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<br />STRUCTURAL DESIGN CRITERIA
<br />Areas: Live Loads: Dead Loads:
<br />Dwelling Floors: 40 PSF 10 PSF
<br />Balconies: PSF
<br />B es 60 5 10 PSF
<br />Guardrails / Handrails: 200 PSF 10 P5F
<br />Baluster: 50 PSF 10 P5F
<br />Shingle Rook. 20 PSF 10 PSF
<br />Sulft-up Flat Rook. 20 PSF 10 PSF
<br />Tile Roof: 25 PSF 15 PSF
<br />GENERAL NOTES:
<br />1. All uuork shell Conform u4th the latest adopted sell of the Florida Building Code,
<br />Mechanical Code PlumbingCode The NationalElectrical cod all II I
<br />e end epp cab a Codes and ''11
<br />regulations, local, city, state, federal, safety board of fire unden4Hters and flm department
<br />2. Workmanship shall be game! to the beat trade pradices.
<br />3. NI Installations of manufacture's specifications shall be In exact compliance uAth I
<br />manufectuW3 printed Instructions.
<br />4. contractor and I or auger shall verily all existing conditions and dimensions before AN
<br />phase of Constuction Is to commence.
<br />S. contractor and / or auger shall wordlnste all "rk betueen site, building electrical,
<br />mechanical and plumbing before each phase of Construction begins.
<br />6. DO NOT SCALE PLANS
<br />HAZARDOUS LOCATIONS
<br />2406.4 Hazardous Lo.W... The fdlWng ehNI be conslured apCdflc hrardous locations for the
<br />purposes of glaring:
<br />1. blaring In Wnglhg doom excoptjaousles (gee Section 2406.4.11.
<br />2. blazing In Bred sliding parole of sliding door assemblles and panel. In sliding and 1,14.1d
<br />doaet door aseemblbs.
<br />3. Glazing In storm doom.
<br />4. Glazing In NI unframed avinging doom.
<br />S. blaring In doors and endosuma for hot tuba, LUnhipoole, saunas, steam rooms, bdhwbs and shouers.
<br />Glaring In any pan of a building use endoare these comp mr-rds, ahem the bottom exposed edge of
<br />Me glering I. Isss then 60Inches ( 1524mm )above such standing aulfia a.
<br />6. Glaring In an IMMdual good or operable panel adjacent 0 a dooru4lert Ma nearest
<br />vertical edge Is uAmin a 24-loon ( 610 mm ) arc of eaher vertical edge !the door In a dosed
<br />position and uMem the bottom edge a the glazing Is less then 60 inches (1524mm) above the
<br />ualking suneee.
<br />CONNECTION SCHEDULE
<br />Manufacturer
<br />Model No.
<br />FL Product Approval
<br />Location / Use
<br />Name
<br />SIMPSON
<br />"META-20"
<br />a11413.3
<br />AT ALL TRUSS/ MASONTY WALL CONNECTIONS
<br />SIMPSON
<br />"MT5-17
<br />a10456.8
<br />AT ALL RAFTER FRAMEHALL CONNECTIONS
<br />SIMPSON
<br />'LSTIM'
<br />a 10652.6
<br />EMBEDDED IN BLOCK CELL MORTA
<br />TO STRAP DOWN P.T. WOOD BEAMS
<br />ON TOP OF CONC. BLOCK COLUMNS
<br />SIMP50N
<br />"H10"
<br />a 10456.3
<br />AT ALL WALL PLATES/RAFTERS
<br />SIMPSON
<br />"ECC66"
<br />a10660.3
<br />CAP LUMBER BEAM CORNERS ON P.T. POST
<br />SIMPSON
<br />'ECCLR'
<br />a 13904.3
<br />CAP LUMBER BEAM CORNERS ON F.T. POST
<br />SIMPSON
<br />"A25" Ar,gle
<br />a 10446.1
<br />ANCHOR P.T. HOOP POSTS ON TOP FLYWOOP FLOOR
<br />51MP50H
<br />5P7
<br />a 10456.11
<br />0 TOP PLATES
<br />SIMPSON
<br />"Sri,
<br />a 10456.11
<br />® BOTTOM PLATE
<br />SIMP50N
<br />•ABA66°
<br />a 10bb0.2
<br />ANCHOR P.T. POSTS ON TOP OF NEW
<br />CONCRETE FOOTER SLAB.
