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Home My WebLink About5016 18th StV- A 4 4L 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 WITH❑UT 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 P❑RTI❑N 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. S❑IL 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 1 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 BARD OF REVIEW AGENCY, 4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED. 5. SIZES ARE N❑MINAL. ACTUAL SIZES SHALL CONFORM T❑ 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 1 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 N❑TES1 DESIGN LOADS, A. WIND LOADS, PERT 1) RISK CATEGORY Il - PER (TABLE 1604.5/TABLE 1.5-1) 2) EXP. 'B', PER TABLE 1609.4.5/SECTION 26.7.5 3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 140 MPH ult 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 PREVENTION CODE (IF APPLICABLE) 2014 NATI❑NAL ELECTRICAL CODE DATA SUMMARY: BUILDING USE= 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 SO. 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 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 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. ADDITI❑NAL 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 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 -BEARING INTERIOR PARTITIONS ALL INTERIOR NON BEARING PARTITIONS SHALL BE 2X4 SPF @ 16' ❑.C. MAX. SPACING WITH SINGLE TOP AND BOTTOM PLATE W/ 1/2' GYP, DRYWALL EACH SIDE. -- FLORIDA APPROV= PRODUCTS LNT Parent Approval Manufacturer Category_ FL15220.6 Plastico, Inc. Exterior Doors FL15220.5 Plastico, Inc. Exterior Doors FL15279-R5 FL14911-R8 C1oPaY Building Products Company Silverline Bldg. Products Exterior Doors Windows FL14911 R9 Sihrcrliae Bldg. ProductsWindows FL6067-R7 Silverline Bldg. Products _ - Windows FL16626-1-R3 Tamko Building Products Roofing _ FL10674.1Owens Corning James Hardie Bldg. Products Roofing FL13192.2 - Panel Walls FL15272 _ FL11473-R2 side Simpson Strong -Tie Co. 'Simpson Strong -Tie Co.- - Simpson Strong -Tie Co. Simpson Strong -Tie Co._Structural Simpson Strong -Tie Co. - Simpson Strong -Tie Co. Panel Walls Structural Components FL11473-R2 _ FL10456.2 R4 Structural Components Structural Components -- _ FL10456.10-R4 Components FL10_456.10-R4 Structural Components _ _ FL11473-R2 Structural Components FL11463.2 -�-Simpson FL10860.1 Strong -Tie Co. Simpson Strong -Tie Co. - - FL10860.2 Simpson Strong -Tie Co. FL10860.4 Simpson Strong -Tie Co. FL10860.5 _ - Simpson Strong -Tie Co. Structural Components Structural Components Structural Components Structural Components Structural Components LSwingin&-Ext. Door - Swinging Ext. Door Assemblies Sectional Ext. Door Assemblies Single -Hung Single -Hung _Mullion Underlayments Asphalt Shingles Exterior Siding Soffits [TAnchors Wood