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<br />ENGINEER'S NOTES
<br />ALL WORK TO BE DONE ACC❑RDING TO FLORIDA BUILDING CODES,
<br />BUILDINGS OR STRUCTURES SHALL CONFORM TO
<br />2020 FBC 7th, EDITI❑N BUILDING.
<br />AN ADDITI❑N TO A BUILDING OR STRUCTURE SHALL COMPLY WITH THE FBC'S AS
<br />FOR NEW C❑NSTRUCTI❑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 ADDITI❑N 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 />DELETERI❑US 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 ;
<br />1, STORE LUMBER OFF 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 INSTALLATI❑N,
<br />STRUCTURAL LUMBER TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE TO
<br />AMERICAN INSTITUTE OF TIMBER C❑NSTRUCTI❑N (AITC) SPECIFICATI❑NS, ALL
<br />LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED,
<br />TERMITE TREATING ;
<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' D.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 INSPECTI❑N, FOR REVIEW BY THE BUILDING INSPECT❑R,
<br />TO MEET LOADS AS INDICATED.
<br />DOORS & WIND❑WS
<br />ENGINEERS NOTES:
<br />DESIGN L❑ADSi
<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) = 108 MPH asd 3 SEC GUST
<br />5) INTERNAL PRESSURE C❑❑FFICIENT, 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 T❑;
<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 />7th. EDITI❑N, 2020 FLORIDA BUILDING CODE, BUILDING. PLUMBING,
<br />MECHANICAL, FUEL GAS, AND/OR EXISTING BUILDING
<br />DATA SUMMARY1
<br />BUILDING USE1 RESIDENCE GROUP WITH MORE THAN TWO DWELLING UNITS, TYPE R2.
<br />C❑NSTRUCTI❑N TYPE V, UNPROTECTED, UNSPRINKLED
<br />Residential Group R-2 occupancies containing sleeping units or more than two dwelling
<br />units where the occupants are primarily 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 ❑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 ❑PERATING MECHANISM SHALL BE PLACED HIGHER THAN 54' A.F.F.
<br />WIND❑WS GREATER THAN 72' ABOVE 72' FINISHED GRADE SHALL HAVE THW WIND❑W SILL HEIGHT
<br />GREATER THAN 24' OR PR❑VIDE AN FALL PREVENTIVE DEVICE PER R616.2.
<br />DOORS & WIND❑WS
<br />THE ❑PERATING MECHANISM FOR SINGLE HUNG WIND❑WS 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 WIND❑WS WITHIN LESS THAN 60' AV❑VE 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 />S❑LID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) THICKNESS, S❑LID OR HONEYCOMB CORE
<br />STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS,
<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, ADDITI❑NAL FRAMING MEMBERS SHALL BE NAILED TO PRI❑R 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. 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 L❑CATI❑NS, 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 @ 16' ❑,C. MAX. SPACING WITH SINGLE TOP
<br />AND BOTTOM PLATE W/ 1/2' GYP, DRYWALL EACH SIDE,
<br />REQUIRED ATTIC VENTILATION
<br />AREA OF ATTIC
<br />2154
<br />NET FREE VENTILATION AREA REQ'D.
<br />1/300
<br />REQ'D. VENTILATION ATTIC
<br />2154/300
<br />7.18
<br />VENTILATION AREA x SQ. INCHES PER FOOT (144)
<br />1034.0
<br />MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC
<br />517
<br />OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT
<br />517/115
<br />TOTAL # OF VENTS REQUIRED
<br />4.5
<br />TOTAL # OF VENTS PROVIDED
<br />5
<br />SOFFIT VENTILATION AREA 11.736
<br />SQ, INCH PER PER L.F.
<br />517/11.736
<br />TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED
<br />44.05
<br />* AREA OF ATTIC IS THE PERIMETER OF THE HOUSE
<br />(EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS
<br />INCLUDED)
<br />FLORIDA APPROVED PRODUCTS LIST
<br />j Parent Approval
<br />Manufacturer
<br />Category
<br />Subcategory
<br />App/Seq #
<br />Product Model # or Name
<br />Model Description
<br />FL15220.6
<br />Plastico, Inc.
<br />Exterior Doors
<br />Swinging Ext. Door
<br />Opaque Fiberglass Door
<br />Entry Door
<br />FL15220.5
<br />FL15279-R5
<br />Plastico, Inc.
