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<br />A
<br />4
<br />4L
<br />ENGINEER'S NOTES
<br />ALL WORK TO BE DONE ACCORDING TO FLORIDA BUILDING CODES,
<br />BUILDINGS OR STRUCTURES SHALL CONFORM TO
<br />2017 FBC 6TH, EDITION BUILDING.
<br />AN ADDITION TO A BUILDING OR STRUCTURE SHALL COMPLY WITH THE FBC'S AS
<br />FOR NEW CONSTRUCTION WITH❑UT REQUIRING THE EXISTING BUILDING OR STRUCTURE
<br />TO COMPLY WITH ANY REQUIREMENTS OF THOSE CODES OR OF THESE PROVISIONS
<br />EXCEPT AS REQUIRED BY CHAPTER 10. WHERE AN ADDITION IMPACTS THE EXISTING
<br />BUILDING OR STRUCTURE, THAT P❑RTI❑N SHALL COMPLY WITH THIS CODE,
<br />CREATION OR EXTENSION OF NONCONFORMITY. AN ADDITION SHALL NOT CREATE OR
<br />EXTEND ANY NONCONFORMITY IN THE EXISTING BUILDING TO WHICH THE ADDITION IS
<br />BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE SAFETY,
<br />MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL
<br />SYSTEMS.
<br />ASSUMED SOIL BEARING CAPACITY TO BE 2000 PSF. S❑IL CAPACITY TO BE VERIFIED
<br />BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF VARIATIONS.
<br />FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND
<br />DELETERIOUS MATTER, CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE.
<br />CONCRETE 1
<br />MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 2500 PSI IN 28 DAYS. ALL
<br />CONCRETE SHALL BE 'READY MIXED' AND IN ACCORDANCE WITH A.S.T.M.
<br />SPECIFICATION C-94.
<br />SLAB ON FILL 1
<br />INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
<br />MEMBRANES, ALL SLABS TO BE REINFORCED WITH 6X6 10/10 WELDED WIRE MESH.
<br />LUMBER 1
<br />1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED.
<br />2. CURRENT EDITION, ASSOCIATION GRADING RULES GOVERN.
<br />3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BARD OF REVIEW AGENCY,
<br />4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED.
<br />5. SIZES ARE N❑MINAL. ACTUAL SIZES SHALL CONFORM T❑ AMERICAN
<br />LUMBER STANDARD PS 20-70.
<br />6. MOISTURE CONTENT OF LUMBER 2' OR LESS IN THICKNESS SHALL BE
<br />19% OR LESS AT THE TIME OF INSTALLATION.
<br />STRUCTURAL LUMBER TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE TO
<br />AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) SPECIFICATIONS. ALL
<br />LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED.
<br />TERMITE TREATING 1
<br />SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0'
<br />BEYOND THE PERIMETER LINES OF THE BUILDING.
<br />ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3' AGAINST
<br />SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REBAR,
<br />HEADERS SHALL BE DBL, 2X MEMBERS AND LAMINATED W/1/2' PLYWOOD
<br />GLUED W/CONSTRUCTION ADHESIVE AND NAILED W/#16D COMMONS 16' O.C.
<br />ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS.
<br />CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE
<br />AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR,
<br />TO MEET LOADS AS INDICATED.
<br />DOORS & WINDOWS
<br />ENGINEERS N❑TES1
<br />DESIGN LOADS,
<br />A. WIND LOADS, PERT
<br />1) RISK CATEGORY Il - PER (TABLE 1604.5/TABLE 1.5-1)
<br />2) EXP. 'B', PER TABLE 1609.4.5/SECTION 26.7.5
<br />3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 140 MPH ult 3 SEC GUST
<br />4) NOMINAL DESIGN WIND SPEED, V (ASD) = 110 MPH asd 3 SEC GUST
<br />5) INTERNAL PRESSURE COOFFICIENT, GCPI = .18 ENCLOSED PER TABLE 26.11.1
<br />6) COMP. & CLADDING PRESSURES PER TABLE R301.2(2), UNLESS SPECIFICALLY LABELED ON PLAN
<br />B. LIVE LOADS, PER 1607, INCLUSIVE BUT NOT LIMITED TO,
<br />1) ROOF LIVE LOAD = 20 PSF
<br />2) FLOOR LIVE LOAD = 40 PSF
<br />3) UNINHABITTABLE ATTIC LIVE LOAD = 10 PSF
<br />4) HABITTABLE ATTIC LIVE LOAD = 20 PSF
<br />C. DEAD LOADS, PER 1606, INCLUSIVE BUT NOT LIMITED TO,
<br />1) ROOF DEAD LOAD (TOP CHORD) = 25 PSF
<br />2) ROOF DEAD LOAD (BOTTOM CHORD) = 10 PSF
<br />3) FLOOR DEAD LOAD = 20 PSF
<br />APPLICABLE CODES,
<br />6TH. EDITION, 2017 FLORIDA BUILDING CODE, BUILDING. PLUMBING,
<br />MECHANICAL, FUEL GAS, AND/OR EXISTING BUILDING
<br />6TH. EDITION, 2017 FLORIDA FIRE PREVENTION CODE (IF APPLICABLE)
<br />2014 NATI❑NAL ELECTRICAL CODE
<br />DATA SUMMARY:
<br />BUILDING USE= SINGLE FAMILY RESIDENCE TYPE R1.