Connectors Anchors Wood Connectors Anchors Wood Connectors Anchors Wood Connectors Anchors Wood Connectors Anchors Wood Connectors Anchors Wood Connectors Anchors Wood Connectors Anchors Wood Connectors Anchors # Fkaftet Model # or Name . - Model Opaque Fiber lass Door Entry Door ODaaue Fiberslass Door Glazed Fiber Hardie Plank HETA20 META H 2.5 - -- _- SPl LSTA12 Aluminum Aluminum Door Fiberglass Reinforced Cement Board Aluminum Embedded Truss Anchor Embedded Truss Anchor Strap Ties H1 ------ - - ABA66 - I Tie PosPos B easeas ABU66 Po' st Base AC6 - - - Post Cap BC6 Post Can FBCR 2017 - COMPONENTS AND CLADDING - EXP. 'B' 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 SQ, FT. WALL O +21.2 PSF / -22.0 PSF +20.2 PSF / -22.0 PSF +19,0 PSF / -20.0 PSF +18.0 PSF / -19.0 PSF +15.8 PSF / -17.0 PSF WALL l� l +21.2 PSF / -28.0 PSF +20.2 PSF / -26.0 PSF +19.0 PSF / -23.0 PSF +18.0 PSF / -22.0 PSF +15.8 PSF / -17.0 PSF NOTE, ALL EXTERIOR DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2017. 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. �zv1�0'4 PAS Ct�� or L � Ff'lC1 A 1WI..D1N�' M5119%11& MAN CH�CKI.151' MR F0019A PULPING COn� 6fH, W1110N (2011) 1. 51,��PING POOM5 HAVE APFQUAT WINDOW 51Z� ANP PPOMP LOCATION FOP F5CAPE & IT 5CUF (FPC-1d�51P�N11A1, 1?-N0) , 2, ONP CAfkl/ T0LFf DOOM WITH A 29" MINIMUM CLFAP ACCP55, ON THE LOWWP POOP, P302) 3, HAZAWOU5 6.A55 LOCAT10N5 INPICAt[9, (P[3C-IT5IMNTIAI. P308.4) 4, Af11C ACC�55 LOCAt[2 WITH OPENING nIWN51ON5, ( FPC-M51P�NT1Al. r807) 5, PPOV119� PPOTfCTION PPOM IMPACT" IN GAP a5 POP 12UCTWOPK ANP APPOANCP5, (FX-W5MNT1& M001, FBC-IutaffiCk 605.15, FBC-M 6A5 ".4) 6, 5fA1P CON5TRUC11ON 12�T'All.5 INPICK1 PPOPK 11TAn/ PISPP PFI.A110N5HIP, HANPPAL 0CAT10N, HANPP&/ 6UAI?VML WW5, Ate MAXIMUM MN IZAL 5FACING IWICAM7. (FX-M5IMWAL 011.1, IM2.1) 1. PLA5HING 12FTAL5 Af �XVI0P WIN12OW5/ b00P OPPNING5, INSP51�CT1ON5WITN CHIMNEY/ MA5ONPY/ PfC., PPOJPCT1NG WOOF 1MM, WfRa VM/ POM5/ 5fAR5, WAIV W IR IMT10N5, VMR5, M. (FDC-BUI.nING 101.2.4, FDC-W5MNfl& R105.4) 8, 5MX 12FSCfOP5 ANP CAkDON MONOXIP7 PFTECT"O6 (FPC-M5112�N11AL P514, P-N 9. PPOVIP� P00P VN%A110N CALClA11ON5, (FX-PP5I1XN11AL P806) 10. PPOVIn� nPT'A11.5 POP PVWI .IN6 GAPAGF OPENING ANI2 PFN�TA110N PMC110N, PPOVIPF MT"&5 POP PMI LING-6APAGf Ff, WARAW4. (FX-e5MW & RZ502.5, IZ h) 11. PPOVIn� LOCATION OF AU. I�TQWTT GPI/AfI ANP WAfITP00P PtC�PThl8 5, (W-PP5I12�N11AL F3901, �4002) 12. PC OVIP� MINIMUM 15% HI6H-ffFICENCY LICKING, (FPC-�N�PGY CON5WVA110N P404) REQUIRED ATTIC VENTILATION AREA OF ATTIC 2396 NET FREE VENTILATION AREA REQ'D. 1/300 REQ'D. VENTILATION ATTIC 2396/300 7.99 VENTILATION AREA x SQ. INCHES PER FOOT (144) 1150 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 575 OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT 575/115 TOTAL # OF VENTS REQUIRED 5.0 TOTAL # OF VENTS PROVIDED 5 SOFFIT