<br />USE 1bd Nalls W/ "HH4' TO ATTACH
<br />SIMPSON
<br />"HH4"
<br />a 10446.9
<br />FLOOR BEAM TO P.T. WOOD POST
<br />SIMPSON
<br />•HGU548"
<br />USE 16d Nails W/ "HGU548" TO
<br />a 10655.4
<br />ATTACH FLOOR BEAM TO FRAME
<br />WALL BASE BOARD
<br />"HU528"
<br />HEAVY DUTY JOIST HANGER -AT ALL
<br />SIMPSON
<br />a 10655.24
<br />PERPENDICULAR CONTACTS TO SECURE
<br />FLOOR JOISTS TO WALL LEDGER BOARD
<br />SIMPSON
<br />"MBHA3.56/9.25"
<br />a 13904.5
<br />AT BEAMIBLOCKNIALL CONNECTION
<br />Note:
<br />1. Any products that arc substituted, must meet or exceed products specified. Contractor
<br />"must" provide data to building Inspector at time of Inspection.
<br />STRUCTURAL NOTE5:
<br />1. CODES:
<br />1.1 Cument edition of The Florida Building code Residential 2020 Tth Edition.
<br />1.2 Building code requirements for reinforced concrete (ACI 315.06).
<br />1.3 American Society of Civil Engineers minimum design loads for buildings and
<br />other structures (ASCE 1.10).
<br />2. SOILS:
<br />2.1 Assumed dlourble soil pressure 1,500 PSI.
<br />3. CONCRETE:
<br />10
<br />20
<br />50
<br />100
<br />Zone
<br />1
<br />19.52 -30.4
<br />17.76 -28.9
<br />16 -28.8
<br />16 -27.2
<br />2
<br />19,52 -52.9
<br />17.76 -49.6
<br />16 -43.2
<br />16 -38A
<br />3
<br />19 52 -78A
<br />17.76 -73.6
<br />16 -67.2
<br />16 -62.4
<br />4
<br />29.5 -31.9
<br />28.2 -30.6
<br />26.5 -28.9
<br />25.1 -27.6
<br />5
<br />2S.5 -393
<br />28.2 -36.7
<br />26.5 -33.2
<br />25.1 -30.6
<br />ZONE 1 • ROOF INTERIOR
<br />ZONE 4 • WALL INTERIOR
<br />3.1 concrete compressive strength at 28 days: 3,000 PSI (Normal uuelght).
<br />ZONE 2 • ROOF EDGE STRIP
<br />ZONE 5 • WALL CORNER
<br />3.2 Reinforcing bore: ASTM A615 (Grade 60). j
<br />ZONE 3 • ROOF CORNER
<br />3.3 irulded uAre fabric (A NF): ASTM Al85.
<br />BUILDING DIMENSIONS
<br />5.4 Detail minforcemem In accordance u4th ACI 515.
<br />ROOF SHEATHING FASTENING SCHEDULE
<br />3.5 Concrete coverage of reinforcement: Footings 3; bottom and aides.
<br />STD,
<br />so RING -SHANK NAILS AT 6" O.G.
<br />DIM
<br />9.6 Earth supported slabs: (Including exterior walk and drivauay slabs) 3
<br />AROUND
<br />AR
<br />ATEDGES AN0
<br />YS' thick, reinforced uAth b x b - 10 x 10 W WF at mid depth of slab.
<br />PERIMETER
<br />INTERMEDNTE SUPPORTS.
<br />6fea
<br />FlbeM1meah they be used In Ilea of W WF at Contractors option.
<br />ad NAILS AT 6" O.G. AT ED69S AND
<br />b
<br />21 feet, 91n0es
<br />' 3.1 Concrete operators !hall complyuAth ACI standards.
<br />INTERIORith
<br />INTERMEDIATE SUPPORTS.
<br />3.B Lap spll- shall be as follows: a5 bar 25'; a4 bar 20' and a3 bar 15".
<br />c
<br />4abpe
<br />d
<br />slue
<br />4. MASONRY:
<br />4 feet
<br />4.1 Design and Construction shall Conform to the specification of the
<br />j
<br />h
<br />20 fee, o Inches
<br />National Concrete Masonry Assodabon and ACI 530.
<br />s
<br />u:4 a ova
<br />42 Minimum masonry unit strength: fm 1,900 P51.
<br />4.3 Mortar shall be type 5 or M .
<br />4.4 MI block calls and cavities below grade shall be filled uAth concrete
<br />when stem wall Is greater than 24'ta11 above grade.
