HomeMy WebLinkAboutBuilding PlansNOTE: Entries to this Plan Review Record that require a field check or inspection of the installation must be coordinated with the inspection phase (R109) of the project.
BUILDING PLANNING (Chapter 3)
n DESIGN CRITERIA [Table R301.2011 OP /NA P d
tZ9_ 4 Floor live load (Table R301.5) ON PLANS psf Y
OWRoof live load (Table R301.6) ON PLANS psf�L/ OP/NA
OP/NA
Ground snow load NA n
sf
arapets an construction
(R302.2.2, R302.2.3)
Two-family dwelling separation (R302.3)
Dwelling unit penetrations (R302.4)
Dwelling/garage opening/penetration protec-
tion (R302.5)
ON
Wind exposure category (R301.2.1.4) ✓ ON PLANE Dwelling/garage fire separation (R302.6)
n High wind design criteria applicable INSPEC Under -stair protection R302.7
/,._p`o'.�v\ (R301.2.1.1) ON PLANS . P ( )
ON PLANS
Seismic design category (SDC) Wall and ceiling finishes (R302.9)
(Figure R301.2(2)) NA
SDC C&D provisions (R301.2.2) NA
Weathering ON PLANS
Frost line depth NA
ON PLANS
Ultimate design wind speed mph OP/NA
ON PLANE Flame spread index (R302.9.1) V
ON PLANS Smoke -developed index (R302.9.2)
INSPEC Testing (R302.9.3, R302.9.4)
Termite area ON PLANS - VERY HEAVY V OP/ECALCInsulation (R302.10) /
Decay area N/A ON PLANE Flame spread/smoke-developed V
Winter design temperature ENERGY CALCS (R302.10.1, R302.10.2) ,
Ice barrier underlayment required NA INSPEC Cellulose loose -fill and exposed attic
Flood hazards ON PLANS V insulation (R302.10.3, R302.10.4)
FIRE-RESISTANT CONSTRUCTION (13302)
INSPEC Exterior walls
(R302.1, Tables R302.1(1) and R302.1(2)J
OP / NA Townhouse separation (R302.2)
OP / NA Continuity and structural independence
(R302.2.1, R302.2.4)
ROOM PLANNING REQUIREMENTS (R303 throuah R305)
INSPEC Testing (R302.10.5)
ON PLAN Fireblocking (R302.11) 7,
ON PLANE Draftstopping (R302.12)
ON PLANE Fire protection of floors (R302.13)
ON PLANE Combustible insulation clearance (R302.14)
Use
Area (W)
Width
Ceiling heights
Natural light`
Natural ventilation"
Living
70
T-0"
T0"
8% floor area
4% floor area
Dining
70
T-0"
7'-0"
8% floor area
4% floor area
itchen
N.A.
N.A.
T0"
8% floor area
4% floor area
edroom
athroom
70
N.A.
7'-0"
N. -
71-0"
61-8"
8% floor area
3 square feet
4% floor area
1 V, square feet
See Sections R303.1 & R303.3 for mechanical ventilation and artificial light and R303.4 for required whole -house mechanical ventilation.
t 6'-8" min. at plumbing fixtures and for non -habitable basements.
ON PLANERequired heating (R303.9)✓ GLAZING (13308)
SANITATION (R306 and R307)
ON PLANEWater closet
1 Lavatory V t/
I Tub or shower
I Kitchen area with sink f
I Sanitary sewer (Chapter 30) J
V Private disposal (Appendix !)
INSPECTC Identification (R308.1)
INSPEC Louvered windows or jalousies (R308.2)
INSPEC Human impact loads/hazardous locations
(R308.3, R308.4)
NOA/PA Skylights and sloped glazing (R308.6)
-3-
BUILDING PLANNING (cont'd.)
GARAGES AND CARPORTS (R309)
ON PLANEFloor surface noncombustible; sloped floor v
(R309.1)
ON PLAN Carport: open two sides; noncombustibleWx
floors; sloped floor (R309.2)
INSPEC Automatic garage door opener (R309.4)
OP/NA Fire sprinklers (R309.5)
EMERGENCY ESCAPE AND RESCUE OPENINGS
(R310)
ON PLANE
Where required (R310..1)
ON PLANEAreas, height, width, operations (R310)
OP/NA Window wells (R310.2.3)
ON PLANEUnder decks and porches (R310.2.4) IV[/) -
ON PLANEBars, grilles, covers and screens (R310.4) n/��
MEANS OF EGRESS (R311)
ON PLANEGeneral (R311.1)
ON PLANEEgress door (R311..2) k/
INSPEC Landings at exterior doors
(R311.3 - R311.3.3) /
ON PLANEVertical egress (R311.4) N
ON PLANEConstruction and attactnent (R311.5)
ON PLANEHallways (R311.6)
ON PLANES
tairway width, headroom, .vertical' rise, walk -
line (R311.7.1. - R311.7.4)
ON PLAN -Stairway treads, risers profiles jx/
(R311.7.5 - R311.7.5.4)
INSPEC Stairway landings and walking surfaces
(R311.7.6, R311.7.7)
ON PLANEHandrails required (R311.7.8) 61
ON PLAN Handrail height, continuity, grip -size /✓��
(R311.7.8.1 - R311.7.8.4)
ON PLAN Stairway illumination (R303.7, R311.7.9)/ 1(4
ON PLAN -Special stairways (R311.7.10) t1f P"
INSPEC Ramp slope, landings, handrails (R311.8)
GUARDS AND WINDOW PROTECTION (R312)
ON PLANERequired for open -sided surfaces, stairs, 'JAI
ramps and landings > 30" above floor/
grade (R312.1.1)
ON PLANEHeight - 36" (R312.1.2) N
ON PLANEOpening limitations (R312.1.3) N`
ON -PLAN-Window fall protection (R312.2) G�y,, ��i°
AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
OP/NA Townhouses (R313.1)
OP/NA One- and two-family dwellings (R313.2)
SMOKE ALARMS (R314)
INSPEC Referenced standards (R314.1)
ON PLANE Location and interconnection
(R314.3, R314.4)
ON PLANE Power source (R314.6) . V11,
CARBON MONOXIDE ALARMS (R315)
ON PLAN..
`New construction (R315.1, R315.2)
ON PLANE Existing construction (R315.2.2)
INSPEC Referenced standard (R315.6)
FOAM PLASTIC (R302.8, R316)
INSPEC Labeling (R316.2)
ON PLANE Surface burning, thermal barrier, specify
approval (R316.3 - R316.8)
DECAY AND TERMITE PROTECTION (11317 and R318)
ON PLANE Protection required
(Table R301.2(1), R317.1, R318.1)
INSPEC Quality mark (R317.2 and R318.1.1) .�--
SITE ADDRESS (R319)
INSPEC Address numbers (R319.1)
ACCESSIBILITY (R320)
INSPEC Type B dwelling units applicable (R320.1)
ELEVATORS/PLATFORM LIFTS (13321)
ON PLANE Referenced'standards (R321.1 - R321.3)
FLOOD -RESISTANT CONSTRUCTION (R322)
ON PLANE General (R322.1�,/
ON PLANE Hazard area and requirements '
(R301.2.4, R309.3, R322.2, R32Z3)
ON PLANE Design professional (R322.3.6)
STORM SHELTERS (R323)
ON PLANE General/referenced standard (R323.1)
SOLAR ENERGY SYSTEMS (R324)
ON PLAN System, installation, access
(R324.2 - R324.7)
MEZZANINES (13325)
ON PLAN Area, egress, openness (R325.2 - R325.5)
SWIMMING POOLS, SPAS AND HOT TUBS (13326)
N/A ISPSC (R326.1)
-4-
FOUNDATIONS (Chapter 4)
MATERIALS (R402)
OP / NA Wood foundations (R402.1)
ON PLAN Concrete, compressive strength V
(R402.2, R402.3)
FOOTINGS (R403)
ON PLAN Soil bearing value (R401.4, R403.1) T/
ON PLAN Footing width �//
(Tables R403.1(1) - R403.1(3)]
ON PLAN Footing edge thickness; footing projection
2" minimum, but:_.footing thickness
(R403.1.1)
NA Footings in SDC and D
(R403.1.2 and R403.1.6.1)
ON PLAN Depth below (outside) grade = 12" minimum; V
but below frost line (R403.1.4, R403.1.4.1)
ON PLAN Sill plate bolting in concrete/masonry ='/2" di—y
ameter bolts, within 12" but.not less than 7
bolt diameters from ends, 7" embedment
(R403.1.6)
INSPEC Footings adjacent to slopes (R403.1.7)
NA Frost -protected shallow foundations (R403.3)
ON PLAN Footings for precast concrete foundations
(R403.4)
FOUNDATION/RETAINING WALLS (13404 - R406)Vle,
ON PLAN Masonry foundation walls (R404.1.2)
ON PLAN Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.1(1) -
R404.1.1(4), R404.1.5.1] N(m,
ON PLAN Reinforcement size and spacing
(Tables R404.1.1(2) = R404.1.1(4)]
ON PLAN Concrete foundation walls (R404.1.3)
ON PLAN Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.2(1) -
R404.1.2(8), R404..1.5.21
ON PLAN Horizontal and vertical reinforcement size and
spacing (Tables R404.1.2(1) -
R404.1.2(8), R404.1.3.2, R404.1.3.3.7]
ON, PLAN Stay -in -place forms (R404.1.3.3.6.1)
NA SDC D provisions (R404.1.4)
ON PLAN Height above finished grade (R404.1.6) V
ON PLAN Sill plate size (R404.3) t/
ON PLAN Precast concrete foundation walls (R404.5) P/k
ON PLAN Drains required if habitable or usable spaces
are below grade` (R405) <Vk
NA - Soil class (Table R405.1)
ON PLAN Dampproofing if basements are below grade,14
(R406.1)
ON PLAN Waterproofing if high water table` (R406.2)(t�
If uninhabitable, see Under -Floor Space (R408)
COLUMNS (R407)
OP / NA Protection from decay or corrosion
(R407.1 and R407.2)
ON PLAN Structural requirements (R407.3)
ON PLAN Anchorage (R407.3) V
ON PLAN Wood columns (minimum 4" square) (R407.3) �I
ON PLAN Steel columns, (minimum 3" diameter, Sched-
ule 40 pipe) (R407.3)
UNDER -FLOOR SPACE (R408) (L/'/A
OP / NA
Ventilation (R408.1 and R408.2)
OP / NA
Unvented crawl space (R408.3)
OP / NA
Access (R408.4)
INSPEC
Removal of debris (R408.5)
OP / NA
Finished grade (R408.6)
OP / NA
Flood resistance,(R408.7)
-5-
FLOORS (Chapter 5)
WOOD JOISTS AND GIRDERS (R502) TREATED -WOOD FLOORS (ON GROUND) (R504)
OP/NA. Species and grade R502.1 N/A „ 9
p g ( ) Base course: 4 thick with maximum /4
OP / NA Joists —Sleeping areas, LL = 30 psf gravel or'/2" crushed stone (R504.2.1)
[Table R502.3.1(1)] N/A Moisture barrier: placed over base course
OP / NA Joists—Nonsleeping areas, LL = 40 psf (R504.2.2)
[Table R502.3.1(2)] N/A Materials (R504.3)
OP / NA Cantilevered joists
1 STEEL FLOOR FRAMING (R505)
[Tables R502.3.3(1) and R502.3.3(2)J N/A
OP / NA Cold -formed steel; applicability limits; -
Girder and header spans in -line framing (R505.1)
[Tables R602.7(1) - R602.7(3)] N/A
OP / NA Structural framing (R505.2)
Joists under bearing partitions (R502.4) N/A
INSPEC Material (R505.2.1)
Bearing (1.5" minimum on wood or metal; 3"
on masonry or concrete) and lapped joists N/A (3") (R502.6, R502.6.1) Corrosion protection (R505.2.2)
N/A
ON PLAN Identification (R505.2.4)
Lateral restraint and bridging N/A
(R502.7, R502.7.1) Fastening (R505.2.5) .