VENTILATION AREA 11.736 SQ, INCH PER PER L.F. 575/11.736 TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED 49.0 • AREA OF ATTIC IS THE PERIMETER OF THE HOUSE (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) DRAWING PAGE INDEX BF-001-Al - ENGINEERING NOTES BF-001-A2 - FLOOR PLAN BF-001-A3 - ELEVATIONS BF-001-A4 - FOUNDATION PLAN BF-001-A5 - ROOF PLAN BF-001-A6 - ELECTRICAL PLAN BF-001-A7 - WALL SECTION & DETAILS BF-001-A8 - ROOF NAILING BF-001-A9 - GABLE TRUSS DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). "Twil" I ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmoll'n 90 Countiy Club Lane MnmenY, FL 33860 Phone:(863)397-7525 DATE: 02-08-19 DRAWN BY: L.B.D. REVISION: I DATE: R01 RO 2 RO 3 I ;T11fl PROJECT ADDRESS: BUITERFIELD INVESTMENTS, INC. 501618th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: HOUSE PLAN NOTES Bi SPECS. DWG, BF-001-Al REV. 0 NOTE 2:�Vft FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. ,;R'-n" QUANTITY F - 2 --- 1 - 6 - WINDOW SCHEDULE CODE (2)_ 25 SH - -- 10d eu TMADinne 25 SH 32/2 SH TEMP/OBS 5H1 MULL MASONARY / FRAME OPENING ------ I. _ WIDTH HEIGHT WIDTH HEIGHT 74 63 74 5/8 63 37 37 50 518 _63 37 518 37 5/8 50518 63 26 1 / ]__- 26 - 27.1 /8 26 DESIGN ❑PENING PRESSURES ENCLOSED BUILDING EXPOSURE "BM TAG D❑❑R/WIND❑W LISTED ZONE PRESSURE N❑MINAL SIZE A 3068 DR. 4 20.2 22 B 2868 DR. 4 21.2 22 C 2868 DR. 4 21.2 22 D 5068 FR, DR. 5 202 28 E 16070 ❑HD 4 18.0 19 F 37x63 25 SH 4 20.2 22 G 37x63 25 SH 5 20.2 28 H 75x63 2-25 SH 4 20.2 22 J 75x63 2-25 SH 5 20.2 28 K 37x50 5/8 24 SH 4 21.2 22 L 37x26 32/2 SH 4 21.2 22 �k 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 1708 SF PORCH 96 SF LANAI 100 SF GARAGE 492 SF UNDER ROOF 2396 SF 1 3'-4" 1 16I-0" 1 2'-8" 1 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 OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmollin 90 Camhy Club Lane Mulberry, l+1.33860 Phone: (863)397-7525 DATE: 02-12-18 DRAWN BY: LB.D. REVISION: DATE: RO 1 RO 2 RO 3 �sTfzl PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501618th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: HOUSE PLAN FLOOR PLAN FLOOR PLAN DWG, BF-001-A2 REV. 0 T/ RIDGE EL FRONT ELEVATION .E]-, STUCCO 0/ CNU'S 14'-8" +20.2-22 x 00 70'-0. SHINGLE ROOF +21.2-22 +21.2-22 CV STUCCO 0/ CMU'S +21.2-22 32'-0" LEFT SIDE ELEVATION 1 /4"=1'-0" 0�1I7klr7&&iY RIGHT SIDE ELEVATION REAR ELEVATION STUCCO 0/ Cfr1U'S 6'-0" 7,-4" L(w I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6T*L EDITION). 