<br />Clopay Building Products Company
<br />Exterior Doors
<br />Exterior Doors
<br />Windows
<br />Swinging Ext. Door Assemblies
<br />Sectional Ext. Door Assemblies
<br />Single -Hung
<br />Opaque Fiberglass Door
<br />V1 Series/70 Series
<br />Glazed Fiberglass Door
<br />Vinyl
<br />FL19715
<br />Silverlme Bldg. Products
<br />FL6067-R7
<br />Silverline Bldg. Products
<br />Windows
<br />Mullion
<br />{{'
<br />Aluminum
<br />FL16626-1-R3
<br />FL16305.1-R3
<br />Tamko Building Products
<br />Tamko Building Products
<br />Roofing
<br />Roofing
<br />Underlayments
<br />Asphalt Shingles
<br />TW Underlayment
<br />Fiberglass Reinforced
<br />FL13192.2
<br />James Hardie
<br />Panel Walls
<br />Siding
<br />HardiePlank
<br />Ir FL13223.2
<br />James Hardie
<br />Panel Walls
<br />Siding
<br />HardiePanel
<br />FL15272
<br />_ _
<br />Alside
<br />Panel Walls
<br />Soffits _
<br />-
<br />Aluminum -
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Truss Anchors
<br />HETA
<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 />-
<br />FL10456.2 R4
<br />Simpson Strong -Tie Co.
<br />-
<br />Structural -Components
<br />Wood Connectors Anchors
<br />-- ---
<br />H2.5
<br />--------
<br />FL10456.10-R4
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />SP1
<br />FL10456.10-R4
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />SP2
<br />_
<br />FL11473-R2
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSTA12
<br />Strap Ties
<br />FL10655.11
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />HUSC
<br />Hangers
<br />Beam Han g _
<br />FL13904.6
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />MBHA
<br />Beam Hangers
<br />NOTE 22t-y- FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
<br />FBCR 2020 - COMPONENTS AND CLADDING - EXP. 'B' PER FBCR R301.2
<br />140 ULt -
<br />DESIGN WIND
<br />PRESSURE FOR WALLS, DOORS & WIND❑WS
<br />(N❑MINAL)
<br />COMPONENT
<br />ZONE
<br />EFFECTIVE WIND AREA
<br />WALL
<br />10 SQ. FT.
<br />20 SQ,
<br />FT.
<br />50 SQ, FT.
<br />100 SQ. FT,
<br />WALL
<br />O
<br />+21.2 PSF / -22.9 PSF
<br />+20.2 PSF /
<br />-22,0 PSF
<br />+19,0 PSF / -20.7 PSF
<br />+18.0
<br />PSF / -19.8 PSF
<br />WALL
<br />n
<br />+212 PSF / -28.3 PSF
<br />+20.2 PSF /
<br />-26.4 PSF
<br />+19,0 PSF / -23,9 PSF
<br />+18,0
<br />PSF / -22.0 PSF
<br />AREA CALCULATIONS:
<br />1567 SF - LIVING AREA
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED
<br />THIS PLAN AND FOUND IT TO BE IN
<br />500 SQ. FT. COMPLIANCE WITH ASCE 7-16, & FBC 2020
<br />+15.8 PSF / -17,6 PSF r7aL ME1 ON).
<br />+15.8 PSF / -17.6 PSF ` W. Li
<br />NOTE,
<br />ALL EXTERI❑R DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2020. ALL C❑NNECTIONS TO BUILDING STRUCTURE
<br />SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE.
<br />4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 5.
<br />2020 FBCR TABLE R301,2
<br />COMPONENTS AND CLADDING - EXP. 'B'
<br />140 ULt - ROOF NET UPLIFT SCHEDULE
<br />MAIN ROOF (NOMINAL)
<br />ROOF
<br />ZONE
<br />EFFECTIVE WIND AREA
<br />DEGREES
<br />10 SQ, FT.
<br />20 SQ. FT.
<br />50 SQ. FT,
<br />100 SQ. FT.
<br />> 20 TO 27
<br />O
<br />+15.8/-28.3 PSF
<br />+13.6/-25.1 PSF
<br />+10.8/-20.8 PSF
<br />+10.0/-17.6 PSF
<br />> 20 TO 27
<br />0 O
<br />+15.8/-39.1 PSF
<br />+13,6/-34.9 PSF
<br />+10,8/-29,4 PSF
<br />+10.0/-25.3 PSF
<br />NOTE,
<br />ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST
<br />UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE,
<br />4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3.