<br />5. WOOD:
<br />5.1 Wood structural framing members: a2 5outhem Yellou Pine (unless noted
<br />' othenWse) with en sllaunble bending stress (Po) per ND5-91 • 1,250 P51
<br />and s modulus of eiastidty • 1.600,000 PSI.
<br />5.2 NI exposed urood or wood in contact uAth earth or concrete to be pressure
<br />treated.
<br />5.3 Roof sheabling: 1/7 6-0 gmde plywood (or 15/37 OSB) under 30a
<br />Felt under 240a fiberglass shingles.
<br />5.4 Untreated wood shall nor be In direct Contract with concrete. Seat
<br />plates shall be provided at bearing locations uAthout "Olson top plates.
<br />,. P.KawhegBerc .k �ening a, a ,ore pem.no tba a be,�,enae„e , ,gl.dng Residential Termite Protection Window and Door Schedule
<br />2. Where access through the door l. loa duct or storage mac 3 feet (414 rum) or less In depth.
<br />blazing In this applicalon shall comply u41n Section 2406.4, Item 1.
<br />' R 516.1 Termite Protection. Termite protection ahall be provided by registered tennRlddes, Including soil
<br />3. Glazing In u 113 perpendicular 0 the plan of the door in a dosed position, other than the well
<br />applied pesticides, balling Systems and pesticides applied to wood, or other approved methods of termite
<br />loused, uhitrh the door aWrgs wren opened, In one and Wo filmy aue8ings or marlin dueNlng unb
<br />protection labeled for use Be a preventative treatment to new wnstnuctlon. See Section 202. Registered
<br />In Group R-2.
<br />termiticide. Upon completion of the eppllcadon of the termite protective treatment, a Certificate of
<br />1. Glaring In an Individual Pond or operable panel, other than those Iocattuns described In
<br />Compliance shell be Issued to the bullding department by the licensed pest control company that Contains
<br />pmzadktg Items 5 and 6, which meets an a the faiauing conditions:
<br />the fallowing statement: "The building hoe received a Complete treatment for the prevention of
<br />subterranean termkes. Treatment Is In accordance udh rules and leus established by the Florida
<br />1.1. Exposed are• of an Indvidual pane greNer than q Co. R. ( O.B4 m2 );
<br />Departmentof Agriculture and Consumer Services."
<br />7.2. Exposed bottom edge less bran 18 Inches (451 mm) above the Boor,
<br />1.3. E_V= lop edge than 36 Inches (914 mm) above the floor,
<br />R 31 b.1.1 If Boll treatment Is used for subterranean termite prevention, the Initial chemlcal soil treatment '
<br />greater and
<br />1.4. One or more u,Nkln au F- W Wthln 36Inches (914 rum)
<br />g
<br />Inside the foundation perimeter shall be done after all excavation, backfllling and compaction is
<br />Complete.
<br />hori:om.lyathe plane ante glaring.
<br />brrapuons: Sefey glazing a Bems 1 Is rout roqulred for the follming Instanatlona:
<br />R 31 B.1.2 If sol) treatment Is used for subterranean termite prevention, Coll area disturbed after Initial li
<br />chemical 5oll treatment shell be retreated uAth a chemical soil treatment, including spaces boxed or
<br />1. A protective bar 1 1/2 Inches (36 rum) or more In height capable of Wthstanding a horizontal
<br />formed.
<br />IOW of 50 pa (730 Wm) uahout contacting the glass Is Installed on the accessible sides a
<br />Me glazing 34 Inches
<br />(864 rum lo%5 mm)abwe the Boor.
<br />2. The outboard pone In In WhIl glass unb or m.Wple glaring umerc the bottom -posed edge of
<br />the glass is 25 Poet (1620 mm) or more above ary grade, roof, melons surface or other horizaraal
<br />or eloped (uAtfhln 45 degrees (0.78 red) of horizontal) suNece adjacent 0 the glass warrior.
<br />j B. Glaring In guards end railings, including sbudural bauater panel. and hmotrucluml
<br />"I panels, regardless of - or height stave a uWkbhg surisce.
<br />9. Glaring In walls and fences enclosing Indoor and outdoor Wmming pools, hot Wba and apes
<br />uAhem al or the follcu nq conditions arerese
<br />pnt:
<br />9.1. The bottom edge of the glaring on the pool or cps aide Is lees then
<br />60 McJ1es ( 1524 rum )above the uWkh9 aA.. on the pool or spa else of the gl.ing; and
<br />4.2. The glazing Is WNIn 60 Inches ( 1524 rum) horizantatiy I the uatds edge of a Wmming
<br />pool or spa.
