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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 />ENGINEER'S NOTES
<br />ALL WORK TO BE DONE ACC❑RDING TO FLORIDA BUILDING CODES.
<br />BUILDINGS OR STRUCTURES SHALL CONFORM TO
<br />2017 FBC 6TH, EDITION BUILDING.
<br />AN ADDITI❑N TO A BUILDING OR STRUCTURE SHALL COMPLY WITH THE FBC'S AS
<br />FOR NEW CONSTRUCTI❑N WITH❑UT REQUIRING THE EXISTING BUILDING OR STRUCTURE
<br />TO COMPLY WITH ANY REQUIREMENTS OF THOSE CODES OR OF THESE PR❑VISI❑NS
<br />EXCEPT AS REQUIRED BY CHAPTER 10, WHERE AN ADDITION IMPACTS THE EXISTING
<br />BUILDING OR STRUCTURE, THAT P❑RTION SHALL COMPLY WITH THIS CODE.
<br />CREATI❑N OR EXTENSION OF N❑NC❑NFORMITY. AN ADDITI❑N SHALL NOT CREATE OR
<br />EXTEND ANY N❑NC❑NFORMITY IN THE EXISTING BUILDING TO WHICH THE ADDITI❑N 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 S❑IL BEARING CAPACITY TO BE 2000 PSF. SOIL CAPACITY TO BE VERIFIED
<br />BY CONTRACTOR PRIOR TO CONSTRUCTI❑N. INF❑RM ENGINEER OF VARIATI❑NS.
<br />F❑❑TINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION AND
<br />DELETERIOUS MATTER, CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE.
<br />CONCRETE
<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 />SPECIFICATI❑N C-94.
<br />SLAB ON FILL ;
<br />INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
<br />MEMBRANES, ALL SLABS TO BE REINF❑RCED WITH 6X6 10/10 WELDED WIRE MESH,
<br />LUMBER 1
<br />L STORE LUMBER ❑FF GROUND, KEEP WELL VENTILATED AND COVERED.
<br />2. CURRENT EDITI❑N, ASS❑CIATI❑N GRADING RULES GOVERN,
<br />3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY.
<br />4. ANY SPECIES ALLOWED UNLESS ❑THERWISE NOTED,
<br />5. SIZES ARE N❑MINAL, ACTUAL SIZES SHALL CONFORM TO AMERICAN
<br />LUMBER STANDARD PS 20-70.
<br />6. M❑ISTURE 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 CONSTRUCTI❑N (AITC) SPECIFICATI❑NS. ALL
<br />LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED.
<br />TERMITE TREATING ;
<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 />S❑IL, 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/C❑NSTRUCTI❑N ADHESIVE AND NAILED W/#16D COMMONS 16' D.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 INSPECTI❑N, FOR REVIEW BY THE BUILDING INSPECT❑R,
<br />TO MEET LOADS AS INDICATED.
<br />DOORS & WIND❑WS
<br />ENGINEERS NOTES:
<br />DESIGN LOADS,
<br />A. WIND LOADS, PER;
<br />1) RISK CATEGORY Il - PER (TABLE 1604,5/TABLE 1.5-1)
<br />2) EXP. 'C', PER TABLE 1609.4.5/SECTI❑N 26.7.5
<br />3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 140 MPH utt 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 PREVENTI❑N CODE (IF APPLICABLE)
<br />2014 NATIONAL ELECTRICAL CODE
<br />DATA SUMMARY1
<br />BUILDING USEj SINGLE FAMILY RESIDENCE TYPE R1,
<br />C❑NSTRUCTI❑N TYPE V, UNPROTECTED, UNSPRINKLED
<br />ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM INSIDE WITHOUT THE
<br />USE OF TOOLS AND PR❑VIDING A CLEAR ❑PENING OF NOT LESS THAN 20' WIDTH, 24' IN HEIGHT
<br />& 5,7 SQ. FT. IN AREA. THE BOTTOM OF THE ❑PENING 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 />WIND❑WS GREATER THAN 72' ABOVE 72' FINISHED GRADE SHALL HAVE THW WINDOW SILL HEIGHT
<br />GREATER THAN 24' ❑R PROVIDE AN FALL PREVENTIVE DEVICE PER R616.2.