INSPEC Drilling and notching (R502.8) N/A Floor construction (R505.3)
ON PLAN Fastening (R502.9) V/ CONCRETE FLOORS (ON GROUND) (R506)
ON PLAN Framing of openings (R502.10) !` ON PLAN Thickness: 31/2" minimum; Concrete strength
ON PLAN , J'r (R506.1)
Wood trusses (R502.11) ON PLAN
INSPEC Support: prepared subgrade; maximum earth
Draftstopping (R502.12) fill = 8'; maximum sand or gravel fill = 24"
LUMBER FLOOR SHEATHING (R503.1) (R506.2.1)
ON PLAN
// NA Base course: 4" graded with 2" maximum
Allowable span (Table R503.1) I" [ �
INSPEC aggregate (R506.2.2)
End joints (R503.1.1) ON PLAN Vapor retarder (R506.2.3) N, , �
WOOD STRUCTURAL PANEL SHEATHING (R503.2) ON PLAN Reinforcement support (R506.2.4)
INSPEC Grade (R503.2. i) EXTERIOR DECKS (R507)
ON PLAN Thickness (R503.2.1)V(/- ON PLAN Support, attachment (R507.1 - R507.2.4)
ON PLAN Allowable spans p ON PLAN Plastic composite materials (R507.3)
[Tables R503.2.1.1(1) and R503.21. i(2)] ON PLAN
ON PLAN / Decking/deck joists (R507.4, R507.5)
Installation [Table 602.3(1)] ON PLAN"
PARTICLEBOARD UNDERLAYMENT (R503.3) Deck beams (R507.6)ON PLAN
INSPEC Deck posts, connections, footings
Grade (R503.3.1) /f� (R507.7.1, R507.8)
ON PLAN Thickness (R503.3.2) /l
ON PLAN Installation ()]'�
[Table R602.3 1
-6-
WALL CONSTRUCTION (Chapter 6)
WOOD CONSTRUCTION (R602) NA Material (R603.2.1)
ON PLAN Construction NA
Corrosion protection (R603.2.2)
(Figures R602.3(1) and R602.3(2)] NA
-INSPEC Identification (R603.2.4),
Stud grade (R602.2) NA
ON PLAN Fastening (R603.2.5)
Design/construction (R602.3)
ON PLAN NA Wall construction (R603.3 - R603.5)
Stud spacing [R602.3.1, Table R602.3(5)] NA
ON PLAN Headers (R603.6)
Interior load-bearing.walls (R602.4) ✓ NA
ON PLAN Studs, tracks and structural sheathing
Interior•nonbearing walls: 2" x 3" at 24" o.c (R603.7.- R603.9)
or 2" x 4" flat at 16" o.c. (R602.5)
INSPEC A-eA,01 % SHEATHING (R604 and R605) .
Drilling and notching=studs (R602.6) ON PLAN
INSPEC Wood structural panels (R604)
Drilling and notching —top plate (R602.6.1) ON PLAN
ON PLAN Particleboard (R605)
Headers (Tables R602J(1) - R6027(3) and v��/
Figure R602.7.21 MASONRY CONSTRUCTION (R606 - R610)
INSPEC Rreblocking (R602.8, R30211)
INSPEC Cripple walls (R602.9)
OP / NA Wall bracing, lines, panels
(R602.10.1, R662.10.2)
OP / NA Required length of bracing, method
(R602.10.3, R602.10.4, Tables
R602.10.3(1) and R602.10.3(3)]
OP / NA Minimum length, connections, support, joints,
cripple walls (R602.10.5 - R602.10.11)
OP / NA Wall anchorage (SDC C and D) (17602.11)
OP / NA Simplified wall bracing (R602.12)
STEEL WALL FRAMING (R603)
NA General (13603.1)
NA Structural framing (R603.2)
ON PLAN General design (R606)
NA Seismic requirements (R606.12)
-ON PLAN Glass unit masonry (R607) A' (A )-e
ON PLAN Exterior concrete wall, construction (R608)
ON PLAN Exterior windows/doors (17609) .�
OP / NA Glass unit masonry (17610)
STRUCTURAL INSULATED PANEL WALYVII
CONSTRUCTION (R610)
ON PLAN Applicability (R610.2)
ON PLAN Materials (R610.3)
ON PLAN Wall panels, construction details
(R610.4 - R610.10)
-7-
INTERIOR WALL COVERING (R702)
WALL COVERING (Chapter 7)
NA , Plaster material (R702.2)
NA Plaster support (R702.2.3)
ON PLAN Gypsum board materials (R702.3.1) L V
INSPEC Gypsum board support, application and fas-
tehing (R702.3.2 - R702.3.7)
ON PLAN Ceramic tie (R702.4) V"'
NA
ON PLAN Wood shakes and shingles (� R703.6)
NA Exterior plaster (R703.7)
ON PLAN Stone & masonry veneer (R703.8 & Figure
R703.8); Steel.angle lintels-4" minimum
bearing each end (R703.8.3)
ON PLAN Veneer ties: #9 U.S, gage wire or #22 Q.
gage by 7/8" corrugated metal; horiiontal
and vertical. spacing; 2.67'squarefeet
maximum area supported (wind > 30 psf
Other finishes (R702.5 and R7(2.6) and SDC C or D, maximum area = 2
+� square feet) (R703.8.4.1)
ON PLAN Vapor retarders (R702.7) NG INSPEC
Flashing' (R703.4 and R703.8.5)
EXTERIOR WALL COVERING (R703) ON PLAN Exterior insulation and,finish systems
ON PLAN Water-resistivebarrier (R703.2) (R703.9)
ON PLAN ON PLAN Fiber cement siding (R703.10) A&
Attachment. and minimum thickness ON PLAN
[Table R703.3(1)]' Vinyl siding (R703.11)
ON PLAN Wood siding (R703.5) NA Other sidings (R703.12 R703.17)
ROOF -CEILING CONSTRUCTION (Chapter 8)
WOOD ROOF FRAMING (R802)
ON PLAN Species and grade
NA Fire -retardant -treated wood (R802.1.5)
ON PLAN Span
ON PLAN Framing details (R802.3)d'p�F46je
ON PLAN Size
INSPEC Rafter ties (R802.3.1)
RAFTERS [Tables R802.5.1(1) - R802.5.1(8)]
INSPEC Collar ties (4' o.c., in upper third of attic)
(R802.3.1)
NA
Ground snow load/LL = 20 psf
INSPEC x 4" at 4' o.c. minimum)
Purlins (2"
NA Controlling design (LL or snow)
(Figure R802.5.1, R802
ON PLAN
'
INSPEC Ceiling not attached/ceiling.attached
Bearing (R802.6)
INSPEC Spacing
INSPEC Cutting and notching (R802.7)
INSPEC Species and grade
ON PLAN Engineered wood products (R802.7.2)
INSPEC Span
INSPEC Lateral support and bridging (R802.8)
INSPEC Size
ON PLAN Framing of openings (R802.9) •
INSPEC Hc/HR; Adjustment factor
ON PLAN Wood trusses (R802.10) ��• b��L� ,
ROOF SHEATHING (13803.2)
ON PLAN Roof tie -down (R802.11)
INSPEC Grade
CEILING JOISTS (Tables R802.4(1), R802.4(2)]
ON PLAN Thickness
ON PLAN Without attic storage, LL = 10psf
NA FRTW allowable stresses/grading
ON PLAN With attic storage LL = 20psf
ON PLAN Allowable spans [Table7-
-8-
ROOF -CEILING CONSTRUCTION (cont'd.)
STEEL ROOF FRAMING (R804)
NA General (R804.1)
NA Structural framing (R804.2)
NA Material (R804.2.1)
NA Corrosion protection (R8042.2)
NA Identification (R804.2.3)
NA Fastening (R804.2.5)
NA Roof construction (R804.3)
NA Roof tie -down (R804.3.8)
ROOF VENTILATION (R806)
ON PLAN Ventilation requirements (R806.1 - R806.5)
ATTIC ACCESS (R807) � / -� o�Q,,,,�,,;
ON PLAN Access requirements (807.1)
LOC.67r(6�
ROOF ASSEMBLIES (Chapter.9)
ROOF CLASSIFICATION (R902)
NOA / PA Roof covering materials (R902.1)
WEATHER PROTECTION (R903)
INSPEC Flashing (R903.2)
NA Coping (R903.3)
NA Roof drainage (R903.4)
MATERIALS (R904) I
ON PLAN Compatibility; specifications; physical charac-
teristics; identification (R904.2 - R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
NOA / PA Underlayment (R905.1.1, R905.1.2)
NOA / PA Asphalt shingles (R905.2)
NOA / PA Clay and concrete tile (R905.3)
NOA / PA Metal roof shingles (R905.4)
NOA / PA Mineral -surfaced roll roofing (R905.5)
NOA / PA Slate shingles (R905.6)
NOA / PA Wood shingles (R905.7)
NOA / PA Wood shakes (R905.8)
NOA / PA guilt -up roofs (R905.9)
NOA / PA Metal roof panels (R905.10)
NOA / PA Modified bitumen roofing (R905.11)
NOA / PA Thermoset single -ply roofing (R905.12)
NOA / PA Thermoplastic single -ply roofing (R905.13)
NOA / PA Sprayed polyurethane foam roofing (R905.14)
NOA / PA Liquid -applied roofing (R905.15)
NOA / PA Photovoltaic shingles (R905.16)
ROOF INSULATION (13906)
NA General (R906.1)
ROOFTOP - MOUNTED PHOTOVOLTAIC SYSTEMS
(R907)
NA Materials and installation (R907.1 - R907.5)
REROOFING (R908)
NOA / PA Materials and methods (R908.1)
NA Structural support (R908.2)
NA Replacement/re-covering (R908.3, R908.4)
ROOFTOP - MOUNTED -PHOTOVOLTAIC
PANEL SYSTEMS (R909)
NOA / PA Materials and installation (R909.1- R909.3)
CHIMNEYS AND FIREPLACES (Chapter 10) Itj �'
MASONRY FIREPLACES (R1001) ON PLAN Hearth extension (R1001.9, R1001.10)
ON PLAN Construction ON PLAN Fireplace clearance (R1001.11)
(Figure R1001.1 and Table R1001.1) INSPEC Fireblocking (R1001.12)
NA SDC D reinforcing/anchorage
(R1001.3 and R1001.4) MASONRY CHIMNEYS (R1003)
ON PLAN Firebox walls and dimensions INSPEC Construction (Table R1001.1, R1003.2,
(R1001.5 and R1001.6) R1003.3, and Figure R1001.1)
ON PLAN Steel fireplace units (R1001.5.1) INSPEC Corbeling (R1003.5)
ON PLAN Lintel (noncombustible) (R1001.7)
In
CHIMNEYS AND FIREPLACES (cant'd.)