<br />10. Glaring Wj•cent to st bua s. landings and romps uAbhln 56 Inches ( q14
<br />rum ) horizonaly of a mmaking surface; When the exposed surface of the glass Is less than 60
<br />Inches ( 1924 rum) stove the plane a the Cascara uglklrg eUK-.
<br />11. GIdn9 adjacent to stainmys uehln 60 Inches (1324 mm ) horizontally or the bottom tread
<br />a e stag-y In any dbedbn Wth ten the exposed surface of the glass Is rose an 601nches ( 1524
<br />rum ) above the nose of the tread.
<br />Excopdorhs: Belay glazing for Item 10 or 11 Is not red Wred for the follW ng Inslelletlona
<br />where:
<br />1. The aide of a stall uy, lading or rump uAlch has a guard or hendrall, Induding balusters or
<br />"I panels, compk/ng mean the PmAsI ns a Sector,
<br />1013 and 1601.1 and
<br />2. The plane a the glass Is grouter than 15 Inches (451 rum) from railings.
<br />2406.4.1 Exceptions. The foNaWng products, materials and uses shall nor u considered specific
<br />hazardous locations
<br />1 Owings In doom through Wsoh a 31ncJh (16 rum) sphem la unable 0 pass.
<br />2 D contive glass In Section 2406.4, Item 1, 6 or 1.
<br />j 3. 61,Wng mderial. mud Be curved glazed panels In h vmIng doom.
<br />4. C,*_Cda mWgaded ca ineb glazed doom.
<br />5. Gloss block panels compt mg MM Section 2101.2.5.
<br />6. Louvered uAndcua and jeioueles complythq With the %qulrementi of
<br />5e4an 2403.5.
<br />1. Mkrom and other glass panels mounted or hung on a surface tut provides a coranuous backing
<br />support.
<br />2406.5 Fire upartrnera access panel.. Fire depMment glass eccoss pantie shall be tempered glees.
<br />ForInsularig glass unb, al pen. shall W tempered glass.
<br />Number
<br />Type
<br />Size
<br />Notes
<br />Door or Window
<br />Florida P
<br />Manufacture Name
<br />Approves Number
<br />9
<br />Single Hung Wlndau
<br />3646
<br />"no-
<br />51LVERLINE
<br />FL14911.5-R12
<br />7/23/2031
<br />1
<br />Exterior Door
<br />3068
<br />Door
<br />PGT
<br />FL 253.E R-22
<br />1/23/2024
<br />Note:
<br />1. Contractor "MUST coordinate and consut with uAndau and door manufacture for exact rough
<br />opening size before any Installation or Construction begins. All wlndaLw and doom that are
<br />numbered, or either a new Install or changeout.
<br />2. Amy products that are substituted, must meet or exceed products specified. Contractor "must'
<br />provide data to building Inspector at time of Inspection.
<br />3. All wlndaun arc called out In Inches x Inches and doom are called out in ft-In x ft-in.
<br />roduct ExplretlonDate
<br />1ptememean termite
<br />In
<br />R r formed
<br />d for t treatment
<br />ant Installation
<br />ti placed forms sufficient ri deg or to y other purpose
<br />nude floors boxed out-
<br />. or formed for the subsequent Insallation a plumbingtra a, drelna or an other u ose shell be created
<br />by g P permanently P p any planned soll
<br />disturbance after Initial chemical Coll treatment.
<br />R 31 B.1.4 If soil treatment Is used for subtemneen termite prevention, chemically treated Coll shall be
<br />protected with a minimum 6 mll vapor retarder to protect against rainfall dilution. If rainfall occurs
<br />before vapor retarder placement, retreatment Is required. Any work, Inducting placement of reinforcing
<br />steel, done after chemical treatment until the Concrete floor Is poured, shall be done In such manner as
<br />to avold penetrating or disturbing treated Coll.
<br />R 318.1.5 If soil treatment IC used for subterranean termite prevention, concrete overpour or mortar j
<br />accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil
<br />treatment, to enhance vertical penetration of the chemicals.
<br />R 318.1.6 If soli treatment is used for subterrnean termite prevention, chemical soil treatments shall also
<br />be applied under all exterior concrete or grade UAMIn 1 foot (505 mm) of the primary structure sldelualis.
<br />j Also, a vertical chemical banter shall be applied promptly after wnstrudlon Is completed, Inducing
<br />initial landscaping and In igatlon/sprinkler Installation. Amy soil disturbed after the chemical vertical
<br />bander Is applied shall be promptly retreated.