<br />CONSTRUCTION TYPE V, UNPROTECTED, UNSPRINKLED
<br />ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM INSIDE WITHOUT THE
<br />USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20' WIDTH, 24' IN HEIGHT
<br />& 5,7 SO. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' OFF THE
<br />FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54' A.F.F.
<br />WINDOWS GREATER THAN 72' ABOVE 72' FINISHED GRADE SHALL HAVE THW WINDOW SILL HEIGHT
<br />GREATER THAN 24' OR PROVIDE AN FALL PREVENTIVE DEVICE PER R616.2.
<br />DOORS & WINDOWS
<br />THE OPERATING MECHANISM FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL.
<br />WINDOWS INDICATED WITH (E) OR EGRESS MUST BE MANUFACTURED TO CONFORM TO THE BLDG,
<br />CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A, 101 CHAPTER 24.
<br />ALL GLASS WITHIN 24' OF ANY DOOR, SLIDING GLASS DOOR, ALL GLAZING AT TUB AND
<br />SHOWER ENCLOSURES AND WINDOWS WITHIN LESS THAN 60' AVOVE STAIR LANDINGS OR TREADS SHALL BE
<br />TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308.
<br />SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH
<br />S❑LID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) THICKNESS, SOLID OR HONEYCOMB CORE
<br />STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS,
<br />WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE
<br />TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4' DIA. x 3 1/2' TAPCON SCREWS, 6'
<br />FROM EACH END AND 12' C/C. ADDITI❑NAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/
<br />(2) ROWS OF 2d NAILS AT 10' C/C.
<br />GYPSUM WALLBOARD
<br />PR❑VIDE 1/2' NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8' TYPE 'X' GYP. BP❑ARD ON ALL
<br />GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE, GARAGE SHALL BE SEPARATED FROM THE
<br />RESIDENCE AND IT'S ATTIC AREA BY NO LESS THAN 1/2' GYP, BOARD APPLIED TO THE GARAGE SIDE.
<br />HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' A.F.F.
<br />NON -BEARING INTERIOR PARTITIONS
<br />ALL INTERIOR NON BEARING PARTITIONS SHALL BE 2X4 SPF @ 16' ❑.C. MAX. SPACING WITH SINGLE TOP
<br />AND BOTTOM PLATE W/ 1/2' GYP, DRYWALL EACH SIDE.
<br />-- FLORIDA APPROV= PRODUCTS LNT
<br />Parent Approval Manufacturer Category_
<br />FL15220.6 Plastico, Inc. Exterior Doors
<br />FL15220.5 Plastico, Inc. Exterior Doors
<br />FL15279-R5
<br />FL14911-R8
<br />C1oPaY Building Products Company
<br />Silverline Bldg. Products
<br />Exterior Doors
<br />Windows
<br />FL14911 R9
<br />Sihrcrliae Bldg. ProductsWindows
<br />FL6067-R7
<br />Silverline Bldg. Products _ - Windows
<br />FL16626-1-R3
<br />Tamko Building Products
<br />Roofing
<br />_
<br />FL10674.1Owens
<br />Corning
<br />James Hardie Bldg. Products
<br />Roofing
<br />FL13192.2
<br />-
<br />Panel Walls
<br />FL15272 _
<br />FL11473-R2
<br />side
<br />Simpson Strong -Tie Co.
<br />'Simpson Strong -Tie Co.- -
<br />Simpson Strong -Tie Co.
<br />Simpson Strong -Tie Co._Structural
<br />Simpson Strong -Tie Co. -
<br />Simpson Strong -Tie Co.