ON PLAN Changes in dimension (R1003.6)
ON PLAN Additional load (R1003.8)
ON PLAN Termination (R1003.9)
ON PLAN Spark arrestors (R1003.9.2)
ON PLAN Wall thickness; >_ 4" (R1003.10)
ON PLAN Flue lining - material/installation _
(R1003.14 and R1003.12)
ON PLAN Multiple flues (R1003.13)
INSPEC Flue area (appliance) (R1003.14)
ON PLAN Flue area (masonry fireplace) (R1003.15)
INSPEC Inlet (R1003.16)
INSPEC Cleanout opening (R1003.17)
INSPEC Chimney clearance (R1003.18)
INSPEC Fireblocking (R1003.19)
ON PLAN Chimney crickets (R1003.20)
FACTORY -BUILT FIREPLACES (131004)
INSPEC Listed and labeled (R1004.1)
INSPEC Installation (R1004.2 - R1004.5)
FACTORY -BUILT CHIMNEYS (R1005)
INSPEC Listed and labeled (R1005.1)
INSPEC Installation (R1005.3 and R1005.4)
EXTERIOR AIR SUPPLY (111006)
INSPEC Intake size (R1006.2, R1006.4)
ENERGY EFFICIENCY (Chapter 11)
ENERGY, Compliance; information Electrical (N1104)
(N1101.5, N1101.13) Simulated performance (N1105)
CALLS Climate zone (Table N110i.7) '?�A
ERI compliance -alternative (N1106)
Building thermal envelope (N11W)y Existing buildings (N1107.- N1111)
Systems (N1103)
MECHANICAL Phapters 12-23)
� Na
ON PLAN Appliance labeling (M1302, M1303).;., CgSS -,NA Chimney and vent location and terminations
ON PLAN Appliance access (M1305,'M1401) V (Chapters 10 and 18)
.�'(� NA Special equipment (Chapter 19)
INSPEC Appliance installation (101307) �°"
3 NA Boilers/water heaters (Chapter20)
ON PLAN
Heating and cooling equipment; load calcula- NA
tions •(Chapter 14) � Hydronic piping (Chapter2l)
ON PLAN `/ , f NA Special piping and storage systems
Exhaust systems (Chapter 15) r (Chapter 22)
ON PLAN Duct systems (Chapter 16) NA - Solar thermal energy systems (Chapter23)
NA Combustion air (Chapter 17)
ON PLAN Application (G2401.1)
INSPEC General regulations (G2404)
INSPEC Appliance location (G2406)
ON PLAN Air requirements (G2407)
ON PLAN Installation (G2408)
NA Penetrations<of fire -resistance rated assem-
blies (R302.4, R302.5)
FUEL GAS (Chapter 24) r W
INSPEC Clearances (G2409)
INSPEC Electrical and electrical bonding
(G2410, G2411)
ON PLAN pipe sizing (G2413)
INSPEC Piping materials (G2414)
-10-
FUEL GAS cont'd
INSPEC Piping installation (G2415 and G2419) INSPEC Venting (G2425 - G2429)
INSPEC Piping support (G2418 and G2424) NA Misc appliances
INSPEC (G2423, G2430 - G2454)
Valves, controls, connections
(G2420, G2421 and G2422)
PLUMBING (Chapters 25-33)
INSPEC Water service location and depth
(P2603, P2604)
INSPEC Sanitary and storm sewer location and depth
(P2603, P2604)
INSPEC Piping support (Table P2605.1)
INSPEC Listed plastic materials (P2609)
ON PLAN plumbing fixtures (Chapter27) V
ON PLAN Water heater size and location (Chapter 28)
NA Water supply and distribution system -design
and calculations (Chapter29)
ON PLAN /UT
Dwelling unit fire sprinkler systems (P290 )
INSPEC NFPA 13D system (P2904.1)
NA Freezing protection (P2904.2.3)
ON PLAN Sprinkler coverage (P2904.2.4) 4 (/ J�O
INSPEC Piping materials (P2904.3)
ON PLAN Flow rates (P2904.4.1, P2904.4.2)
ON PLAN Water supply capacity (P2904.5.2)
ON PLAN Pipe sizing (P2904.6)
INSPEC Drain, waste and vent pipe sizing and riser
diagram (P3004, P3005, Chapter 31)
INSPEC Sumps and ejectors (P3007)
NA Backwater valves (P3008)
INSPEC Fixture traps (P3201)
INSPEC (Chapter Storm drainage ter33
Temperature rating 9 ( P )
(P2904.2.1, P2904.2.2) INSPEC Penetrations of fire -resistance rated assem-
blies (R302.4, R302.5)
ELECTRICAL (Chapters 34-43)
INSPEC penetrations of fire -resistance rated assem-
blies (E3402.2)
INSPEC Listed and labeled materials (E3403)
ON PLAN Service equipment and Iocationv
(E3405, E3601, E3606)
ON PLAN Service size and load calculations (E3602) 1l
INSPEC Available fault current (E3606)
f
�r�Dti,i0
ON PLAN System grounding (E3607) Q
ON PLAN Required branch circuits (E370_ ("T'&r�1
ON PLAN Feeder requirements and load cai�ations
(E3704)
INSPEC Wiring methods (Chapter 38)
ON PLAN Required lighting and receptacle outlets
(E3901, E3903)
INSPEC Ground -fault and arc -fault circuit -interrupter
protection (E3902)
INSPEC Devices and lighting fixtures (Chapter40)
ON PLAN Appliance installation (Chapter4i)
NA Swimming pools (Chapter42)
NA Class 2 remote -control, signaling and power -
limited circuits (Chapter43)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) (-/
NA Provisions adopted (R102.5) NA Compliance with Appendix E verified
-11-
RIO
PASSIVE RADON GAS CONTROLS (Appendix F)
Provisions adopted (R102.5)
NA
Compliance with Appendix F verified
PATIO COVERS (Appendix H)
NA NA
Provisions adopted (R102.5) Compliance with Appendix H verified
PRIVATE SEWAGE DISPOSAL (Appendix 1)
HEALTH DEPT
Provisions adopted (R102.5) Compliance with Appendix I verified
-EXISTING BUILDINGS AND STRUCTURES (Appendix J)
NA NA
Provisions adopted (R102.5) Compliance with Appendix J verified
SOUND TRANSMISSION (Appendix K)
NA NA
Provisions adopted (R102.5) Compliance with Appendix K verified
HOME DAY CARE—R-3 OCCUPANCY (Appendix M)
NA NA
Provisions adopted (R102.5) Compliance with Appendix M verified
AUTOMATIC VEHICULAR GATES (Appendix O)
NA NA
Provisions adopted (R102.5)
Compliance with Appendix O verified
SOLAR -READY PROVISIONS (Appendix U)
Provisions adopted (R102.5)
NOTES
- Compliance with Appendix U verified
-12-
,
I
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me
me
L
I
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i
________________________�
TEAR ELEVATION � __ ___ _SCALE K -1'-0"
1
LEFT ELEVATION
zR—u11111111111M w waw"'_a. an wmwk�l
RIDGE VENTING SEE
RIGHT ELEVATION
cnD niknl7nicin&i
12
5t
C&C Vasd Wall Wind Pressures
160 B Risk Cat. II 11<30 Ft.
Zone 4 Interior
Zone 5 E7derior
A) 10 SF = +27.7 / -30.0
E) 10 SF = +273 37.0
B) 20 SF = +26.4 / -28.0
F) 20 SF = +26.4 / -34.0
C) 50 SF = +24.7 / -27.0
G) 50 SF = +24.7 / -31.0
D)100 SF = +23.5 / -25.0
H)100 SF = +23.5 / -28.0
E)500 SF = +20.6 / -22.0
1)500 SF = +20.6 / -22.0
Garage Door (Min. 2'-0" from corner)
7 8'x8' +24.3 / -27.5
16'x8' +23.3 / -26.0
!"'�l1Al�IYT lYrlll n�.t �..� wT
FIUR
ATTIC VENTING CALCULATIONS
AS PER SECTION 806 IN THE FBC ztiB44 H EDITION
eof7,64 PR(
v uvicu mmly =wzua mow. ri. ' p 10.7 SQ.FT. VENTILATION REQUIRED PR(,
40% MINIMUM IN UPPER ROOF = 4.28 SQ. FT. ARC-
RIDGE VENTING ACTUAL NET FREE AREA TO WIN
OUTSIDE AIR = .139 SQ. FT./L.F. INTE
4.28/.139 = 30.79 L.F. OF RIDGE VENT REQ.
Rkfil
SEE ELEVATIONS FOR PLACEMENT WlN
REMAINING 6.42 SQ. Fr, TO BE ACHIEVED WITH 12"x4" EXF
VENT HOLES "W/ BIRD SCREENING IN SOFFIT.
11/10
EA. OPENING ACTUAL OPEN AREA TO OUTSIDE OVE
AIR = .333 SQ. Fr.
ROC
6.42/.333 = 19.28 REQUIRED NUMBER OF VENTS
COP
20 TOTAL VENTS REQUIRED EVENLY SPACED
THROUGH OUT SOFFITS
RU(
FLC
w SHL
IMP)
O� n evAu ADi r rnD Dlnnr kir_nirinin ' _11!::5
I I . r I 7 i 77 i f .-. 57
ADHESIVE APPLIED
DECORATIVE LOUVER
6 TEXTURED
STUCCO CORBELS
SCALE Y4"=1'-0"
FD®H in St. Lucie Pounty
Environmental
Site Plan egmmyod for Cghowtion
Supersedes All Pr@Vi@gg Sit@. Plans for
OSTDS #51p-5E -1M7-151 & Well #
Date- lklb1
'-0" TOP OF
TRUSS HEEL
— SMOOTH STUCCO FINISH
77
F.F.E.