00 t � w� h . Aso PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 Plans By Larry deMontmollin 90 Country Club Lane Mulber 7v FL 33860 Phone: (863)397-7525 DATE: 02-12-18 DRAWN BY: L.B.D. REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501618th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: HOUSE PLAN ELEVATIONS DWG, B F- 0 01-A3 REV. 0 69 IQ,-n" 1'-0" lo� --'�-- �e A • 0 / 0 1'-4" 4" N❑M, SLAB OF 3000 PSI CONCRETE W/ 6x6 W1,4 x WL4 WWF 6 MIL, POLY VAPOR BARRIER, LAPPED 6' & TAPED (2) #5 REBARS C❑NT, SPACED 6" ❑,C, ON 3" HIGH CHAIRS CLEAN, COMPACTED, TERMITE TREATED FILL 1 3'-4" 1 16'-0" 1 2'-8" 1 CO GRADE---_-- . , ° A / 00 ' n • �, N Z : a� 1'-4'0 4" N❑M, SLAB OF 3000 PSI CONCRETE W/ 6x6 W1,4 x W1,4 WWF 6 MIL, POLY VAPOR BARRIER, LAPPED 6" & TAPED (2) #5 REBARS C❑NT, SPACED 6" O.C. ON 3" HIGH CHAIRS CLEAN, COMPACTED, TERMITE TREATED FILL (:D e n GRADE ---=-- o z 1'-4" 4" N❑M, SLAB OF 3000 PSI CONCRETE W/ 6x6 W1,4 x W1,4 WWF 6 MIL. POLY VAPOR BARRIER, LAPPED 6" & TAPED (2) #5 REBARS C❑NT, SPACED 6" ❑.C. ON 3" HIGH CHAIRS CLEAN, COMPACTED, TERMITE TREATED FILL Q I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TEL EDITION). ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmollin 90 connay cla, Lan 14dberr9,F1.33860 Phone: (863)397-7525 DATE: 02-12-18 DRAWN BY: L.B.D. REVISION: I DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501618th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: 7'e4- Ibixor1 HOUSE PLAN FOUNDATION PLAN FOUNDATION PLAN DWG, BF-001-A4 REV. 0 0 _I 1 O,-0" SIMPSON H1, TYP. O SIMPSON H3, TYP. 0 CORNERS ( UPLIFT PER TABLE 908.6 SPAN = 38'-0" TRUSS SPACING = 24" U=1664 # PER CONN. HETA20 = U =1810# O m4 SIMPSON HETA20, RP. O 0 0 2017 FBCR TABLE R301,2 COMPONENTS AND CLADDING - EXP, "B" 140 Ult - ROOF NET UPLIFT SCHEDULE ROOF ZONE DEGREES 10 SQ. FT. > 27 TO 45 ni +19.4/-21.0 PSF > 27 TO 451 (2) 1 +19.4/-24,0 PSF > 27 TO 451 (3) 1 +19,4/-24,0 PSF MAIN ROOF (N❑MINAL) EFFECTIVE WIND AREA 20 SQ, FT. +18,8/-20,0 PSF +18,8/-23,0 PSF +18,8/-23,0 PSF 50 SQ, FT. +18,1/-18,0 PSF +18,1/-22,0 PSF +18,1/-22,0 PSF NOTE: R❑❑FING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, 3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 3, 1 lJ I. I. t/ V 1'-5" SECTION @ PORCH BEAMS 1 /2r=1'-0" LATERAL LOADS Design Wind Velocity:140 mph Risk Category:ll Wind Exposure Category: B Internal Pressure Coeiiicents: 0.18/-0.18 (Enclosed) Q SIMPSON META20 O SIMPSON HETA20 SIMPSON MGT SIMPSON HUS 26 0 SIMPSON H1 SIMPSON H3 (D SEE GABLE END DETAIL SIMPSON LSTA12 VERIFY ROOF PLAN WITH TRUSS MANUF. DRAWINGS AND CALCULATIONS. FASTEN ROOF SHEATHING W/ 8d NAILS 0 6' O.C.—N 0 EDGES, 12' O.C. 0 FIELD do 4' O.C. ALONG NAILER 24 NAILER BELOW SHEATHING FASTEN ALONG VALLEY W/ 10d NAILS 0 4- O.C. SECTION @ VALLEY -SET ATTACHMENT 3/4'4-0° ENG'R. TRUSS 100 SQ. FT. +17,6/-17,0 PSF +17,6/-21,0 PSF +17,6/-21,0 PSF NOTE: THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER PRELIMINARY ROOF PLAN FOLLOW TRUSS SUBCONTRACTOR PLANS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TEL EDITION). .p ;r� STAB Q• •rrPLO R��.