<br />R 318.1.7 If a rcglstered temPocide formulated and registered as a balt ayatem Is used for subtemnean
<br />tennis prevention, Sections 1816.1. ithrough 1616.1.6 do not apply; hauever, a signed Contract assuring
<br />the Installation, maintenance and monitoring of the baking system for a minimum of 5 years from the
<br />Issue of the Certificate of Occupancy shall be provided to the building offldd prior to the pouring of the
<br />Nab, and the system must be Installed prior to Anal building approved. If the balling system directions
<br />for use require a monitoring phase prior to installation of the pesticide active Ingredient, the Installation
<br />of the monitoring phase Components shall be deemed to constitute installation of the system.
<br />R 316.1.b If a registered termklcide formulated and reglstered as a wood treatment Is used for j
<br />subterranean termite prevention. Sections 1616 1 1 through 1B16.1 6 do not apply. Appllcatlon of the
<br />wood treatment termltidde shall be Be required by labai directions for use, and must be completed prior
<br />W final building approval. Changes In framing or additions to framing In areas of the structure requiring
<br />treatment that occur after the Initial u/ood treatment must be treated prior to final building approval.
<br />R 318.2 Pentmilm. Protective sleeves around piping penetrating Concrete slab on grade floors shall not
<br />Lie a cellulox comming materials. If soil treatment Is used for subterranean termite protection, the sleeve
<br />shall have a maximum wall thickness of 0.010 Inch (0.254 mm), and be sealed UAW the slab wiing a
<br />no oomasive damping device to eliminate the annular space between the pipe and the sleeve.
<br />No
<br />ficides
<br />l be applied Inside
<br />e sleave.
<br />SOIL 51TO BE COIMPACTED TO 95%hMODI MODIFIED PROCTOR A5 DEFINED BY ASTM D 1551- 91.
<br />DESIGN WIND CRITERIA
<br />(FBC 2020 7th ED.)
<br />WIND SPEED M:
<br />140 MPH
<br />G CWSIFICATIOND
<br />IMPORTANCE
<br />r
<br />10
<br />FACTOR(B:
<br />ND E%F09URE:RNAL
<br />PRESSURE
<br />COEFFICIENT(GGN)
<br />DESIGN WIND PRESSURE FOR
<br />EXTERIOR COMPONENT It CLADDING
<br />MATERIALS:
<br />TABb - 35 A5CE 1-10
<br />DOORS
<br />41.13 PSF
<br />WINDOWS
<br />4`1 5F5F
<br />NOTE: THIS BUILDING HA5 SEEN DE516NED TO RESIST
<br />"Noll OUGEO SHEAR AMP UPLIFT FORGES, AS
<br />SPECIFIED TO COMPLY WITH THE FLORIDA BUILDING
<br />CODE, 2020 RESIDENTIAL 1th EDITION, SECTION R
<br />WI IJ1) WITH A 3 SECOND WIND GUST
<br />e;. r L
<br />v
<br />T a
<br />*FS
<br />HIP ROOFS
<br />104 4 0 & 301
<br />For S1: 1 foot. = 304.3 mm„ 1 degree = 0.0175 red_
<br />Rote: a = 4 fees In all cases.:
<br />FIGURE R301.2(7)
<br />COMPONENTANDl LAD WNG PRESSURE ZONES
<br />Y
<br />to
<br />LU
<br />O
<br />z
<br />I�
<br />.rat pow e,xm cal
<br />\\\\1tA
<br />/�
<br />o �i,
<br />\� LICENSE
<br />r m.
<br />Ram Goer N
<br />STATE OF
<br />i FLORIDA ��
<br />\
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED
<br />AND SUPERVISED THE ATTACHED DESIGN
<br />AND FOUND IT TO BE IN COMPLIANCE WITH
<br />/II �1\\`\
<br />THE 2020 F.B.C. RESIDENTIAL TTH EDITION
<br />Cola item has been signed and
<br />lslaltronicallyDigs
<br />xaled by Ram Goel using a Digital
<br />Signature and date. Printed copies a thia
<br />document arc not considered signed and
<br />sealed and signature must be verified on any
<br />DR. RAM A. GOEL, P.E. a47431
<br />CONEY' FM LLR, CA a
<br />pies
<br />electronic Copies
<br />GORY LAKE PROFESSIONAL CENTER
<br />10K
<br />10329 CRO55 CREEK BLVD., SUITE P
<br />TAMPA, FL 33641 Ph: 613-2931868
<br />
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