<br />2020 FBCR TABLE R301.2
<br />COMPONENTS AND CLADDING - EXP. 'B'
<br />140 Ult - ROOF NET UPLIFT SCHEDULE
<br />MAIN ROOF (NOMINAL)
<br />ROOF
<br />ZONE
<br />EFFECTIVE WIND AREA
<br />DEGREES
<br />10 SQ, FT,
<br />20 SQ, FT,
<br />50 SQ. FT,
<br />100 SQ. FT.
<br />> 27 TO 45
<br />O
<br />+15.1/-30.1 PSF
<br />+131/-26.7 PSF
<br />+10.5/-22.2 PSF
<br />+10.0/-18.8 PSF
<br />> 27 TO 45
<br />2�
<br />+15.1/-35.9 PSF
<br />+13.1/-29.3 PSF
<br />+10.5/-176 PSF
<br />+10.0/-17.6 PSF
<br />> 27 TO 45
<br />2
<br />+15.1/-45.4 PSF
<br />+13.1/-38.1 PSF
<br />+10.5/-28.4 PSF
<br />+10.0/-21.2 PSF
<br />> 27 TO 45
<br />3
<br />+15.1/-48.4 PSF
<br />+13,1/-36.4 PSF
<br />+10.5/-21.2 PSF
<br />+10.0/-21.2 PSF
<br />503 SF - GARAGE AREA
<br />84 SF - PORCH AREA
<br />2154
<br />SF -
<br />UNDER
<br />ROOF
<br />128
<br />SF
<br />- LANAI
<br />AREA
<br />NOTEi
<br />ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST
<br />UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE.
<br />4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3.
<br />ROOF PITCH 6 ON 12
<br />PROFESSIONAL ENGINEER SEAL
<br />ENGINEER OF RECORD
<br />David W. Smith P.E.
<br />FLORIDA LICBNSB NUMBER: 53608
<br />9909 Wallaston Drive
<br />Dade City, FL 33525
<br />Ph. 813-469-2289
<br />Email: dws fteg ftmalcom
<br />��NA4 11lfi rs
<br />��,' N E L. 7-0
<br />e
<br />,.�•$�� ENSoe
<br />„.° r
<br />No. ?
<br />06 ...
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<br />Plans By:
<br />Larry deMontmollin
<br />90 Country Club Lane
<br />Mulberry, FL 33860
<br />Phone: (863)397-7525
<br />ALL tlVORK SHALL COMPLY WITH PREVAILING
<br />t'�" ES EL0R!0 \ BUILDING CODE,
<br />ICODES -
<br />INA ZONAL ELECTRIC CODE,
<br />AND THE CIT`�' CF ZEPHYI1HILL8
<br />ORDINANCES
<br />REVIEW DATE -
<br />CITY OF ZEPF YRHI
<br />PLAN EXAMINER
<br />DRAWING PAGE INDEX
<br />BE-52-Al -
<br />ENGINEERING
<br />NOTES
<br />BE-52-A2 -
<br />FLOOR PLAN
<br />BE-52-A3 -
<br />ELEVATIONS
<br />BE-52-A4 -
<br />FOUNDATION
<br />PLAN
<br />BE-52-A5
<br />- ROOF PLAN
<br />BE-52-A6 -
<br />ELECTRICAL
<br />PLAN
<br />BF-S1 - WALL SECTON
<br />& DETAILS
<br />BE-S2 -
<br />SECTIONS & DETAILS
<br />BE-S3
<br />-
<br />ROOF
<br />NAILING
<br />&
<br />BRACING
<br />DATE: 02-15-21
<br />DRAWN BY: L.E.D.
<br />REVISION: I DATE:
<br />R01
<br />RO 2
<br />RO 3
<br />RO 4
<br />PROJECT ADDRESS:
<br />38552 . � �ffo'e-
<br />Zephyrhills, Florida 33542
<br />CONTRACTOR:
<br />BUITERFIELD INVESTMENTS, LLC.
<br />HOUSE PLAN
<br />ENGINEERING NOTES
<br />DWG® BF-52-Al REV. 0
<br />
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