•'•a� •••rrrrr•r PROFESSIONAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmollin 9ocomayClub Tan Mulberry, FL 33860 Phone:(863)397-7525 DATE: 02-08-19 DRAWN BY: L.B.D. REVISION: I DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501018th. STREET ZBPHYRHILIS, FI.. 33542 CONTRACTOR: J �-�-F D i�Co✓� HOUSE PLAN ROOF PLAN ROOF PLAN 1 /4r=1'-0" DWG, BF-001-AS REV. 0 N N ELECTRICAL PLAN 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. f10 AND 12 AND SHALL BE ROMEX OR NM CABLE TYPE B OR APPRVED EQU L. 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 10. PROVIDE MINIMUM 75% HIGH —EFFICIENCY LIGHTING. (FBC—ENERGY CONSERVATION R404) 200 AMP MAIN BREAKER 40 CIRCUIT SURFACE MOUNT PANEL METER CAN BY ELECTRIC UTILITY CO. O AMP �- 2' C WITH 3-4/0 THW AL TO UNDERGROUND #4 CU. GROUND SERVICE BY ELECTRIC UTILITY CO. TO COL) 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 12 SER ALUMN. AMP 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) I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). III" it ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 Plans By: Larry deMontmollin 90 co,uay cmu tan Mulbar9, FL 33860 Phoae:(863)397-75Z5 DATE: 02-08-19 DRAWN BY: L.B.D. REVISION: RO 1 RO 2 I�i�c? RO 4 DATE: PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501618th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: HOUSE PLAN 1 /4"=1'-0" BATHROOMS & KITCHENS, LAUNDRY ROOMS AND ❑UTSIDE RECEPTACLES ELECTRICAL PLAN DWG, BF-001-A6 REV. 0 PRE-ENGINEERED TRUSS ® 2'-0' O.C. (TYP.) 30 YR. DIMENSIONAL SHNGLES ON 30,f FELT PAPER ON 5 8' SHEATHING SEE UNDERLAYMENT APPLICATION NOTE SHEATHING THICKNESS PER R803.1 FASTEN SHEATHING PER R803.2.3.1 NAILER CONT. ALUM. DRIP STRIP 2x6 SIB -FASCIA 6' ALUM. FACIA ALUMINUM VENTED SOFFIT SINGLE HUNG ALUM. WINDOW (TYP.) PLASTERING WITH PORTLAND CEMENT PLASTER IN ACCORDANCE WITH R702.1 MIN. THK. = 5/8' 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: r" 48 HOURS WAIT TIME BEFORE APPLYING FINISH COAT PER R703.7.2 (1) #5 VERT. IN FILL CELLS 42X4'INSPECTION PORT AT EACH ALL CELL TYPICAL MIN. OPENING = 3' GRADE O — N — MIN. BELOW GRADE (2) 15 CONTINUOUS DOWEL TO MATCH (1)5 VERT. IN 11CAL REINFORCING W/25' MINIMUM LAP ALL CELLS HEADER BLOCK 12 5 8' X 8' KNOCK -OUT BLOCK W/ 15 CONTINUOUS REBAR SIMPSON HETA20 8' X 8' PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS NOTE: POURED LINTELS BOWL BE 300o psi CoNC. MARBLE SILL ROOF VENTILATION AS PER FBCR SECTION R806 CLIMATE ZONE 2A (SEE CALCULATIONS) ELEV. 8'-0' TOP OF MASONRY WALL R- 30 BLOWN INSULATION 1/2' CEILING BOARD W/ KNOCKDOWN CEILING GE PEEL OR KNOCK -DOWN w ONE COAT OF PAINT ON INTERIOR WALLS 8' CONC. BLOCK WALL PER ASTM C-90 W/ TYPE M OR S a RUNNING BOND INSTALLATION 1/2' GYP. WALL BOARD ON 3/4' P.T. FURRING STRIPS W/ 3/4' TUFF-R INSULATION °D BOARD - R-5.0 PRECAST CONIC. THIN THRU WALL SILL ® WINDOW (TYP.) 15 DOWEL TO MATCH VERTICAL REINFORCING 4' CONC. SLAB 2500 psi w/ W/ 25' MINIMUM LAP 6x6-10/10 W.W.M. HEADER