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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 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-9.4,
<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 GX6 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 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 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 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 T❑;
<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 PREVENTI❑N CODE (IF APPLICABLE)
<br />2014 NATI❑NAL ELECTRICAL CODE
<br />DATA SUMMARYi
<br />BUILDING USE; 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 D❑❑RS,
<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' D.C. MAX, SPACING WITH SINGLE TOP
<br />AND BOTTOM PLATE W/ 1/2' GYP, DRYWALL EACH SIDE.
<br />M51n�N,fl& MAN CH�CKI 151' MP FI.OVInA PUII VINCACOPS 6TH, �12111ON (2011)
<br />1, S MMW ROOMS HAVE AI7WT W WOW 50 AW I' VITR L.OGA110N POR �SCa & 1,5U (F9C-1T51MNTK IMO) ,
<br />2. OW PAW f0Lf1' ROOM WITH A 29" MINIMUM WAR ACCe%5 ON ft WW 11.00R. (CVC-W5MN11& 1Z502)
<br />3, HAMA OL15 6LA55 LOCAWN5 IN71GA1t17. (FVC-IT5MNfW IZ5 .4)
<br />4. AffIC ACa55 LOCAfW WITH OMNING PIACN510N5, (I`VC-W5MNfI& R801)
<br />5. MOVM I'tz rECAON FROM IWACf IN 4Wa5 POR 120WORK AW API W-05,
<br />(FBC-W51MNTIAI- M001, F13C-WCHANE& 603,15, FDC-FTL 6A5 305.4)
<br />6, 5fAIR CON5ffzUGfION MfAL51WICA1t PROPW fWAP/ RM MA1'ION5W.1441 L L. afVN, HANft/ G *ZVAL
<br />W16W5, AND MAXIMUM OMN PAL 5FACIN6 INIAGAT17, (FDC-W51MNTX 011.1, 02,1)
<br />1. MA506M%5 Af Uf a W WOW5/ 170OR OPeNIN06, INTR%C110N% M CHMNeY/ WOW/ ffC., I'W1C11N6
<br />WOOF TRIM, eXTOOR MCK5/ FO12C1t5/ 5fAR55, WAI,I,/ ROC7 INftMCfI0N5, VI:WM, �fC. (FPC-f3U LPING 107.2.4,
<br />FPC-W51MNTIAI. V03,4)
<br />8, 5MOKE PMCfOR5 W CANON MONOXM 17TCf0R5 (fC-W5MNTK IN4, IN5)
<br />9. pW= M VENTLATION CAI.CUfI0N5, (F0C-IT517cNfI& R606)
<br />10, PUAM MfAL5 POR VMU-ING GAM OITNING AN71' N MM110N FROT 010N, MVAM PKAL5 POR VKU.MG -GWa
<br />FIM 5�FAPA110N. (Ff3C-W51MNf& 002.5, 002.6)
<br />11.1'f'OM LOiCKION OF AU. wQIw av AN *V WAfeWM WtWfAU5, (F0C-e5VN1 X 0". M002)
<br />12. MVM MINIMLIM 15% HGH- FUNCY LZMNG, (FBC- W:WY GON%RVA110N R404)
<br />FBCR 2017 - COMPONENTS
<br />AND CLADDING - EXP, "B"
<br />140
<br />U(t - DESIGN WIND
<br />PRESSURE
<br />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 SO. FT.
<br />500 SQ. FT.
<br />WALL
<br />O
<br />+21,2 PSF / -22,0
<br />PSF
<br />+20.2 PSF /
<br />-22,0 PSF
<br />+19,0 PSF / -20.0 PSF
<br />+18,0
<br />PSF / -19,0 PSF
<br />+15.8 PSF / -17.0 PSF
<br />WALL
<br />O
<br />+21.2 PSF / -28.0
<br />PSF
<br />+20.2 PSF /
<br />-26.0 PSF
<br />+19,0 PSF / -23.0 PSF
<br />+18.0
<br />PSF / -22.0 PSF
<br />+15.8 PSF / -17.0 PSF
<br />NOTE:
<br />ALL EXTERI❑R DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2017, ALL C❑NNECTI❑NS 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 />FLORMA APPROVED PRODUCTS LIST
<br />Parent Approval—
<br />FL15220.6
<br />Manufacturer _
<br />Plastico, Inc.
<br />Category
<br />Exterior Doors
<br />Subcategory App/Seq #
<br />Swinging Ext. Door
<br />Product Model # or Name
<br />Opaque Fiberglass Door
<br />Model Description
<br />Entry Door
<br />FL15220.5
<br />Plastico, Inc.