FRONT E' LEVT'IN m SCALE.../4„®,Q„.
Revisions:
No. Date Description
Drawn: Issue Date:
J. D. 06,10, 2019
r'r .
a
I.C.E.D. Services LLC.
Independent Coordinators for
Engineering & Drafting Services
(352) 900-ICED Phone
Jdiaz@ICEDServices.com
Builder:
XXXXX
j XXXXXXX
XXXX
XXXXX
XXXXX
XXX-XXX-XXXX phone
XXX'-XXX-XXXX fax
mogamomommmm
Project:
Single Family
Residence
3712 Tanager Place
Fort Pierce, FL
Jurisdiction: St. Lucie Co.
moommimmmommmmmm
Sheet Title:
Elevations
Sheet #:EMEMENINEEMMMUMMOM
Engineer:
Ed Shinskie, P.E.
PE-47515
4707 Wild Turkey Rd.
Mims, FL. 32754
(321)', 863-3223 phone
TO THE BEST OF MY KNOWLEDGE,
THIS STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE W/
SECTION 1609 OF THE 2017
FJRIDA BUILDING CODE 6TH ED,
Ici
§
Ed Shinskie, P.E.
FL P.E. No. 47515
Revisions:
No, Date Description
FOIL BACK -I
INSULATION
CBS BLOCK WALL
& LINTEL 1 "x2" P.T.
FURRING
STRIP
EXTERIOR DRYWALL
SIDING
1"x4" FOIL BACK
P.T. INSULATION.
---- CBS BLOCK WALL
TAPCONS SEE PRODUCT & LINTEL
APPROVAL AFFIDAVIT FOR 1"x4" P.T.
TYPE AND SPACING WOOD BUCK
Ar
Window Head EXTERIOR
- Y2" DRYWALL SIDING
1 N2 P.T. FURRING 1 "x4" P.T. 1 "x4 P.T.
STRIP ��\\WOOD BUCK
1 %2" P.T.
FURRING
STRIP
Y2"
DRYWALL
- 1 "x4" P.T.
2X6 PT. ANCHOR TO. OLIDGARAGE DOOR TRACK,
POUR CMU W/ 318" SI PSON FASTEN PER MFG SPEC.
TITEN HD W/ MIN 2V2 .GAR. DOOR TRACK:
EMBEDMENT INTO GONG. ROLLER
MIN 1,Y4" EDGE DISTANCE HIGH WIND BRACE
TO BE MAINTAINED 0 6" (PER MFG SPEC)
FROM TOP AND BOT &
- 8" O.C. THERE FTER
CBS BLOCK -
WALL
r-
GARAGE
FOIL BACK
INSULATION'
t N2" P.T.
FURRING STRIP
GARAGE DOOR
lid-• �I I( PANEL
EXTERIOR
SIDING
DOOR BUCK DETAIL
SCALE: 1-1/2" = 1'-0'
DOOR THRESHOLD FASTEN
1"x4" P.T. W/ TAPCONS AS PER
PRODUCT APPROVAL
DOOR PANEL
IF 1x P.T. BUCK USED
FOIL BACK
THAN A"Ox2Y'4" TAPCONS
ATTACH P.T. DOOR BUCKS CBS
BLOCK
INSULATION
THRU DOOR FRAME AS
IN SUCH AS
WALL
ATTACH P.T. DOOR BUCKS IN SUCH A
7n
PER PRODUCT SPECS
MINIMUMR
TO AS A MINIMUM COVER
MANNER. AS TO AS A MINIMUM COVER THE
(SEE PRODUCT APPROVAL
THE ENTIRE WIDTH (AS
.EXTERIOR ENTIRE WIDTH (AS MEASURED FROM.. INSIDE
CBS BLOCK
WALL
AFFIDAVIT).
MEASURED FROM INSIDE
SIDING TO OUTSIDE) OF PREHUNG-DOOR JAMB.
IF 2X P.T. BUCK USED
TO OUTSIDE) OF -PREHUNG
IF Ix P.T. BUCK USED THAN Y4"0x2Y4"
THAN 36%,3Y4" TAPCONS
DOOR JAMB.
TAPCONS THIRD DOOR FRAME AS PER
SPACED AS PER
PRODUCT SPECS (SEE PRODUCT APPROVAL
PRODUCT APPROVAL.
AFFIDAVIT).
CONS SEE PRODUCT
TAPAPPROVAL AFFIDAVIT
EXTERIOR
FOR
IF 2X P.T. BUCK USED THAN N6"x2h"
SIDING TYPE AND SPACING
-
i
TAPCONS SPACED AS PER PRODUCT
APPROVAL.
PDoor
Window
Jamb
Door Head
Jamb
TYPICAL WINDOW AND DOOR BUCK DETAILSSCALE:
1-1/2" = V-0"
GENERAL NOTES:
R703.8 FLASHING
JOB
SPECIFIC GENERAL NOTES:
-RESISTANT FLASHING SHALL BE APPLIED
APPROVED CORROSION ES NG
i'
THEBUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE
U
SHINGLE -FASHION. IN A MANNER TO PREVENT ENTRY OF WATER INTO THE
1.
HOUSE IS IN A NEGLIGIBLE WEATHER AREA
L WEA H
WORK, THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERROR OR
WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL
OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO ENGINEER OF RECORD.
FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING
2.
HOUSE IS IN A VERY- HEAVY TERMITE AREA.
BY SUBMITTING THESE PLANS FOR PERMIT THE BUILDER ACCEPTS FULL
SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE
RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION DEPICTED WITHIN
SURFACE- OF THE EXTERIOR WALL FINISH. APPROVED
3.
FLAME SPREAD FOR WALLS AND CEILING
AND IT IS ASSUMED THE BUILDER HAS READ AND UNDERSTANDS THE NOTES
CORROSION -RESISTANT FLASHING
SHALL BE INSTALLED AT ALL OF THE
FINISHES SHALL BE LESS THAN 200.
BELOW,
FOLLOWING LOCATIONS:
DESIGN LOADS 1N ACCORDANCE WITH 2O17 FBC 6TH EDITION CHAP. 16
4.
FLAME SPREAD FOR INSULATION SHALL BE LESS
W OPENINGS. FLASHING AT EXTERIOR
1. EXTERIOR- WINDOW AND DOOR 0 E GS.
THAN 25
ASSUMED SOIL BEARING CAPACITY: 2500 PSF
WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF
THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER
5.
SMOKE DEVELOPED INDEX SHALL BE LESS THE
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
FOR SUBSEQUENT DRAINAGE: FLASHING AT EXTERIOR WINDOW AND
4501 FOR WALL FINISHES, CEILING FINISH AND
SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND
DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR
INSYLATION
SITE DRAWINGS
MORE OF THE FOLLOWING OR OTHER APPROVED METHOD:
6.
GYP UM BOARD SHALL CONFORM TO FBC
CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER
1.1. THE FENESTRATION `MANUFACTURER'S WRITTEN FLASHING
I R70 3 STANDARDS
DETAILS .NOT SHOWN ON STRUCTURAL DRAWINGS.
INSTRUCTIONS.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE
1.2. THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION
7.
i TILE IN SHOWERS MUST BE BACKED BY "DURA
TYPICAL AND SHALL BE CONSTRUED TO ANY SIMILAR SITUATION ELSEWHERE ON
INSTRUCTIONS.
�RodK" CONCRETE BOARD OR EQUAL
THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
1.3, IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR
FMA/WDMA 250.
B.
EGRESS WINDOWS COMPLY WITH 2O17 FBCR 6TH
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN FIELD.
1.4. IN ACCORDANCE W H THE FLASHING METHOD OF A REGISTERED
EDITION R310.2.1 MIN. NET CLEAR OPENING OF -
DESIGN PROFESSIONAL:'
5.0S.F.
',
DO NOT .SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. IF ANY
DISCREPANCIES ARE DISCOVER THE ENGINEER OF RECORD MUST BE CONTACTED
2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
9.
DRYER VENT TO OUTSIDE
BEFORE THE COMMENCEMENT OF CONSTRUCTION.
CONSTRUCTION WITH FRAME OR STUCCO: WALLS, WITH PROJECTING
THE STRUCTURE IS DESIGNED TO SELF SUPPORTING AND STABLE AFTER
LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
10.
LOWI FLOW PLUMBING FIXTURES -
BUILDING IS COMPLETE.
AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS 3. UNDER i
IT IS C THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SILLS.
TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION.
THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
TEMPORARY' BRACING, GUYS OR TIEDOWNS
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A< WALL
SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION;
CONSTRUCTION LOADS. 6. AT WALL AND ROOF INTERSECTIONS.
THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER, THE 7 AT BUILT-IN GUTTERS.
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL FLOOR DESIGNERS
LAYOUT. PROVIDE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS
F APPROVAL. REVIEW OF SHOP DRAWINGS IS REQUIRED AS THE ENGINEER
OR G Q
BEAM CHECKS COLUMN AND FOOTING CAPACITIES AGAINST KNOW
C WALL 0
LOADING, FAILURE TO PROVIDE SHOP DRAWINGS MAY RESULT IN ADDITIONAL
ENGINEERING COSTS DURING CONSTRUCTION.
AREA SCHEDULE
LIVINGA/C
2,351 Sq Ft.
GARAGE
507 Sq Ft.
FRONTPORCH
170 Sq Ft.
LANAI
111 Sq Ft.
TOTAL
3,209 Sq Ft.
ST. LUCIE COUNTY PRODUCT APPROVAL AFFIDAVIT
BUILDWGPERMIT: BUILDING ADDRESS: See Border ICONTRACTOR:
OPENING SCHEDULE`. SWING DOORS; OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPENING & '
GLASS
ATTACHMENT METHOD
NOA No. &
PRODUCT DESIGN
PRODUCE
MODEL#
MANUFACTURER
DESCRIPTION
TYPE, SIZE, SPACING &EMBEDMENT
EXPIRATION
PRESSURE
DATE
All SH Windows
1620 SH
FL-21637.5-R3
+50.0/-50:0
Impact
MI Windows &
Hi -Impact
3/16" Tapcon with min 1-1/4"
All Fixed Windows
1620-1630
Doors
pentration of conc Thru All Mfg. Holes
FL-21639.7-R2
+55.0/-55:0
PW Impact
as per Product Approval
9080 Sliding Glass Door
420 Series
Temp. -
FL-15332.5-R4
+42.9/42.9
1/4" Tapcon with mini 1-1/4" pentration
All Swing Man Door with &
Fiberglass
Therma-Tru
Hi -Impact
of conc Thru All Mfg: Holes as per
FL-15037.3-R3
+50.0/-50:0
without Sidelights
Corporation
Product Approval
ATTACHMENT METHOD
NOA No. &
PRODUCT DESIGN
PRODUCT
MODEL#
MANUFACTURER
TYPE, SIZE, SPACING EMBEDMENT &STIFFENER ETC.