<br />DOORS & WIND❑WS
<br />THE OPERATING MECHANISM FOR SINGLE HUNG WIND❑WS SHALL BE AT OR NEAR THE SILL,
<br />WIND❑WS INDICATED WITH (E) ❑R 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 WIND❑WS WITHIN LESS THAN 60' AV❑VE STAIR LANDINGS OR TREADS SHALL BE
<br />TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308.
<br />SINGLE SWING EXTERI❑R DOORS C❑NNECTING 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 D❑ORS,
<br />WHERE MASONRY ❑PENINGS REQUIRE WOOD FRAMING, TO FIT WIND❑W OR DOOR SIZES, PRESSURE
<br />TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4' DIA. x 3 1/2' TAPC❑N SCREWS, 6'
<br />FROM EACH END AND 12' C/C, ADDITIONAL 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 AB❑VE, 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 />N❑N-BEARING INTERI❑R PARTITI❑NS
<br />ALL INTERI❑R NON BEARING PARTITI❑NS SHALL BE 2X4 SPF 2 16' ❑.C. MAX, SPACING WITH SINGLE TOP
<br />AND BOTTOM PLATE W/ 1/2' GYP, DRYWALL EACH SIDE.
<br />FLORMA APPROVED PRODUCTS LIST
<br />Parent Approval
<br />Manufacturer -
<br />Cateiory
<br />Subcategory
<br />App/Seq # - Product Model # or Name -I Model Description
<br />FL15220.6
<br />Plastico, Inc. -
<br />Exterior Doors -
<br />- -
<br />Sging Ext. Door
<br />Swinging
<br />-
<br />Opaque Fiberglass Door
<br />En Door
<br />- 1
<br />FL15220.5
<br />Plastico, Inc. - -- -- - --
<br />D
<br />Exterior Doors
<br />-
<br />SwmgmgExt. Door Assemblies;,
<br />_ - -- - -- li -'
<br />-,Opaque Fiberglass Door
<br />Glazed Fiberglass Door
<br />_
<br />FL15279 R5
<br />Clo a Building Products Company
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies
<br />FL14911-R8
<br />Silverline Bldg. Products
<br />Windows
<br />Single -Hung
<br />Aluminum
<br />FL14911-R9
<br />Silvealine Bldg. Products -
<br />Windows
<br />Single -Hung
<br />Ahrminum
<br />FL6067-R7
<br />Silverline Bldg. Products
<br />Windows
<br />Mullion
<br />Aluminum
<br />FL16626-1-R3
<br />Tamko Building Products
<br />Roofing
<br />Underlayments
<br />TW Underlayment
<br />FL16305.1-R3
<br />Tamko Building Products
<br />Roofing
<br />Asphalt Shingles
<br />Fiberglass Reinforced
<br />FL15272
<br />Alside
<br />Panel Walls
<br />Soffits
<br />Aluminum
<br />--
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Truss Anchors
<br />BETA
<br />Embedded Truss Anchor
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Truss Anchors
<br />META
<br />Embedded Truss Anchor
<br />FL10456.2 R4
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors �
<br />H2.5
<br />---
<br />FL10456.10-R4
<br />-Tie Co.
<br />Structural Components
<br />.Wood Connectors Anchors -
<br />SP1
<br />FL10456.10-R4
<br />..Simpson -Strong
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />FL11473-R2
<br />Simpson Strong -Tie Co.-
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSTA12
<br />1 Strap Ties
<br />NOM MV,
<br />FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
<br />COMPONENTS
<br />AND CLADDING - EXP. 'C' PER TABLE R301,2
<br />140
<br />Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS &
<br />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.
<br />FT.
<br />500 SO. FT.
