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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, EDITI❑N 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❑RTI❑N SHALL COMPLY WITH THIS CODE,
<br />CREATI❑N OR EXTENSI❑N OF N❑NC❑NF❑RMITY, AN ADDITI❑N SHALL NOT CREATE OR
<br />EXTEND ANY N❑NC❑NF❑RMITY 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. S❑IL CAPACITY TO BE VERIFIED
<br />BY CONTRACTOR PRI❑R TO C❑NSTRUCTI❑N, INF❑RM ENGINEER OF VARIATI❑NS,
<br />F❑❑TINGS TO BE EXCAVATED TO CLEAN S❑IL, FREE OF VEGETATI❑N AND
<br />DELETERIOUS MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE,
<br />CONCRETE
<br />MINIMUM C❑MPRESSIVE 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 />INTERI❑R 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 i
<br />i. STORE LUMBER OFF GROUND, KEEP WELL VENTILATED AND COVERED,
<br />2. CURRENT EDITION, ASS❑CIATION 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 NOMINAL, 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 C❑NSTRUCTION (AITC) SPECIFICATI❑NS, ALL
<br />LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED,
<br />TERMITE TREATING i
<br />S❑IL 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' ❑.C,
<br />ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS,
<br />CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATI❑NS (CUT SHEETS) ON SITE
<br />AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR,
<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 11 - PER (TABLE 1604.5/TABLE 1,5-1)
<br />2) EXP. 'B', PER TABLE 1609.4.5/SECTI❑N 26,7.5
<br />3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 140 MPH ult 3 SEC GUST
<br />4) N❑MINAL DESIGN WIND SPEED, V (ASD) = 110 MPH asd 3 SEC GUST
<br />5) INTERNAL PRESSURE COOFFICIENT, GCPI = 18 ENCLOSED PER TABLE 26,11A
<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, EDITI❑N, 2017 FLORIDA BUILDING CODE, BUILDING. PLUMBING,
<br />MECHANICAL, FUEL GAS, AND/OR EXISTING BUILDING
<br />6TH, EDITI❑N, 2017 FLORIDA FIRE PREVENTION CODE (IF APPLICABLE)
<br />2014 NATI❑NAL ELECTRICAL CODE
<br />DATA SUMMARY:
<br />BUILDING USE1 RESIDENCE GROUP WITH MORE THAN TWO DWELLING UNITS, TYPE R2.
<br />CONSTRUCTION TYPE V, UNPROTECTED, UNSPRINKLED
<br />Residential Group R-2 occupancies containing sleeping units or more than two dwelling
<br />units where the occupants are prlmarlly permanent In nature,
<br />ALL BEDROOMS REQUIRE AN ❑UTSIDE WIND❑W OR DOOR OPERABLE FROM INSIDE WITH❑UT THE
<br />USE OF TOOLS AND PR❑VIDING A CLEAR OPENING OF NOT LESS THAN 20' WIDTH, 24' IN HEIGHT
<br />& 5,7 SQ. FT, IN AREA. THE BOTTOM OF THE ❑PENTNG SHALL NOT BE MORE THAN 44' OFF THE
<br />FLOOR AND NO PART OF THE ❑PERATING MECHANISM SHALL BE PLACED HIGHER THAN 54' A.F.F.
<br />WINDOWS GREATER THAN 72' ABOVE 72' FINISHED GRADE SHALL HAVE THW WIND❑W SILL HEIGHT
<br />GREATER THAN 24' ❑R 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 />WIND❑WS 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 ADDITI❑NAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308,
<br />SINGLE SWING EXTERI❑R DOORS C❑NNECTING 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 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, 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, PR❑VIDE 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 />N❑N-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 />`J, L WORK SHALL COMPLY WITH PREVAILING
<br />=ODES FLORIDA 81JILDiNG CODE,
<br />NATIONAL ELECTRIf'a CODE,
<br />;,NDTHE CITY OF ZEPHYRHILLS
<br />ORDINANCES
<br />REVIEW DATEYRL.�j
<br />.Q�9
<br />CITY OF ZEPH /
<br />PLAN EXAMINER
<br />Parent Approval
<br />FL 15220.6
<br />FL 15220.5
<br />FL15279-R5
<br />FL19715
<br />FL6067-R7
<br />FL 16626-1-R3
<br />FL 16305.1-R3
<br />FL 15272
<br />FL11473-R2
<br />FL11473-R2
<br />FL10456.2 R4
<br />FL10456.10-R4
<br />FL10456.10-R4
<br />FL11473-R2
<br />FL10655.11
<br />FL 13904.6
<br />Manufacturer
<br />Plastico, Inc.
<br />Plastico, Inc.
<br />Clopay Building Products Company
<br />Silverline Bldg. Prod uft
<br />Silverline Bldg. Products
<br />Tamko Building Products
<br />Tamko Building Products
<br />Alside
<br />Simpson Strong -Tic Co.
<br />Simpson Strong -Tic Co.
<br />Simpson Strong -Tie Co.
<br />Simpson Strong -Tic Co.
<br />Simpson Strong -Tie Co.
<br />Simpson Strong -Tie Co.
<br />Simpson Strong -Tic Co.
<br />Simpson Strong -Tic Co.