EXPIRATION
PRESSURE
DATE
DAB Door
5/16"x15/8" Lag screws thru steel bracket into P.T.
17-0919.11
16080 Garage Door
HIM 824/811
Company
Buck @ spacing decribed in product approval
3/29/2022
+40.0/ 44:0
Mullions
M-2285 Vert.
MI Windows &Doors
As per Mfg. Specs
FL-18504.4-R3
+33.9/-33.9
Roof Shingles
Oakridge
Owens Coming
(6) 8d Mngshank nails ea. Shingle as per mfg. specs.
FL-10674.1-R13
N/A
Soffit Vent
4"x12" vented opening see typical wall section
Shutter
Bertha
Eastern Metal
1/4" Dia X 1.3/4"-10 Sidewalk bolt embedded 7/8" into
FL11964.1
+50.01-50.0
Alum.
Supply
conc. wall with wing nut @ 12" o.c.
6/22/2017
I have reviewed the above and approve it. (Enigneer of Record)
NAME: SIGNATURE:
CERTIFICATION NO: DATE: _
16'-4» 18'-6" 12'-8" 9,_2„
3'-4' W-10" 4'-2"
4'-2" 6'-2" 2'-4:
(2) 3060
d-
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AS DETAILED ON SHEET S3.0
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BEDROOM
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I
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2'- -0» 3'-8o 8'_
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-8^ 2„ PANTRY
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14 080 4 4" 4"
4„ „ SHELVES
B.F. - LAUNDRY 0
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(5) 16" !I� SHELVES I p-`----- W: --;
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7
1 02 (2) 3060 N
FIXED FIXED S.H. BE 12
B.F.
- 3-4 7'-4„
o
I
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--- -
t_.:
0
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123'-8" 5'-0"
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r ALL EXTERIOR S' OR CEILING TO
GUEST
BATH
1'
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I BE STUCCO OVER WIRE LATH FRONT PORCH
TAILED ON 5 80
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6„
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-
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12" R&S 1.
"
5'-2"
8' 11
o
16" 10'-8" 16" 10'-6"
W.H.
6" BEARING -.�
WALL
"
- -
1
g"
4"x6" PSL COL SETT
3080 0
IN SUCH A WAY TO
ALLOW 2" CLEARANCE
BETWEEN DRYWALL
AND POST
GARAGE
d
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------------------------------ -- -
,
1
1
I
DEL. VERT. CELL REQUIR D ON BOTH
iI
i
i
g, 4„ 12'-8" 11-10" 3'-4„
SIDES OF GARAGE DO R OPENING
16'-0" 3'-6>,
33'-10"
22'-10"
56'-8,�
e.
Drawn: Issue Date:
J.D. 06.10.2019
I.C.E.D. Services LLC.
Independent Coordinators for
Engineering & Drafting Services
(352) 900-ICED Phone
Jdiaz@ICEDServices. com
RI ,Ilrip-r
a
ry �,
CUMMINGS�'
-CUSTOM FIOME.S -
0.014, i Smart 1 0....
VGI L111VU 1"1GJIl.AG1 ItIQI
Contractor
FL#: CRC1331434
3310 SW Savona Blvd.
Port St. Lucie, FL.
954-353-0836 Office
954-304-3755 Mobile
Project:
3712 Tanager Place
Fort Pierce, FL
Jurisdiction: St. Lucie Co.
Sheet Title
Floor Plan, Buck Details,
& General n SP ecificatiO S
Sheet #(:
/-l��
. 1J
Z ..
Ed Shi'i kie, P E. ,
�
PE-47515
4707 Wild Turkey Rd.
Mirn% FL. 32754
(321) 863-3223 phone
TO THE BEST OF MY KNOWLEDGE,
THIS STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE W/
SECTION 1609 OF THE 2017
FLORIDA BUILDING CODE 6TH ED.
FLOOR PLAN _ SCALE: Y4"-1'-01' Ed Shinskie, P.E.
FL P.E. No. 47515
THICKENED EDGE W/ (1)
#5 REBAR & CORNER BENDS
GRADEQ •. a .4".4LAB
° #5. FOOTER STEEL W/ k��-
10" BEND IN FOOTER 8„
° #5 FOOTER STEEL W/ 10 AND MIN 60 BAR (25")
BEND IN FOOTER AND MIN n LAP ON VERT. STEEL TJ�
11
60 BAR (25") LAP ON VERT. n I ICE N E I) E D G E
STEEL ® 4'
4" sLAe: a S ALE: 3/41,_0"
16"x18" CONT
GRADE d. 4. ,SLAff° a ED FIR W/ (2)
° 16"x18" CONT. FOOTER #5 REBAR W/ GRADE a 4°.SLA6'" a'
W/ (2) #5 REBAR W/ CORNER BENDS
° d'
CORNER BENDS 1'-4" o °I
__— T R 16"x14" CONT FOOTER
71�JL' ® TER S 1JA1J °. W/ (2) #5 REBAR W/
1'-4" CORNER BENDS
TYPICAL EXT. E ELECT. CHANGE
SCALE: 3/4„=V-0" SCALE: 3/4„_1,_®„ YYP �I CAL PATIO F T
SCALE. 3/¢"-1'-0"
#5 FOOTER STEEL W/ 10" AV
BEND IN FOOTER AND MIN
60 BAR (25") LAP ON VERT. VERT. STUD ® 16" O.C.
#5 FOOTER STEEL W/ 10" STEEL
BEND IN FOOTER AND MIN
o 60 BAR (25")LAP ON VERT ° GARAGE CURB' kz"X6" LONG EXPANSION
STEEL BOLT Q 32" O.C.
SHOWER RECESS GARAGE FLOOR
d 4' SLAB' .
GRADE � GRADE � CFOOTER
° ° 4" SLA<4 SLl�B 9U 4' SLAB "06" CONT.
10
W/ (2)
:10 REBAR W/
N CORNER BENDS
� 16"x14" CONT. FOOTER 1'-4" 16'x12" CONT FOOTER �
— —._ - W/ (2) #5 REBAR W/
C(�
CORNER BENDS (2) #5 REBAR W/ CORNER BENDS FOOTER Oc INTERIOR
CO
SDI®�'YE RECESS �X'h" FTR. `GARAGE (7y�� EEAP'�NG TALL
SCALE: 3/4„=1,_0„�SCALE: 3/¢ 1—�SCALE: 34"=1'-0„
STRUCTURAL SUPPORT
CONCRETE NOTES: SEE INT. BEARING COL
SECTION FOR SPECS 4"
CONCRETE HAS BEEN PERFORMED IN ACCORDANCE WITH ACI 318-05, BUILDING —
CODE REQUIREMENTS FIR STRUCTURAL CONCRETE
A
4" SLABa.' ° a40
NORMAL WEIGHT CONCRETE (145 PCF) 28-DAY COMPRESSIVE STRENGTHS.
PILING 500 PSI WITH .40 WATER -CEMENT RATIO 4 ° 4 LAB
(D
SHALLOW FOUNDATIONS 2500 PSI. ° <'
PILE SUPPORTED FOUNDATIONS 5000 PSI WITH .40 WATER -CEMENT RATIO
COLUMNS, BEAMS, AND ELEVATED SLABS, 3000 PSI.
24"x24"x18" °4 "
CONCRETE SLUMP SHALL BE AS FOLLOWS SLUMP IN INCHES $
ISOLATED GONG
M4X PAD W/ (3) #5 2 0
) #5
MASSIVE SECTIONS, PAVEMENTS, AND SLABS YN
HEAVY SLABS, BEAMS, WALLS 3" 5" REBAR EA. ,WAY
THIN WALLS, COLUMNS 3u2" 6" ISOLATED
MINIMUM CONCRETE CLEAR COVER SHALL BE: C O N
SLAB
PA
l�
AND
BEAMS AND COLUMNS - 1Y2"
F 8
TIE COLUMNS - -Y4" SCALE: 3/¢"=1'—�„
EXPOSED UNPROTECTED CONCRETE
FORMED CONCRETE BELOW GRADE - 3"
UNFORMED CONCRETE BELOW GRADE - 3"
PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.L'S "MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES."(A.C.I. '
315)
#5 FOOTER STEEL EPDXIED
DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH MIN 6" INTO GONG AND Ml( .
"MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION." 60 BAR LAP (25") ON
AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS VERTICAL REBAR
OTHERWISE INDICATED. °
4
CONCRETE CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE GRADE d 4"..SLAI "
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (A.C.I. 301) °
FOOTER SEE
ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY ° FOUNDATION
SUPPORT ALL CONSTRUCTION LOADS ate:. 4 FOR DETAILS
CONCRETE BEAM SIZES MAY BE INCREASED AS REQUIRED FOR ARCHITECTURAL
DETAILS OR TO FIT BLOCK COURSING_ MISSED E L D T
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF A.C.I 301 AND
ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. SCALE: 3/¢"=1'-0"
CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. 2" FLU
THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL VENT DQl
IT -1S DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF SINK .
FOR ANY REASON THERE IS A DELAY SUCH THAT A BATCH IS HELD FOR
LONGER THE 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. 2"
2" V.T.R.
BRUSH
CONCRETE SURFACE
V
CONCRETEQ
L t R ER HOLE THAN ALL THREAD ROD
DRILOR
/B" LA G)NYLON
REBAR. CLEAN OUT WITH BLOWOUT BULB.
COMPLETE HOLE PREPARATION WITH USE OF A
J
BRUSH (DO NOT USE WIRE BRUSH)
EPDXY TUBE
CONCRETE SURFACE.
Q EPDXY
Q CONCRETE 4
PRIOR TO INJECTION, DISCHARGE ONE FLUID
OUNCE OF EPDXY OR UNTIL UNIFORM IN COLOR.
2
FILL THE HOLE TO 1/2 THE. HOLE DEPTH.
EMBEDDED BOLT
CONCRETE SURFACE
OR REBAR
o A
R 6" MIN. Q
1/
Q
j
QCONCRETE
i 7
INSERT ALLTHREAD ROD OR REBAR SLOWLY BY
HAND INTO THE HOLE TO THE END USING A SLOW
TWISTING MOTION. HARDENING WILL BEGIN IN 7
3
MINUTES AT ROOM TEMPERATURE. IMPORTANT DO
NOT LOAD FOR 3 DAYS.
EPDXY
INSTALLATION
PROCEDURES
CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK.
_1
OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER.
,
'
I
i
2" V.T.R.
FBC PROVIDES AN EXCEPTION FOR RESIDENTIALCONSTRUCTIONWHERE CONTROL
1'
2
iII
Jl`
JOINTS ARE NOT REQUIRED. HOWEVER, IN THAT EXCEPTION, IT SAYS THAT THE
i �0�.1
EXCEPTION IS ALLOWED WHERE THE OWNER ACKNOWLEDGES THAT CRACKS ARE
ACCEPTABLE AND UNDERSTOOD.