<br />Panel Walls
<br />Structural Components
<br />FL11473-R2 _
<br />FL10456.2 R4
<br />Structural Components
<br />Structural Components --
<br />_
<br />FL10456.10-R4
<br />Components
<br />FL10_456.10-R4
<br />Structural Components _ _
<br />FL11473-R2
<br />Structural Components
<br />FL11463.2 -�-Simpson
<br />FL10860.1
<br />Strong -Tie Co.
<br />Simpson Strong -Tie Co. - -
<br />FL10860.2
<br />Simpson Strong -Tie Co.
<br />FL10860.4
<br />Simpson Strong -Tie Co.
<br />FL10860.5
<br />_ -
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Structural Components
<br />Structural Components
<br />Structural Components
<br />Structural Components
<br />LSwingin&-Ext. Door -
<br />Swinging Ext. Door Assemblies
<br />Sectional Ext. Door Assemblies
<br />Single -Hung
<br />Single -Hung
<br />_Mullion
<br />Underlayments
<br />Asphalt Shingles
<br />Exterior Siding
<br />Soffits
<br />[TAnchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br /># Fkaftet Model # or Name . - Model
<br />Opaque Fiber lass Door Entry Door
<br />ODaaue Fiberslass Door Glazed Fiber
<br />Hardie Plank
<br />HETA20
<br />META
<br />H 2.5 - -- _-
<br />SPl
<br />LSTA12
<br />Aluminum
<br />Aluminum
<br />Door
<br />Fiberglass Reinforced
<br />Cement Board
<br />Aluminum
<br />Embedded Truss Anchor
<br />Embedded Truss Anchor
<br />Strap Ties
<br />H1 ------ - -
<br />ABA66 -
<br />I Tie
<br />PosPos B easeas
<br />ABU66
<br />Po' st Base
<br />AC6 - - -
<br />Post Cap
<br />BC6
<br />Post Can
<br />FBCR 2017 - COMPONENTS AND CLADDING - EXP. 'B'
<br />140 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS (N❑MINAL)
<br />COMPONENT
<br />ZONE
<br />EFFECTIVE WIND AREA
<br />WALL
<br />10 SQ. FT,
<br />20 SQ. FT.
<br />50 SQ. FT.
<br />100 SQ. FT,
<br />500 SQ, FT.
<br />WALL
<br />O
<br />+21.2 PSF / -22.0 PSF
<br />+20.2 PSF / -22.0 PSF
<br />+19,0 PSF / -20.0 PSF
<br />+18.0 PSF / -19.0 PSF
<br />+15.8 PSF / -17.0 PSF
<br />WALL
<br />l� l
<br />+21.2 PSF / -28.0 PSF
<br />+20.2 PSF / -26.0 PSF
<br />+19.0 PSF / -23.0 PSF
<br />+18.0 PSF / -22.0 PSF
<br />+15.8 PSF / -17.0 PSF
<br />NOTE,
<br />ALL EXTERIOR DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2017. ALL CONNECTIONS TO BUILDING STRUCTURE
<br />SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE,
<br />3'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 5.
<br />�zv1�0'4 PAS
<br />Ct�� or L � Ff'lC1 A
<br />1WI..D1N�'
<br />M5119%11& MAN CH�CKI.151' MR F0019A PULPING COn� 6fH, W1110N (2011)
<br />1. 51,��PING POOM5 HAVE APFQUAT WINDOW 51Z� ANP PPOMP LOCATION FOP F5CAPE & IT 5CUF (FPC-1d�51P�N11A1, 1?-N0) ,
<br />2, ONP CAfkl/ T0LFf DOOM WITH A 29" MINIMUM CLFAP ACCP55, ON THE LOWWP POOP, P302)
<br />3, HAZAWOU5 6.A55 LOCAT10N5 INPICAt[9, (P[3C-IT5IMNTIAI. P308.4)
<br />4, Af11C ACC�55 LOCAt[2 WITH OPENING nIWN51ON5, ( FPC-M51P�NT1Al. r807)
<br />5, PPOV119� PPOTfCTION PPOM IMPACT" IN GAP a5 POP 12UCTWOPK ANP APPOANCP5,
<br />(FX-W5MNT1& M001, FBC-IutaffiCk 605.15, FBC-M 6A5 ".4)
<br />6, 5fA1P CON5TRUC11ON 12�T'All.5 INPICK1 PPOPK 11TAn/ PISPP PFI.A110N5HIP, HANPPAL 0CAT10N, HANPP&/ 6UAI?VML
<br />WW5, Ate MAXIMUM MN IZAL 5FACING IWICAM7. (FX-M5IMWAL 011.1, IM2.1)
<br />1. PLA5HING 12FTAL5 Af �XVI0P WIN12OW5/ b00P OPPNING5, INSP51�CT1ON5WITN CHIMNEY/ MA5ONPY/ PfC., PPOJPCT1NG
<br />WOOF 1MM, WfRa VM/ POM5/ 5fAR5, WAIV W IR IMT10N5, VMR5, M. (FDC-BUI.nING 101.2.4,
<br />FDC-W5MNfl& R105.4)
<br />8, 5MX 12FSCfOP5 ANP CAkDON MONOXIP7 PFTECT"O6 (FPC-M5112�N11AL P514, P-N
<br />9. PPOVIP� P00P VN%A110N CALClA11ON5, (FX-PP5I1XN11AL P806)
<br />10. PPOVIn� nPT'A11.5 POP PVWI .IN6 GAPAGF OPENING ANI2 PFN�TA110N PMC110N, PPOVIPF MT"&5 POP PMI LING-6APAGf
<br />Ff, WARAW4. (FX-e5MW & RZ502.5, IZ h)
<br />11. PPOVIn� LOCATION OF AU. I�TQWTT GPI/AfI ANP WAfITP00P PtC�PThl8 5, (W-PP5I12�N11AL F3901, �4002)
<br />12. PC OVIP� MINIMUM 15% HI6H-ffFICENCY LICKING, (FPC-�N�PGY CON5WVA110N P404)
<br />REQUIRED ATTIC VENTILATION
<br />AREA OF ATTIC
<br />2396
<br />NET FREE VENTILATION AREA REQ'D.
<br />1/300
<br />REQ'D. VENTILATION ATTIC
<br />2396/300
<br />7.99
<br />VENTILATION AREA x SQ. INCHES PER FOOT (144)
<br />1150
<br />MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC
<br />575
<br />OFF RIDGE VENTILATION AREA 115
<br />SQ. INCH PER VENT
<br />575/115
<br />TOTAL # OF VENTS REQUIRED
<br />5.0
<br />TOTAL # OF VENTS PROVIDED
<br />5
<br />SOFFIT VENTILATION AREA 11.736
<br />SQ, INCH PER PER L.F.
<br />575/11.736
<br />TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED
<br />49.0
<br />• AREA OF ATTIC IS THE PERIMETER OF THE HOUSE
<br />(EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS
<br />INCLUDED)
<br />DRAWING PAGE INDEX
<br />BF-001-Al
<br />-
<br />ENGINEERING NOTES
<br />BF-001-A2
<br />- FLOOR PLAN
<br />BF-001-A3
<br />- ELEVATIONS
<br />BF-001-A4
<br />- FOUNDATION PLAN
<br />BF-001-A5
<br />- ROOF PLAN
<br />BF-001-A6
<br />- ELECTRICAL PLAN
<br />BF-001-A7
<br />- WALL SECTION & DETAILS
<br />BF-001-A8
<br />- ROOF NAILING
<br />BF-001-A9
<br />- GABLE
<br />TRUSS
<br />DETAILS
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED
<br />THIS PLAN AND FOUND IT TO BE IN
<br />COMPLIANCE WITH ASCE 7-10, & FBC 2017
<br />(6TH. EDITION).
<br />"Twil" I
<br />ENGINEER OF RECORD
<br />David W. Smith P.E.
<br />FLORIDA LICENSE NUMBER: 53608
<br />Plans By:
<br />Larry deMontmoll'n
<br />90 Countiy Club Lane
<br />MnmenY, FL 33860
<br />Phone:(863)397-7525
<br />DATE: 02-08-19
<br />DRAWN BY: L.B.D.
<br />REVISION: I DATE:
<br />R01
<br />RO 2
<br />RO 3
<br />I ;T11fl
<br />PROJECT ADDRESS:
<br />BUITERFIELD INVESTMENTS, INC.
<br />501618th. STREET
<br />ZEPHYRHILLS, FL. 33542
<br />CONTRACTOR:
<br />HOUSE PLAN
<br />NOTES Bi SPECS.
<br />DWG, BF-001-Al REV. 0
<br />NOTE 2:�Vft FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
<br />
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