<br />FLORIDA APPROVED PRODUCTS LIST
<br />Category
<br />Subcategory App/Seq #
<br />Exterior Doors
<br />Swinging Ext. Door
<br />Exterior Doors
<br />Swinging Ext. Door Assemblies
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies
<br />Windows
<br />Single -Hung
<br />Windows
<br />Mullion
<br />Roofing
<br />Underlayments
<br />Roofing
<br />Asphalt Shingles
<br />Panel Walls
<br />Soffits
<br />Structural Components
<br />Truss Anchors
<br />Structural Components
<br />Truss Anchors
<br />Structural Components
<br />Wood Connectors Anchors
<br />Structural Components
<br />Wood Connectors Anchors
<br />Structural Components
<br />Wood Connectors Anchors
<br />Structural Components
<br />Wood Connectors Anchors
<br />Structural Components
<br />Wood Connectors Anchors
<br />Structural Components
<br />Wood Connectors Anchors
<br />Prodact Modd # or Name Model Description
<br />Opaque Fiberglass Door Entry Door
<br />Opaque Fiberglass Door Glazed Fiberglass Door
<br />VI Scrics/70 Series
<br />TW Underlayment
<br />HETA
<br />META
<br />H2.5
<br />SP1
<br />SP2
<br />LSTA12
<br />HUSC
<br />MBHA
<br />Vinyl
<br />Aluminum
<br />Fiberglass Reinforced
<br />Aluminum
<br />Embedded Truss Anchor
<br />Embedded Truss Anchor
<br />Strap Ties
<br />Beam Hangers
<br />Beam Hangers
<br />NOTE a:W- FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
<br />ke5Vn N11A1. PLAN CH�CKI.151' MP FLOMPA PULLING CXn 6fH, �191110N ( 2011)
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<br />NOMINAL 5F9
<br />AWA
<br />A
<br />5068 V9.
<br />4
<br />20.2
<br />22
<br />20 5F
<br />13
<br />2868 V9,
<br />4
<br />21.2
<br />22
<br />10 5f
<br />C
<br />2866 W.
<br />4
<br />2112
<br />22
<br />10 5F
<br />19
<br />16070 ON7
<br />4
<br />18.0
<br />19
<br />100 5F
<br />-1 65
<br />2-25 5H
<br />4
<br />20.2
<br />22
<br />20 5F
<br />F
<br />_1 60 518
<br />2-22 5H
<br />4
<br />20.2
<br />22
<br />20 5F
<br />6
<br />57w65
<br />25 5H
<br />4
<br />21.2
<br />22
<br />10 5f
<br />H
<br />M60 518
<br />24 5H
<br />4
<br />2112
<br />22
<br />10 5F
<br />1
<br />5760 5/ 8
<br />24 5H
<br />5
<br />21.2
<br />28
<br />10 5F
<br />K
<br />5708 5/ 8
<br />Z 5N
<br />4
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<br />22
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<br />L
<br />57x26
<br />52/ 2 5H
<br />4
<br />21.2
<br />22
<br />10 5f
<br />M
<br />SF AREA:
<br />LIVING 1516 SF
<br />PORCH 71 SF
<br />LANAI 120 SF
<br />GARAGE 440 SF
<br />UNDER ROOF 2147 SF
<br />REQUIRED ATTIC VENTILATION
<br />AREA OF ATTIC
<br />2147
<br />NET FREE VENTILATION AREA REQ'D.
<br />1/300
<br />REQ'D. VENTILATION ATTIC
<br />2147/300
<br />7.16
<br />VENTILATION AREA x SQ. INCHES PER FOOT (144)
<br />1031.04
<br />MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC
<br />515.52
<br />OFF RIDGE VENTILATION AREA 115
<br />SQ. INCH PER VENT
<br />515.52/115
<br />TOTAL # OF VENTS REQUIRED
<br />4.48
<br />TOTAL # OF VENTS PROVIDED
<br />5
<br />SOFFIT VENTILATION AREA 11.736
<br />SQ, INCH PER PER L.F.
<br />515.52/11.736
<br />TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED
<br />43.93
<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 />38202-Al
<br />-
<br />ENGINEERING NOTES
<br />38202-A2
<br />-
<br />FLOOR PLAN
<br />38202-A3
<br />-
<br />ELEVATIONS
<br />38202-A4
<br />- FOUNDATION PLAN
<br />38202-A5
<br />- ROOF PLAN
<br />38202-A6
<br />-
<br />ELECTRICAL PLAN
<br />38202-S1
<br />-
<br />WALL SECTION & DETAILS
<br />38202-S2
<br />-
<br />ROOF
<br />NAILING
<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 />pP; •• oCENS'•
<br />STATE OF,�
<br />A N N
<br />/111111
<br />PROFESSIONAL ENGINEER SEAL
<br />ENGINEER OF RECORD
<br />David W. Smith P.E.
<br />FLORIDA LICENSE NUMBER: 53608
<br />Plans By:
<br />Larry deMontinollin
<br />90 Country Club Lane
<br />Mulberry, FL 33860
<br />Phone: (863)397-7525
<br />DATE: 09-03-19
<br />DRAWN BY: L.E.D.
<br />REVISION:
<br />RO 1
<br />RO 2
<br />RO 3
<br />I -TI]v
<br />DATE:
<br />PROTECT ADDRESS:
<br />38021 10TH. AVE.
<br />ZEPHYRHILLS, FL. 33542
<br />CONTRACTOR:
<br />BUITERFIELD INVESTMENTS
<br />HOUSE PLAN
<br />ENGINEERING NOTES
<br />DWG, 38021-A1 REV. 0
<br />
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