^ram__-_-_- _2r'� i 2,
FORMWORK:
i
V
I
FORMWORK SHORING AND BRACING FOR ALL CONCRETE BEAMS,. COLUMNS
e
2" V.T.R
WALLS AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE
I
WITH A.C.I 347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK".
l
LAV.
z„
ANY AND ALL PLUMBING PIPE PENETRATIONS THROUGH FORMED WORK SHOULD
3°
a
-AV.
BE DONE SO THAT REINFORCING STEEL IS NOT DISRUPTED AND COVER FOR
2
` .• I
Z„ 2 TUB
STEEL IS NOT AFFECTED
3°
P.
I
W.C. 2"
W.C.
"
0
�0.
�LAV
ANY UTILITY PIPES PENETRATING FOOTERS TO BE PROPERLY SLEEVED TO AVOID
v
�E�T'
PIPED UTILITIES FROM BEING SHEARED DURING SETTLEMENT OF STRUCTURE
i
3 TUB:
ELECTRICAL PIPES INSIDE OF THE POURED COLUMNS SO THAT THEY DO NOT
TAKE UP MORE THAN 10% OF THE CROSS -SECTIONAL AREA OF THE COLUMNS
W'C' '�
3f
AND THEY DO NOT AFFECT THE COVER ON THE REINFORCING STEEL
'
WELDED WIRE MESH:
2
LAV. i
4" Co.
WELDED WIRE MESH SHALL BE ASTM A185, GRADE 65, FREE FROM OIL, SCALE,
TUB
AND RUST AND SHALL BE PLACED IN ACCORDANCE WITH ACI TYPICAL DETAILS.
2 T
2'
4" TO APPROVED
MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.
SANITARY SYSTEM
2
16'-4"
12'-2" 4'-2"
i
18'.
56'-8"
12'-8" —
8,-6„
�... ' -----
-
------------------.------
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2500 PSI CONC SLAB W/ FIBERMESH
REINFORCEMENT OVER 6 MIL VISQUEN
I
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1
I
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1
1
- LAPPED 6" OVER CLEAN, TERMITE TREATED
FILL COMPACTED, TO 95% ENSIiY IN
MAX 6" LIFTS
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11'-10„
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---
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SLOPED
1 " +
SHOWER
Z" I 3'-4"16' 0" S-6„
Revisions:
No. Date Description
Drawn: Issue Date:
J.D. 06.12.2019
I.C.E.D. Services LLC.
Independent Coordinators for
Engineering & Drafting Services
(352) 900-ICED Phone
Jdiaz@ICEDServices.com
mmmommommommmmmm
UMMIMTG
°CUSTOM 1HOME$
L16htYry (S%atS (Bran¢
3712 Tanager Place
Fort Pierce, FL
Jurisdiction: St. Lucie Co.
111111111111111
Sheet Title:
Foundation Plan
Sheet #: '
S1'.Q
Engineer:
Y
Ed Shinskie, P. E
PE-47515
4707 Wild Turkey Rd.
Mims, FL. 32754
(321) 863-3223 phone
TO THE BEST OF MY KNOWLEDGE,
THIS STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE W/
SECTION 1609 OF THE 2017
FLORIDA BUILDING CODE 6TH ED.
SANITARY RISER
33'-10" 22'-10"
FOUNDATION PLAN SCALE. Y,4„_1,-0"
SCALE: N.T.S.
Ed Sh inskie; P.E.
FL P.E. No. 47515
MASONARY NOTES:
STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1530-05/ASCE 5-02/TMS
402-02, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1530 05/ASCE 6 02/TMS
602-02, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY
ON SPECIFICATIONS FOR MASONRY STRUCTURES.
ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR
SIZE BLOCK MANUFACTURED iN CONFORMANCE WITH ASTM C 90, GRADE,
F'm=1500 P.S.I.
BLOCK SHALL BE PLACED IN RUNNING BOND UNLESS OTHERWISE NOTED. LAY
UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE
FOR IN WALL COLUMNS.
GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476 AND
SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I AT 28
DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE
AND SHALL BE PLACED WITH A SLUMP OF 8" TO 10". USE MECHANICAL
VIBRATION TO CONSOLIDATEGROUT.
TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR
SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270
HORIZONTAL AND VERTICALMORTAR JOINTS SHALL BE 3/8":: THICK UNLESS
OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO THE
CELLS TO BE FILLED. ALLOW A MINIMUM OF 24 HOURS FOR; MORTAR TO
CURE PRIOR TO GROUTING CELLS.
TENSION AND COMPRESSION LAPS = .002 X BAR DIAMETER X Fs (NOTE THAT
Fs= 24 KSI MAXIMUM (.4 X Fy)) (THIS EQUATES TO 48 X BAR DIAMETER)
MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT
SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE
SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A
"CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OF A CERTIFIED STRUCTURAL
MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS
ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE
TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT
CREDENTIALS FOR THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL
PRIOR TO BIDDING.
REINFORCING BAR SHALLBEIN ALL WALL INTERSECTIONS AND AT EACH SIDE
OF ALL OPENINGS. ,
POURED DOWNCELL TO BE AT EVERY GIRDER LOCATION AND REINFORCING BARS
SHALL BE AT ALL DBL. GIRDER TRUSSES
REINFORCING STEEL NOTES:
REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL,
ANCE WITH THE TYPICAL BENDING
CASTCRETE
RECAST LINTEL SCHEDULE
i-
x
C9
w
x
z
IELD ADDED REBAR AT TOP
1-v ,
:MU. BOND BEAM BLOCK
Roar
FIELD ADDED REBAR AT
BOTTOM
BUI IOM KHWOKUNG
PROVIDED IN LINTEL
F = FILLED WITH GROUT / U
= UNFILLED / S = SOLID
QUANTITY OF FIELD
ADDED R63ARATBOTrOM
OF LINTEL CAVITY
8F16 - 1B/1T
r
NOMINAL WIDhLI 1
NOMINAL HBGFrr--lI
QUA NTTTY OF FIELD
ADDED REBAR AT TOP
•
'-
•
�
I
NDMA"I
MARK
LENGTH
COMPOSITE BEAM
SAFE GRAVI
LOAD
Y
APPLIED GRAVITY
LOAD
SAFE UPLIFT LOAD
APPLIED UPLIFT
LOAD
LB-1
1T4"
8F281B/1T
1849
<200
754
<200
LB-2
4'-6"
8RF221B/1T
6639
478
4224
266
LB-3
4'-6"
8F241B/1T-
8672
<200
4043
<200
LB-4
4'-6"
SF241B/1T
8672
<200
4043
<200
LB-5
5'-4"
8F241B/1T
7342
<200
3607
<200
LB-6
5'-4"
8F241B/1T
7342
1040
3607
515
LB-7
10'-6"
8F241B/1T !,
2781
678
1458
292
LB-8
64'
8F24 1B/1T
7342
1155
3607
541
LB 9`
28'-0"
teeLintel251
PSbox8-16" 2B/2T
103
298
190
LB-10
7'-6"
8F241B/1T
5681
1786
2571
846
LB-11
3'-6"
8F241B/1T
8974
<200
5591
<200
LB-12
T-6"
8F24IWIT
8974
<200
5591
<200
LB-13
T-6"
8F24IWIT
8974
<200
5591
<200
LB-14
3'-6"
8F241B/1T
8974
<200
5591
<200
LB-15
T-6"
8F241B/1T !,
8974
1809
5591
892
LB-16
T-6"
8F241B/1T
5681
793
2571
346,
LB-17
4'-6"
8RF221B/1T
6639
629
4224
266
LB-18
4'-6" -
8F24 1B/1T
8672
<200
4043
<200
LB-19
6O
8F16 0B/1T I
2632
<200
2724
<200
LB-20
TWO
8F16 0B/1T
1254
<200
724
<200
LB-21
TWO
8F16 0B/1T
1254
358
724
303
SCALE, AND RUST AND PLACED IN ACCORD EL TO BE SUPPORTED ATY3 OF
DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DISTANCE OR A M N MU#12 TO BE RS STEEL LINTEL. STEEL M OF 72 HOURS AFTER CONC,! POUR
HORIZONTAL AND VERTICAL BARS SHALL LAP 60x BAR NO. SEE LAP SPLICE
SCHEDULE UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW.r '�
I I' CELL TO BE
TENSION LAP SPLICE SCHEDULE: i L_j FILLED AS PER
TYP WALL SECTION
PLAIN REINFORCEMENT
BAR NO
MASONRY SPLICE
LENGTH
OTHER THAN TOP BARS
TOP BARS
3000 PSI
4000 PSI
3000 PSI
4000 PSI
3
-
16"
16"
21"
18"
4
24"
22"
19"
28"
24"
6
30'
27"
28"
3S'
30"
6
38"
35"
31"
46'
40"
7
42"
48".
42"
63"
64"
PROVIDE CORNER BARS LAPPED AND TIED TO EACH BEAM REBAR, TYPICAL AT
ALL CORNERS, THESE CORNER BARS SHALL BE THE SAME SIZE AS
LONGITUDINAL BEAM BARS, SEE DETAILS FOR ADDITIONAL INFORMATION.
REINFORCEMENT SHALL BE CAREFULLY PLACED, RIGIDLY SUPPORTED AND, WELL
TIED WITH BAR SUPPORTS AND SPACERS.
REINFORCING STEEL IN FOOTINGS SHALL BE ASSEMBLED AS MATS WITH BARS
EQUALLY SPACED AND WIRED TOGETHER AT EACH INTERSECTION BEFORE
-
CONCRETE IS PLACED.
DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND
....NUMBER OE DOWELS AS. -VERTICAL BARS. ABOVE.:...
DOWEL SHALL BE HOOKED "L" AT BOTTOM AND SHALL BE LAPPED 36 BAR
DIAMETER WITH THE COLUMN OR WALL REINFORCING ABOVE.
Powers11 i
Ul DESII
WDICAUS HERMOF GROUT
HIOGHT017GOMPOSITIEUN
11 VARIES, SEE PLW AND
BCHEAULM
MASONRY WALL JY4"00"
SEE FLOOR PLAN INTERIOR BEARING
FOR DETAILS WALL SEE WALL
SECTION FOR DETAILS
TAPCONS 6"
rPnkA Tr1P 4I'ln 1: f T Rr
I O.U. IHLKL AFILK
INT. BEARING WALL
T� ASPHALT ROOFING ATTACHED
CONNECTION MFG. SPECS
AS PER MFG.'SPECS OVER (1) LAYER
OF 30 LB FELT OVER OVER 1%2"
PLYWOOD INSTALLED
CBS
"e ' _ es W/ 8d R O PRE—ENGINEERED
STAGGERED AND 2
CBS WALL DETAIL FASTENED TO PRE-ENGINEERED TRUSSES 5
ANK NAILS @ 4" O.C. @
SCALE: 3/4 - 1 0 EDGES AND 6" ON CENTER IN FIELD R-30 BATT.
