglass Door _ FL15279 R5 Clo a Building Products Company Exterior Doors Sectional Ext. Door Assemblies FL14911-R8 Silverline Bldg. Products Windows Single -Hung Aluminum FL14911-R9 Silvealine Bldg. Products - Windows Single -Hung Ahrminum FL6067-R7 Silverline Bldg. Products Windows Mullion Aluminum FL16626-1-R3 Tamko Building Products Roofing Underlayments TW Underlayment FL16305.1-R3 Tamko Building Products Roofing Asphalt Shingles Fiberglass Reinforced FL15272 Alside Panel Walls Soffits Aluminum -- FL11473-R2 Simpson Strong -Tie Co. Structural Components Truss Anchors BETA Embedded Truss Anchor FL11473-R2 Simpson Strong -Tie Co. Structural Components Truss Anchors META Embedded Truss Anchor FL10456.2 R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors � H2.5 --- FL10456.10-R4 -Tie Co. Structural Components .Wood Connectors Anchors - SP1 FL10456.10-R4 ..Simpson -Strong Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors FL11473-R2 Simpson Strong -Tie Co.- Structural Components Wood Connectors Anchors LSTA12 1 Strap Ties NOM MV, 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 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS (N❑MINAL) COMPONENT ZONE EFFECTIVE WIND AREA WALL 10 SQ. FT, 20 SQ, FT, 50 SQ. FT. 100 SQ. FT. 500 SO. FT. WALL O +45.5 PSF / -49.3 PSF +43.5 PSF / -47.3 PSF +40.8 PSF / -44.6 PSF +38.7 PSF / -42.6 PSF +33.9 PSF / -37.8 PSF WALL 50 +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 / -38.3 PSF NOTE: ALL EXTERIOR DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010. ALL C❑NNECTIONS 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 ❑PENING PRESSURES ENCLOSED BUILDING EXPOSURE 'B' D❑❑R/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 37x51 24 SH 4 43.5 47.3 51 5/8 x 50 5/8 35 SH 4 43.5 47.3 26 x 50 5/8 34/2 SH 4 45.5 49.3 1670 ❑HD 4 33.9 1 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 2WB-1 -ELEVATIONS 2W6-2 -FLOOR PLAN 2WB-3 -FOUNDATION PLAN 2WB-4 -ROOF PLAN 2WB-5 -WALL SECTION &DETAILS 2WB-6 -ROOF NAILING 2WB-7 -ELECTRICAL PLAN 2WB-8 -ENGINEERING NOTES �XXIM 11I11t No. 53608 a = � P .�T E OF s ON L �4 � 0 E 3 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: 03-01-18 DRAWN BY: LED. REVISION: R-1 R- 2 R- 3 R- 4 DATE: PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 5023 SUMMER HILL DR ZEPHYRHILLS, FL. 33542 CONTRACTOR: JoBL BAILEY HOUSE PLAN ENGINEERING NOTES DWG, 2WB-8 REV. 0 14 0 / � S7a/�' cefn`I-rueY-lyk 2,3