BLOCK REINF. AND VAPOR BARRIER 6x6 10/10 W.W.M. i ELEV. O'-O' TOP OF SLAB 12' STANDARD 90' BEND PER TABLE R403.1.2 (FOOTING A) TYPICAL WALL SECTION 3/4" = 1'-0' 4"X4' INSPECTION PORT AT EACH ALL CELL TYPICAL 6x6 10/10 W.W.M. MIN. OPENING = 3' ° " vg a 6 MIL VAPOR BARRIER II— � I =— I I=1 i l : ��a • �. III=11 I=1 11= °i- CLEAN, POISONED — — _ AN S ANDAACTED BEND I I— — — I —III —I' =1 I I=1 I I=1 I I ° n _. I I I=1 I �• (2) #5 CONTINUOUS PER TABLE R403.1.2 (FOOTING A) LOAD BEARING EXTERIOR WALL FOOTING 3/4' = 1'-0" 6 MIL VAPOR BARRIER CLEAN, TERMITE POISONED AND COMPACTED SOIL 1/4' DIA. E.B. OR TOGGLE BOLTS ® 24.O.C. 2X4 STUDS 016" O.C. — 2X4 P.T. STUD HEADER BLOCK 2X4 P.T. PLATE -� 6x6 10/10 W.W.M. 6 MIL VAPOR BARRIER (LEAN, POISONED AND COMPACTED STANDARD 90' BEND TABLE R403.1.2 FOUNDATION UPLIFT (ASD) DESIGN DETAILS FOOTING TYPE T (inches) W (inches) SLAB/WALL RESISTANCE (plf) NOTES A Mono 20 12 6 502 3 Mono 20 16 6 585 3 B Mono 20 12 13 796 3 Interior Mono 20 16 13 879 3 Interior NOTES 1.Tributary width of 3 1 /2" slab or weight of stemwall and bond beam. 2.First floor dead load multiplied by 0.6 may also be included. 3.All footing dowel bars shall be same size as wall steel, shall have a standard 90—degree hook, and shall be embedded a minimum of 6 inches. Dowel bars shall lap vertical wall reinforcement a minimum of 25 inches. 1 �5 VERT. IN CELLS UIDOWEL TO MATCH TICAL REINFORCING W/25' MINIMUM LAP fXe INSPECTION PORT AT EACH FILL CELL TYPICAL MIN. OPENING = 3' (2) #5 CONTINUOUS FRAME WALL TO LOAD BEARING CMU CONNECTION 3/4" = 1'-0" 4' THICK CONIC. SLAB _ 4» WITH 6x6-10/10 W.W.M. ON 6 MIL VAPOR BARRIER ° �v.4 q � 00 � -III=III � • .: • : • ' I I=III III=III 8x8x16 CMU EXT. 151 FELT 1 4' DIA. EB. BOLTS ® 24' 2x4 P.T. STUD 2X STUDS 0 16" O.C. W/ R-11 INSUL (MIN. w/"2X P.T. BOTTOM PLATE W/ 1 2'0 L" BOLTS AT 4'-0' O.C. (MIN. 6' EMBEDMENT) 4' THICK CONC. SLAB NTH 6x6-10/10 W.W.M. ON 6 MIL VAPOR BARRIER �— (2) #5 CONTINUOUS 8" 1'-4" 4' SECTION @ STEPDOWN @ GARAGE 3/4" = 1'-0" STUD BEARING WALL TO BLOCK SECTION 3/4' = 1'-0" #5 VERT. WALL REINF. d GROUT CELLS SOLID 1 /2%8' J-BOLT W/ NUT & 2' SQ. WASHER x 1/8' OR 9/16" WASHER (3) PER SIDE P.T. DOOR STOP TRACK BRACKET - 2x6 PT JAMB ATTACH PER MFG. RECOMMENDATIONS GARAGE DOOR ATTACHMENT DETAIL 3/4" = 1'-0" LATION GE ARE SEPARATION 3ARD, GARAGE SIDE 26 2x4 STUDS Q 16' O.C. l� '1 12' J-BOLTS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6T& EDITION. S •.�` �o •v�CENS •� W ". •� STATEM�!.