INSULATION
SEE TYPICALI WA SECTION MTL. DRIP-
FOR ROOF ASS DETAILS EDGE
Y2" ANTI -SAGGING
OR 5/s" STANDARD
DRYWALL
MTL. STRAP SEE
STRAP SCHEDULE
FOR DETAILS
DBL. 2"x6"
TOP PLATE
Y2 DRYWALL
ZxIS" FIREBLOCK
SET @ MIDPOINT
OF WALL
2"x6" VERT. STUDS
@ 16" O.C.
Y2" ANTI -SAGGING OR
%" STANDARD DRYWALL
SIMPSON STRAP SP6
FASTENED W/ (6)
10dx1Y2" NAILS
- DOOR AND WINDOW
HEADERS TO BE 1/2"
CDX PLYWOOD BETWEEN
(2) NO. 2 2x12's AND
JAMB STUDS W/ 16d
FACE NAILS @ 12" O.C.
(1) STUD FOR
OPENINGS <6'
(2) STUDS FOR
OPENINGS 6' TO 10'
(3) STUDS FOR
OPENINGS 10' TO 16'
SEE NOTES FOR
OPENINGS >16'
Y2" DRYWALL
R-19 BATT INSUL. J
2"x6" SOLE PLATE
SIMPSON STRAP SP6
FASTENED W/ (6)
[IF
Y2"x10" TITEN
10dx%" NAILS
H.D. ANCHOR
@ 32" O.C.
WOOD BASE BOARD
FLOOR COVERING TO BE
FOUNDATION SEE
DETERMINED IN FIELD
SHEET S1 FOR
DETAILS
a
a_
c '
�.
am' a
INT. BEARING
ALL
DETAIL
SCALE:
3/4"_V--0"
2"x6"
FASCIA
2'-0"
4"x12" VENT OPENING
W/ RODENT SCREENING -
@ 6' O.C. MAX
STUCCO SOFFIT
STUCCO SIDING-
Y2" ANTI -SAGGING OR
5/s" STANDARD DRYWALL
MTL STRAP SEE STRAP
SCHEDULE FOR DETAILS
d DBL. COURSE OF BEAM
BLOCK W/ (1) #5 CONT.
REBAR W/ CORNER
BENDS FILLED W/ 3000
a o PSI CONC EA. COURSE
a
0
Y2" DRYWALL
#5 REBAR W/ 10" BEND
IN BEAM IN FILLED CELL
W/ 3000 PSI CONC. @
6'-0" O.C. MAX`
3'4" FUR STRIPS ON 1"
RIGID BOARD. GLUED TAPE
AND SEAMED TO BLOCK
SEE SHEET S1.0 FOR
FOOTER STEEL DETAILS
WOOD BASE BOARD,
FLOOR COVERING TO BE
DETERMINED IN FIELD
a`,� =mwziw. SEE SHEET S1 FOR
FOOTER DETAILS
G PCAL; WALL SECTION
SCALE: 3/4-1'-0"
CEILING BEAMPLAN SCALE Y4,5_1,_0„
Revisions:
No. Date Description
Drawn: Issue Date:
J.D. 06,11 .2019
I.C.E.D. Services LLC.
Independent Coordinators for
Engineering & Drafting Services ,
(352) 900-ICED Phone
Jdiaz@ICEDServices.com
Immummommommmmmm
Pi iNHr r
gp,.
NX
C M I G '
-CUSTOM HOMES^°.
Q..Isly I S.." I W...
Certified Residential
Contractor
FL#: CRC1331434
3310 SW Savona Blvd.
Port St. Lucie, FL.
954-353-0836 Office
954-304-3755 Mobile
Project:
3712 Tanager Place
Fort Pierce, FL
Jurisdiction: St. Lucie CO
Sheet Title:
Cieli'ng/Beam Plan
Sheet #:
S2._0
Engineer:
l v ,
Ed Shinskib, P.E '.- .
PE-47515
4707 Wild Turkey Rd.
Mims, FL. 32754
(321) 863-3223 phone
TO THE BEST OF MY KNOWLEDGE,
THIS STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE W1
SECTION 1609 OF THE 2017
FLORIDA BUILDING CODE 6TH ED.
Ed Shinskie, P.E.
FL P.E. No. 47515
SEE TYR WALL SECTIONS FOR
ROOFING SPECIFICATIONS
8D RINGSHANK NAILS @ 4" O.C.
METAL DRIP EDGE
I" X 6" CEDAR FASCIA
2" X 4" LADDER @ 24" O.C.
ATTACHED @ BOTH ENDS WITH (2)
16D NAILS EACH END
CONT. 2 X 4" SYP.OR BETTER 12" 0.H.
3/8" PLYWOOD ATTACHED W/ (3)
8D NAILS EVENLY SPACED @ EACH
LADDER
GABLE END TRUSS
"LADDERED" SOFFIT DETAIL
SCALE: 2"= I'
DGE BOARD TO ACCEPT HIP CATS (2 X 12 MAY NEED TO
IE
CUT T MATCH SLOPE. NAILI WITH 3-16d NAILS PER END
CATS SHALL BE
EHIP
CONTINUOUS TO RIDGE W/
2 16d AILS P R ENO
T. HIP GIRD
R TRUSS
----
u.
_...
:S
2"X4" CONTINUOUS BLOCKING REQUIRED
4' UP FROM ROOF EDGE, NAILED W/
2-16d ® EACH END. 1st SHEET ROW
FROM EDGES SHALL BE FULL 4'X 8'
SHEETS. ROOF SHEATHING NAILED 0
3"O.C. ON SUSFASCIA AND ® 4" O.C. ON
THE REMAINING EDGES.(BLOCKING MAY BE
INSTALLED ON THE FLAT OR ON EDGE.)
-81D NAILS @ 6" O.C.
-CONT. 2" X 4" SYR OR BETTER
I
WALL SUPPORT
i
HIP TRUSSES
NAIL HIP JACK TRUSSES W/
--TOP CHORD 2- #10 COMMON
BOTTOM CHORD 2-#10 COMMON
—SUB-FASCIA BOARD
ROOF SHEATHING TO BE
CARRIED OVER 2 SPANS
MINIMUM ® ALL LOCATIONS
WOOD TRUSSES:
ROOF /
IRUSSES
2X'4DIAGONAL
.
BRACING 0 4'0.C.
NAILED TO EACH
TRUSS -
W/2 416
4"X4" RATRUN FOR
DIAGONAL BRACING
112" MIN GYPSUM EXTENDING BACK 8'
DRYWALL GABLE END BRACING
ATTACH SHEATHING @ 6" O.C.
FIRST 3 TRUSSES
SEE LADDER SOFFIT DETAIL
27
L-BRACE AS
PER SCHEDULE
2-2' X 6" HEADER
PER SCHEDULE
2"X4 BLOCKING @ 4 O.C.
NAILED TO EACH
TRUSS W/2-16D
EXTEND BACK 8'
'.GABLE END SHEATHING
TO BE 112" CDX MIN. W'/
8D RINGSHANK NAILS
6" O.C. EDGES AND
12" O.C. FIELD TYR.
TRUSS ANCHOR
SFF SCHEDULE
GABLE END TRUSS BRACING CHART
TRUSS
HEIGHT
TYPICAL 2X4 L—BRACE NAILED TO
2X4 'VERTICALS—W/16D NAILS 8' O.C.
VERTICAL STUD
ON TRUSS
STUD
2'x6' HEADER
/
L-BRACE
2' X 4' DIAGONAL
BRACE TOE -NAILED
W/4-#16 TO
HEADER
L—BRACE
NOT
REQUIRED
0 T❑ 4'1'
L—BRACE
REQUIRED
4'2' TO T8'
L—BRACE
WITH
HEADER
7'8' TO 14'
GABLE HEADER SPACING
L-BRACE
WITH 2
HEADERS
14' TO 20'
1 HEADER PLACED AT CENTER
OF TRUSS HEIGHT
2 HEADERS PLACED AT 1/3 AND 2/3
OF TRUSS HEIGHT
NAIL END OF JACK
TRUSSES W
I
TOP CHORD 3-16d
COMMON '/
WOOD
TRUSSES TO BE DESIGNEDAND
FABRICATED IN ACCORDANCE WITH THE "NATIONAL
BOTTOM CHORD 3-16d
COMMON 16d NAIL HAS A MAXIMUM
DESIGN
SPECIFICATIONS FOR 'SDTRES§-GRADE
LUMBER AND IT FASTENINGS"' BY NFPA
LATERAL RESISTANCE OF
101 lbs.
TRUSS
DESIGN SHALL COMPLY
WITH TPI/WTCABCSI 1-03 "BUILDING COMPONENT SAFETY
INFORMATION GUIDE TO GOOD PRACTICE
FOR HANDLING, INSTALLING, &` BRACING OF METAL
JACK TRUSS
CONNECTION
PLATE
CONNECTED` WOOD TRUSSES"
AND TPI 1 02 "NATIONAL DESIGN STANDARD FOR '
HIP AND GIRDER TRUSSES
2"X4" CONTINUOUS BLOCKING REQUIRED
4' UP FROM ROOF .EDGE, NAILED W/
2-16D @ EACI-I END IST SHEETS FROM
EDGES SHALL BE FULL 4'X 8' SHEETS.
ROOF SHEATHING NAILED @ 3"O.C. ON
SUBFASCIA AND AT 4" O.C. ON THE
REMAINING EDGES.(BLOCKING MAY BE
PRE—ENG.
WIRE LATH
GABLE TRUSS
BLOCKING REQUIREMENTS
WIRE LATH SHALL BE ATTACHED ACCORDING TO ONE OF THE FOLLOWING
METHODS (FINAL METHOD TO BE DETERMINED IN FIELD):
1. DIAMOND —MESH EXPANDED METAL LATH, FLAT —RIB EXPANDED METAL
LATH AND WIRE LATH SHALL BE ATTACHED TO HORIZONTAL WOOD
FRAMING MEMBERS WITH U¢" ROOFING NAILS DRIVEN FLUSH WITH
PLASTER BASE. (ASTM 7.10.2.2)
2. EXPANDED %" RIB LATH SHALL BE ATTACHED TO HORIZONTAL WOOD
FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS
THAN 1-Y4" PENETRATION INTO WOOD FRAMING (ASTM 7.10.2.3)
WITH EITHER METHOD THE SPACING OF FASTENERS TO BE 7" O.C. ALONG
SUPPORTS AS PER ASTM 7.10.2.1
AS PER ASTM 7.10.2.4IF COMMON NAILS ARE USED THEY SHALL BE BENT
OVER TO ENGAGE NOT LESS THE `THREE STRANDS OF LATH, OR BE BENT_
OVER A RIB IF RIB LATH IS INSTALLED
METAL- P{ATE-CONNECTED W00 CONSTRUCTION
TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED
IN FLORIDA.