<br />WALL
<br />O
<br />+45.5 PSF / -49.3 PSF
<br />+43.5 PSF
<br />/ -47.3 PSF
<br />+40.8 PSF / -44.6 PSF
<br />+38.7 PSF /
<br />-42.6 PSF
<br />+33.9 PSF / -37.8 PSF
<br />WALL
<br />50
<br />+45.5 PSF / -60.9 PSF
<br />+43.5 PSF
<br />/ -56.8 PSF
<br />+40.8 PSF / -51.3 PSF
<br />+38.7 PSF /
<br />-47.3 PSF
<br />+33.9 PSF / -38.3 PSF
<br />NOTE:
<br />ALL EXTERIOR DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010. ALL C❑NNECTIONS 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 />DESIGN ❑PENING PRESSURES
<br />ENCLOSED BUILDING EXPOSURE 'B'
<br />D❑❑R/WINDOW
<br />TAG
<br />ZONE
<br />PRESSURE
<br />+
<br />-
<br />5068 FR. DR,
<br />4
<br />40,8
<br />44.6
<br />3068 DR,
<br />4
<br />43.5
<br />47.3
<br />2868 FR, DR,
<br />4
<br />43.5
<br />47.3
<br />37x63
<br />25 SH
<br />4
<br />43.5
<br />47.3
<br />2-37x63
<br />2-25 SH
<br />4
<br />40.8
<br />44.6
<br />37x51
<br />24 SH
<br />4
<br />43.5
<br />47.3
<br />51 5/8 x 50 5/8
<br />35 SH
<br />4
<br />43.5
<br />47.3
<br />26 x 50 5/8
<br />34/2 SH
<br />4
<br />45.5
<br />49.3
<br />1670 ❑HD
<br />4
<br />33.9
<br />1 37.8
<br />REQUIRED ATTIC VENTILATION
<br />AREA OF ATTIC
<br />2219
<br />NET FREE VENTILATION AREA REQ'D.
<br />1/300
<br />REQ'D. VENTILATION ATTIC
<br />2219/300
<br />7.397
<br />VENTILATION AREA x SQ. INCHES PER FOOT (144)
<br />1065.12
<br />MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC
<br />532.56
<br />OFF RIDGE VENTILATION AREA 115
<br />SQ. INCH PER VENT
<br />532.56/115
<br />TOTAL # OF VENTS REQUIRED
<br />4.53
<br />TOTAL # OF VENTS PROVIDED
<br />5
<br />SOFFIT VENTILATION AREA 11.736
<br />SQ, INCH PER PER L.F.
<br />532.56/11.736
<br />TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED
<br />45.378
<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 />2WB-1 -ELEVATIONS
<br />2W6-2 -FLOOR PLAN
<br />2WB-3 -FOUNDATION PLAN
<br />2WB-4 -ROOF PLAN
<br />2WB-5 -WALL SECTION &DETAILS
<br />2WB-6 -ROOF NAILING
<br />2WB-7 -ELECTRICAL PLAN
<br />2WB-8 -ENGINEERING NOTES
<br />�XXIM 11I11t
<br />No. 53608 a =
<br />� P .�T E OF s
<br />ON L �4
<br />� 0 E
<br />3
<br />ENGINEER OF RECORD
<br />David W. Smith P.E.
<br />FLORIDA LICENSE NUMBER 53608
<br />Plans By:
<br />Larry deMontmollin
<br />90 Country Club Lane
<br />Mulberry, FL 33860
<br />Phone: (863)397-7525
<br />DATE: 03-01-18
<br />DRAWN BY: LED.
<br />REVISION:
<br />R-1
<br />R- 2
<br />R- 3
<br />R- 4
<br />DATE:
<br />PROTECT ADDRESS:
<br />BUTTERFIELD INVESTMENTS, INC.
<br />5023 SUMMER HILL DR
<br />ZEPHYRHILLS, FL. 33542
<br />CONTRACTOR:
<br />JoBL BAILEY
<br />HOUSE PLAN
<br />ENGINEERING NOTES
<br />DWG, 2WB-8 REV. 0
<br />
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