• �O�'•. O i R ONAIL�`�� Ilffill PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 Plans By: Larry deMontmollin 90 Country Club Lane Mu% ny, FL 33860 Phone: (863)397-7525 DATE: 02-08-19 DRAWN BY: L.E.D. REVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501618th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: HOUSE PLAN WALL SECTION & DETAILS DWG. BF-001-A7 REV.0 0 O 4 ft. 5 ft. O O O 4 ft. O 4 ft. O 4 ft. 4 ft. D O O O 2 4 ft. Oft. 5 ft. O � � O 4 ft. O 4 ft. 4 ft. O O 4 ft. 5 ft. O O 5 ft. 4 ft. 2 ROOF NAILING 1 /4"=1'-0" 2017 FBCR TABLE R301.2 COMPONENTS AND CLADDING - EXP. "B" 140 Ult - ROOF NET UPLIFT SCHEDULE ROOF DEGREES ZONE MAIN ROOF (N❑MINAL) EFFECTIVE WIND AREA 10 SQ, FT, 20 SQ. FT. 50 SQ. FT. 100 SQ. FT. > 27 TO 45 O +19.4/-21,0 PSF +18.8/-20.0 PSF +18,1/-18,0 PSF +17.6/-17,0 PSF > 27 TO 45 O +19,4/-24,0 PSF +18.8/-23,0 PSF +18,1/-22.0 PSF +17.6/-21,0 PSF > 27 TO 45 O +19,4/-24,0 PSF +18,8/-23,0 PSF +18,1/-22.0 PSF +17.6/-21.0 PSF NOTE: R❑❑FING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, 3'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3, 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. R905.2A ASPHALT SHINGLES ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR D3464. ASPHALT SHINGLES SHALL BE RATED FOR INDICATED WIND SPEED. R905.2.4 ASPHALT SH [NGLE 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 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 SH [NGLE 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 1T TO BE IN COMPLIANCE WITH A= 7-10, & FBC 2017 (6TH. EDITION). BYATE OF �` ••� IONA%-� MillO PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 Plans By Larry deMontnolfin 90 Country Club Lase Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-08-19 DRAWN BY: L.E.D. REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501618th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: HOUSE PLAN ROOF NAILING DWG, BF-001-A8 REV.0 4" PLYWD. 16d ® 8" O.C. L BRACE GABLE END TRUSS '_X4 DIAG. 3RACE FOLLOW RUSS MANUF. ZECOMMENDATIONS) 4) 10d NAILS G^-r^u ILr1 � L IN1`1L J illACING C❑NTINU❑US @ 48' O.C. GABLE END BRACING DETAIL T' BRACE ATTACHED W/ 10d NAILS 0 4" OC, TYP. 2X,I r'orncc_Qonr'iKir TOP/BOTTOM CHORD REQ. MINIMUM TRUSS BRACING CMU END WALL W FLAT CEILING WIND SPEED 140 MPH 3-SECOND GUST & MEAN ROOF HEIGHT UP TO 30'-0" 2x4 BLOCKING 0 48" O/C "L" BRACE ATTACHED W/ 10d NAILS 0 4" OC, TYP. WEB-1 w1" TRUSS WEB 20 BLOCKING 0 48" O/C ,JLE TRUSS WEB SEE TRUSS MFR. CUT SHEETS FOR ADDITIONAL BRACING THAT MAY BE REQ'D. 7/16" NOI APPROVAL GABLE END TRU BRACING DETAIL (1) SIMPSON LSTA12 STRAP 0 48" O.C. ')..A I11A(`nkw DDArwr` -ENGINEERED TRUSSES 4" O.C. MASONRY GABLE END BRACING DETAIL I HEREBY CEIMFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). J�f E 0 co• pee 1* �91 ii1 %r�►`�r�►`� a, ENGINEER OF RECORD David W. Smith P.E. nORIDA LICENSE NUMBER S3608 Plans By: Larry deMontmollin 90 conaay Club Tan Mulberry, FL 33860 Phonx(863)397-7525 DATE: 02-08-19 DRAWN BY: L.B.D. REVISION: I DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: BU'1TERFIBLD INVSSfMBNTS, INC. 501618th. S17tBBT ZBPHYRHILIS, F4 33542 CONTRACTOR: -Teim HOUSE PLAN sEcnoN A 1 GABLE TRUSS DETAILS DWG, BF-001-A9 REV. 0