SEE NOTES FOR SHOP DRAWING6.
CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED
FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE
HOT -DIPPED GALVANIZED.
\�WALLSUPPORj
IN HIGHLY CORROSIVE ENVIRONMENTS, CONNECTOR PLATE-ASWELL AS THE HURRICANE
STRAPS AND ALL THE NAILS, SHALL BE HOT DIPPED GALVANIZED, TRIPLE ZINC S 185
COATED OR MADE OF STAINLESS STEEL
\ SUB FASCIA BOARD
HANDLING, ERECTION, AND BRACING QF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS
PLATE INSTITUTE RECOMMENDATIONS.
HURRICANE STRAPS' SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
CONNECTORS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES' SPECIFIED IN THE
ROOF SHEATHING TO BE
DRAWINGS REGARDING STEEL YIELD OR ULTIMATE STRENGTH, STEEL GRADE, DIMENSIONS
CARRIED BY 3 MEMBERS
(LENGTH AND WIDTH), NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS
MINIMUM
OR BOLTS. AND/OR DONUT HAVE THE SAME GENERAL SHAPE, WILL NOT: BE ACCEPTABLE.
THE CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING THE ROOF SAFELY IN PLACE IN
PLACE IN THE EVENT OF HIGH WINDS TRANSIENT LOADING CONDITIONS DURING
CONSTRUCTION ***FAILURE TO COMPLY WITH THESE PARAMETER WILL MAKE THE CONTRACTOR
ALL VALLEY TRUSSES SET OVER ROOF
SHEATHING AND SHALL BE ATTACHED
TO THE TRUSS BELOW W/ A SIMPSON
STRAP AS 'LISTED 1N THE STRAPSCHEDULE
IF NOT SPECIFIED BY TRUSS COMPANY
VALLEY CONNECTION DETAIL
SCALE: N.T.S.
SOLELY RESPONSIBLE FOR ANY AND ALL CONSEQUENTIAL DAMAGES CAUSED BIT THE
HORIZONTAL THRUST DEVELOPED BY THE ROOF FRAMING DUE TO SUPERIMPOSED LOADING
AND TRANSFERRED INTO THE EAMS' WALLS, AND COLUMNS.
CONTRACTOR SHALL SUBMIT SIG ED SEALED DRAWINGS OF ALTERNATE CONNECTION DETAILS
AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL.
THE ENGINEER AND ITS CONSULTANTS OR DESIGN PROFESSIONALS WILL NOT BE
RESPONSIBLE FOR ANY DAMAGE CAUSED AS A CONSEQUENCE OF TERMITE INFESTATION
THE LOCATIONS OF GIRDERS AND TRI SSES SHOWN ON THE ROOF FRAMING PLAN WERE
USED TO FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND BEAMS. THE CONTRACTOR SHALL
SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD
PRIOR TO FABRICATION.
THE TRUSS FABRICATOR SHALL ROV�DE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL
TRUSS AND A FULLY DIMENSIONED E ECTION PLAN SHOWING COMPONENT LAYOUT.
1� TS TRAPPING T n SCALE %g„-1,_�„
Revisions: j
No. Date Description
Drawn: Issue Date:
v . D. 06,11 , 2019
�t
I
1
i.C.E.D. Services LLC.
Independent Coordinators for
Engineering & Drafting Services
(352) 900-ICED Phone
JdiazglCEDServices.com
Builder.
lder.
XXXXX
XXXXXXX
XXXX
XXXXX
XXXXX
XXX-XXX-XXXX phone
XXX-XXX-XXXX fax
Project:
Single Family
Residence
3712 Tanager Place
Fort Pierce, FL
Jurisdiction: St. Lucie Co.
Sheet Title:
Truss Strapping Layout,
Roof Framing Details, &
Specifications
Sheet #:
S3.0
Engineer:
Ed Shmskie, P.E.
PE-4�515
4707 Wild Turkey Rd.
Mims, FL. 32754
(321) 863-3223 phone
TO THE BEST OF MY KNOWLEDGE,
THIS STRUCTURE HAS BEEN
DESIGNED IN ACCORDANCE W/
SECTION 1609 OF THE 2017
FRIDA BUILDING CODE 6TH ED.
1 e`
�t
Ed Shinskie, P.E.
FL P.E. No. 47515 E
Revisions:
No. Date Description
ELEGTRIGAL PLAN
ELECTRICAL NOTES:
1. PROVIDE AND WIRE ALL REQUIRED SMOKE DETECTORS
2. CONTRACTOR TO VERIFY LOCATION OF ELECTRICAL SERVICE AND PROVIDER
3. ALL PADDLE FANS SHALL BE ON A RHE05TA7
4. RECE55ED CANS TO BE INSTALLED PER NFPA REQUIREMENTS
5. ALL ELEGTRIGAL DEVICES, APPLIANCES, A/C EQUIPMENT, PANELS, ETC... TO BE INSTALLED ABOVE THE MINIMUM
FLOOD ZONE HEIGHT REQUIREMENT
b. ALL BRANCH CIRCUITS THAT SUPPLY 125V SINGLE PHASE 15 AMP OR 20 AMP OUTLETS SHALL BE PROTECTED BY
AN ARG-FAULT CIRCUIT BREAKER
-7. TAMPER RESISTANT AFGI RECEPTACLES TO BE 6FI PROTECTED
9. ALL EXTERIOR OUTLETS TO BE HPI&H PROTECTED
10. A/G RETURN AIR BALANCE MUST COMPLY WITH F.B.G. MECHANICAL 2011 ED. AND CURRENT VERSION OF ANY
SUPPLEMENTS TO THE 2011 EA
II. AIG REFRIGERANT LINES THAT ARE RUN THRU 5LAB5 MUST BE SLEEVED IN PVC,
12. ALL A/C EQUIPMENT SHALL BE 15 SEER
13. PROVIDE DISCONNECTS AT ALL APPLIANCES (HATER HEATER, A/C UNITS, AND ALL OTHER EQUIPMENT AS
REQUIRED BY N.E.C)
14."DUCTS IN GARAGE SHALL BE METAL OR I" THICK MINIMUM RIGID NONMETALLIC CLA55 O OR GLA55 I DUCT
OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS IN THE 6ARA6E
15. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOGATION5:
A) IN EACH 5LEEPIN6 ROOM
B) OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VIGINITY OF THE BEDROOMS
'G) ON EACH ADDITIONAL STORY OF THE DHELLIN6
** ALL SMOKE ALARMS SHALL BE INTERCONNECTED AND HARDWIRED **
PER F.B.G. R3132.1 HHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, HHEN A 5LEEPIN&
ROOM 15 ADDED OR CREATED IN EXI5TIN6 DWELLINGS THE UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS A5
REQUIRED FOR NEH DWELLIN65. THE SMOKE ALARMS SHALL BE HARD HIRED AND INTERCONNECTED.
16. GARAGE 6FGI AND ALL EXTERIOR WIC7FGI TO BE ON SEPARATED CIRCUITS
17. ELECTRICAL SYSTEM TO INCLUDE THE INTERSYSTEM BONDING TERMINATION POINT (TWIST LOCK) PER
FBC-R 201-7 E36O9.3
15. NEC, 210.12(3) -"ALL BRANCH CIRCUIT IN KITCHENS, FAMLY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOM5, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR
ROOMS SHALL BE PROTECTED BY A LISTED ARG-FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO
PROVIDE PROTECTION OF THE BRANCH GIRGUIT." IN ADDITION TO AFGI PROTECTION NOTED ABOVE KITGHEN, AND
GARAGE CIRCUITS SHALL BE 6FGI PROTECTED
1/U A/C DISCONNECT
JLXN BREAKER
PANEL #1
200
AMP 200 AMPS
.
METER
® Em Em
2" UG
W/PARALLEL IN 2" CONDUIT
LUGS 4/0 LYCONDUJIT
COPPER
TO FP&L TRANS. (2) 1/0 Cu + (1) 2/0 NEUT.
SCHEDULE 80 (2) 4/0 TO METER LEGS
RCOPPER
RISER
(1) 3/0
COPPER
GRND #2 COPPER
SERVICE ENTRY AND PANEL
N TS
ELECTRICAL SCHEDULE
SYMBOL DESCRIPTION � 1
SINGLE POLE SWITCH
$3 3 WAY SWITCH i S
4 WAY SWITCH i
$D M DIMER SWITCH '
Q I i
110V OUTLET
Vf
�1�
110V HALF HOT OUTLET
$220V 220V OUTLET \` t
it WALL/ COUNTERTOP OUTLET
d) DEDICATED OUTLET
T PHONE OUTLET
4 CABLE OUTLET
CEILING MOUNT FIXTURE
WALL MOUNT FIXTURE
0 RECESSED CAN FIXTURE
® AIMABLE RECESSED CAN FIXTURE
® EXHAUST FAN
EXHAUST FAN WITH LIGHT
FLUORESCENT FIXTURE
I---r OVER OR UNDER COUNTER LIGHT
i I
a GARBAGE DISPOSAL
4G GARAGE DOOR OPENER r
i
4DB DOOR BELL
® DOOR CHIME
SQ SMOKE DETECTOR
i
r® MOTION DETECTOR
LJ
DISCONNECT SWITCH
i 1=� Ott I
® STEP LIGHT I+
ELECTRICAL METER
p ELECTRICAL PANEL
CEILING FAN CEILING FAN
W/ LIGHT
NOTES/ ABBREVIATIONS° r
VP VAPOR PROOF
WP WATERPROOF
GFI GROUND FAULT INTERCEPTOR
GD GARBAGE DISPOSAL
1) ALL OUTLETS IN KITCHEN; GARAGE, AND BATHS
TO BE G.F.I.
2) BEDROOM OUTLETS TO BE ARC FAULT PROTECTED
(AFCI)
3) ALL RECESSED CANS TO BE INSULATED
4) ALL LIGHTING TO BE LED OR COMPACT
FLUORESCENT(CFL) —11
Drawn: Issue Date:
J.D. 06.12.2019
I.C.E.D. Services LLC.
Independent Coordinators for
Engineering & Drafting Services
(352) 900-ICED Phone
Jd i az@ rC E D Servi ces. co m
,-,.. ,-,.__.
%'
UMMINGS'
CUSTOM HOMES°--
Q'i"ip € $..It 1 01..
Certified Residential
Contractor
FL#: CRC1331434
3712 Tanager Place
Fort Pierce, FL
Jurisdiction: St. Lucie Co
mommommmmommmmm
Sheet Title:
Electrical Layout
Sheet #:
E1.0
Engineer: