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I HEREBY CERTIFY THAT I HAVE REVIEWED
<br />THIS PLAN AND FOUND IT TO BE IN
<br />COMPLIANCE WITH ASCE 7-10s & FBC 2017
<br />6TH. EDITION.
<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 WITHOUT 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 PORTION 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, SOIL 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 :
<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 BOARD OF REVIEW AGENCY,
<br />4, ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED,
<br />5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO 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 :
<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 NOTES1
<br />DESIGN LOADS1
<br />A. WIND LOADS, PER:
<br />1) RISK CATEGORY h - PER (TABLE 1604.5/TABLE 1.5-1)
<br />2) EXP. -C-, PER TABLE 1609.4,5/SECTION 26.7.5
<br />3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 140 MPH u(t 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 T01
<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 />GTH. EDITION, 2017 FLORIDA FIRE PREVENTION CODE (IF APPLICABLE)
<br />2014 NATIONAL ELECTRICAL CODE
<br />DATA SUMMARY1
<br />BUILDING USD 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 SQ. 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 />SOLID 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. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W1
<br />(2) ROWS OF 2cl NAILS AT 10' C/C.
<br />GYPSUM WALLBOARD
<br />PROVIDE 112" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8' TYPE 'X' GYP, BPOARD 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-13EARING INTERIOR PARTITIONS
<br />ALL INTERIOR NON BEARING PARTITIONS SHALL BE 2X4 SPF @ 16' O.C. MAX, SPACING WITH SINGLE TOP
<br />AND BOTTOM PLATE W/ 112' GYP. DRYWALL EACH SIDE,
<br />FLORMA "PROVED PRODUCTS LIST
<br />Parent Approval
<br />Manufacturer
<br />Category
<br />Subcategory
<br />App/Seq # Product MOM # or Name
<br />Model Description I
<br />FL15220.6
<br />Plastico, Inc.
<br />Exterior Doors
<br />Swinging Ext. Door
<br />i Opaque Fiberglass Door
<br />'Entry Door
<br />FL15220.5
<br />Plastico, Inc.
<br />Exterior Doors
<br />Ext.-Door Assemblies J
<br />Opaque Fiberglass Door
<br />Glazed Fiberglass Door
<br />-Swinging
<br />i FL15279-R5
<br />Clopay Building Products Company
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies
<br />FL14911-R8
<br />Silverline Bldg. Products
<br />Windows
<br />i Single -Hung
<br />Aluminum
<br />FL14911-R9
<br />Silverline Bldg. Products
<br />Windows
<br />Single -Hung
<br />urninum
<br />FL6067-R7
<br />Silverline Bldg. Products
<br />Windows
<br />Mullion
<br />Aluminurn
<br />FL 16626-1 -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 />J �Aluminum
<br />FL1 1473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Truss Anchors
<br />;HETA
<br />Embedded Truss Anchor
<br />FLI 1473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Truss Anchors
<br />':META
<br />Embedded Truss Anchor
<br />FLl045_6.2-R4__.__
<br />ie i
<br />Simpson Strong-Ti Co.
<br />Structural Components
<br />Wood Connectors Anchors J_
<br />H2,5
<br />FL10456.10-R4
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors, Anchors
<br />Spi
<br />FL10456.10-R4
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />SP2
<br />FLI 1473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSTA12
<br />Strap Ties
<br />NoTjE M:j?,
<br />FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
<br />COMPONENTS AND CLADDING - EXP, 'C' PER TABLE R301.2
<br />140 Utt - DESIGN WIND PRESSURE FOR WALLS, DOORS &
<br />WINDOWS (NOMINAL)
<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 SQ, FT,
<br />WALL
<br />+45.5 PSF / -49.3 PSF
<br />+43.5 PSF / -47.3 PSF
<br />+40,8 PSF / -44.6 PSF
<br />+38.7 PSF /
<br />-42.0 PSF
<br />+33.9 PSF / -37.e PSF
<br />WALL
<br />+45.5 PSF / -60.9 PSF
<br />+43�5 PSF / -56.8 PSF
<br />+40.8 PSF / -51.3 PSF
<br />+38.7 PSF /
<br />-47.3 PSF
<br />+33.9 PSF / -3&3 PSF
<br />NOTE:
<br />ALL EXTERIOR DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2010. 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 />DESIGN OPENING PRESSURES
<br />ENCLOSED BUILDING EXPOSURE 'Bo
<br />DOOR/WINDOW
<br />TAG
<br />ZONE
<br />PRESSURE
<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 />37x5l
<br />24 SH
<br />4
<br />43,5
<br />473
<br />51 5/8 x 50 5/8
<br />35 SH
<br />4
<br />43,5
<br />473
<br />26 x 50 5/8
<br />34/2 SH
<br />4
<br />45.5
<br />49.3
<br />1670 OHD
<br />4
<br />33,9
<br />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 />W13-1 - ELEVATIONS
<br />W13-2 - FLOOR PLAN
<br />WB-J - FOUNDATION PLAN
<br />WB-4 - ROOF PLAN
<br />W13-5 - WALL SECTION & DETAILS
<br />W13-6 - ROOF NAILING
<br />W13-7 - ELECTRICAL PLAN
<br />W13-8 - ENGINEERING NOTES
<br />NN E L T,0 4,
<br />. 00 ..0
<br />No.53608
<br />STATE 0j= -4
<br />All
<br />0"
<br />W,
<br />PROFESSIONAL ENGINEER SEAL
<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: 02-15-18
<br />DRAWN BY: LE.D.
<br />REVISION:
<br />Rr 1
<br />Rr 2
<br />Rr 3
<br />Rr 4
<br />DATE:
<br />PROJECT ADDRESS:
<br />BU ERFIELD INVESTMENTS, INC.
<br />5130 20TH. ST.
<br />ZEPHYRHILLS, FL 33542
<br />CONTRACTOR:
<br />JOEL BAILEY
<br />HOUSE PLAN
<br />ENGINEERING W�TES
<br />DWG, WB=8
<br />nu
<br />xxjuvs 0
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