<br />Exterior Doors
<br />Swinging Ext. Door Assemblies
<br />Opaque Fiberglass Door
<br />Glazed Fiberglass Door
<br />FL15279-R5
<br />Clopay Building Products Company
<br />Exterior Doors
<br />Sectional Ext. Door Assemblies
<br />Single -Hung
<br />Aluminum
<br />FL14911-R8
<br />Silverline Bldg. Products
<br />Windows
<br />FL14911-R9
<br />Silverline Bldg. Products
<br />Windows
<br />Single -Hung
<br />Aluminum
<br />FL6067-R7
<br />Silvline Bldg. Products
<br />�TarZ
<br />Windows
<br />Mullion
<br />Underlayments
<br />_
<br />Aluminum
<br />FL16626-1-R3
<br />Building Products
<br />Roofing
<br />TW Underlayment
<br />Tamko Building Products_
<br />_
<br />Roofing
<br />Fiberglass Reinforced
<br />FL16305.1-R3
<br />Asphalt Shingles
<br />FL15272 �Alside
<br />�,
<br />Panel Walls
<br />Soffits
<br />Aluminum
<br />FL11470.2
<br />Simpson Strong -Tie Co.
<br />_Structural Components
<br />Truss Anchors _
<br />H16-2
<br />Embedded Truss Anchor
<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 />FL10456.2 R4
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />H2,5
<br />FL10456.10-R4
<br />Simpson Strong -Tie Co.
<br />Simpson Strong -Tie Co.
<br />Structural Components
<br />Structural Components
<br />Wood Connectors Anchors
<br />Wood Connectors Anchors
<br />SP1
<br />SP2
<br />FL10456.10-R4
<br />FLl 1473-R2
<br />i Simpson Strong -Tie Co.
<br />Structural Components
<br />Wood Connectors Anchors
<br />LSTA12
<br />Strap Ties
<br />NOTE M-5k, FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.
<br />DESIGN ❑PENING PRESSURES
<br />ENCLOSED BUILDING EXPOSURE 'B'
<br />TAG
<br />D❑❑R/WIND❑W
<br />LISTED
<br />ZONE
<br />PRESSURE
<br />N❑MINAL SIZE
<br />A
<br />3068 DR.
<br />4
<br />20.2
<br />22
<br />B
<br />9070 ❑HD
<br />4
<br />18.5
<br />20.9
<br />C
<br />37x63
<br />25 SH
<br />4
<br />21.2
<br />22
<br />D
<br />37 x 50 5/8
<br />24 SH
<br />4
<br />21.2
<br />22
<br />E
<br />37x38
<br />23 SH
<br />4
<br />21.2
<br />22
<br />F
<br />73 x 50 5/8
<br />2-24 SH
<br />4
<br />21.2
<br />22
<br />G
<br />73 x 50 5/8
<br />2-24 SH
<br />5
<br />20.2
<br />26
<br />H
<br />J
<br />REQUIRED ATTIC VENTILATION
<br />AREA OF ATTIC
<br />3972
<br />NET FREE VENTILATION AREA REQ'D.
<br />1/300
<br />REQ'D. VENTILATION ATTIC
<br />3972/300
<br />13.24
<br />VENTILATION AREA x SQ. INCHES PER FOOT (144)
<br />1906.56
<br />MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC
<br />853.28
<br />OFF RIDGE VENTILATION AREA 115
<br />SQ. INCH PER VENT
<br />853.28/115
<br />TOTAL # OF VENTS REQUIRED
<br />8.289
<br />TOTAL # OF VENTS PROVIDED
<br />9
<br />SOFFIT VENTILATION AREA 11.736
<br />SQ, INCH PER PER L.F.
<br />853.28/11.736
<br />TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED
<br />72.706
<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 />WB-10
<br />-
<br />ENGINEERING NOTES
<br />WB-11
<br />-
<br />FLOOR PLAN
<br />WB-12
<br />-
<br />ELEVATIONS
<br />WB-13
<br />-
<br />FOUNDATION PLAN
<br />WB-14
<br />-
<br />ELECTRICAL PLAN
<br />WB-15
<br />-
<br />ROOF PLAN
<br />W13-S1
<br />-
<br />WALL SECTION & DETAILS
<br />WB-S2
<br />- DETAILS
<br />WB-S3
<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 />���ti�1ii!i t9I
<br />ate:. ! •. � s,�
<br />tp
<br />69
<br />EN G
<br />ff �p/ f� • �
<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: L.E.D.
<br />REVISION: I DATE:
<br />R-1
<br />R- 2
<br />R- 3
<br />R- 4
<br />PROJECT ADDRESS:
<br />BUITERFIELD INVESTMENTS, INC.
<br />COURT ST.
<br />ZEPHYRHILLS, FL. 33542
<br />CONTRACTOR:
<br />Jost Bair
<br />TRI-PLEX PLAN
<br />ENGINEERING NOTES
<br />DWG. WB=10 REV. 0
<br />
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