1436 LINKSIDE DR - DECK DRAWINGS T-TGENERAL NOTES: All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG
DESIGN SPECIFICATIONS: 8'
1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with ENGINEERING, INC.
Project has been designed in accordance with the 5th Edition(2014)Florid Building Architectural,civil(site),electrical,mechanical(plumbing and HVAC),waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, = 11481 OLD ST.AUGUSTINE RD.,SUITE#202
Code, Residential,and the Florida Building Code, Existing Building(as applicable). and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of 2'to 2"nt shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL.32258
complying with ASTM C 1116. The dosage amouw P:904.886.2401 F:904.260.4367
DESIGN CRITERIA: 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations. m www.HuisbergEngineerng.com
conformance with all requirements of the authorities having jurisdiction over this type FLORIDA C A NUMBER 25846
Wind Design Method ASCE 7-10 of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and
Basic Wind Speed: 130 mph other deleterious material.Structural fill shall be compacted to a density of at least
ethods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Termite protection
Building Risk Category: II 3. The contractor is responsible for the means and m
B Enclosed Structure) le responsibility to determine the procedure,sequence,and temporary shall be provided in accordance with applicable code requirements. If soil treatment s >,
Wind Exposure: ( contractor's so p tY +
Building Classification: Residential bracing as to insure the safety of the building and its component parts during is used,the treatment shall be done after all excavation,backfilling,and compaction
Building Type: Type V Construction construction. is completed.
Wind Borne Debris: NOT located in the wind-borne debris region
4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be ^,� ' 4
Unless otherwise noted,project site considerations shall be the responsibility of the commencing work. compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density
owner and/or contractor. Examples of such items include,but shall not b limited to, (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. ;0 ••
determination of grade elevations,drainage features, and special requirements 5. The contractor shall supply, locate,and build into the work all inserts,anchors, angles, a� =Q` �e r' ,•'• �`�
associated with FEMA flood hazard and/or DEP zones. plates,openings,sleeves, hangers,slab depressions,or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement: a 4at�, " •,•®' 02ti`'
3" Concrete cast against and permanently exposed to earth o �,k� •,1; C,,. S SON,PE
DESIGN DEAD LOADS: 2" Concrete exposed to earth or weather g"fid+a '
+�++:a.�aa�E� No.50791
required to attach and accommodate other work.
6. All details and sections shown on the structural drawings are intended to be typical 1 '/2'Concrete not exposed to earth or weather n COMMENTS:
Floors: and shall be construed to apply to any similar situation elsewhere In the work except
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following
wood subflooring over wood truss,wood 1-joist,or solid sawn lumber fra ing. The floor minimum lengths:
covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shall be 7 Refer to the structural drawings for all structural details and sections. The contractor #4 bars: 21"minimum a
notified if the floor coverings differ from the noted assumptions shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26"minimum
drawings and any drawings prepared by others prior to commencing work. #6 bars: 32"minimum €
s
Roofs:
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) g. It is the owner's and/or contractor's responsibility to obtain a soils Pxploration report. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used.
Concrete or Clay Tile: 15 psf The design of the project structure assumes an allowable soil bearing capacity of E
Refer to Architectural Plans for Roof Covering System 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support
noted assumptions. All requirements for site preparation and soil ,.ompaction reinforcing steel.Support items which bear on exposed concrete surfaces shall have
DESIGN LIVE LOADS: specified in the soils report shall be followed unless more stringer;requirements are ends which are plastic tipped or stainless steel.
specified in these plans. o
Floors:
MASONRY: -
Exterior Balconies: 40 psf CONCRETE:
Exterior Decks: 40 psf General:
Stairs: 40 psf(or 300 Ib point load) 1. All concrete work shall be in accordance with"Building Code Regsirements for 3
Garages: 50 psf(or 2000 Ib point load) Structural Concrete,"ACI 318-11,and"Specification for Structural C,oncrete,"ACI 301 1. All masonry work shall be in accordance with"Building Code Requirements for
Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI
All Other Areas: 40 psf
2. All concrete shall have the following minimum compressive strength at 28 days: 530.1-11
Attics: Slabs on grade,footings,and mist.concrete: fc=2500psi
Without Storage: 10 psf Structural slabs,walls,beams and columns: fc=3000psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of
With Limited Storage: 20 psf Designated radon zones only-all concrete: fc=3000psi 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11".
With Storage: 30 psf(fixed stair access) R
3. Cement shall conform to"Specification for Portland Cement"(AS fivl C150) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used
Roofs: in brick veneer. m CLIENT:
Less than 4:12 slope: 20 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates'(ASTM C33) PRATT GUYS
4:12 slope or greater: 16 psf 4. The contractor shall be responsible for the design and installation of all flashing.
5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic -
DEFLECTION CRITERIA: material or other substances that are deleterious to concrete or ste-ei reinforcement. Concrete Masonry(CMU): PROJECT:
ESPARZA
Walls: 6 Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1. Concrete masonry units(CMU)shall be ASTM C90-11B,Hollow Load-Bearing o 1436 LINKSIDE DRIVE
Wind loads with plaster or stucco finish: L/360 structural drawings.All reinforcing details shall conform to"Details and Detailing of Concrete Masonry Units, normal weight,with a minimum compressive strength of JOB NUMBER: COUNTY:
_Wind loads with other brittle finishes: L/240 Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 1900 psi(fm=1500 psi). -
Wind loads with flexible finishes: L/120 or U180* drawings. $ SCALE:
* 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following c )/8"=1'-0"(U.O.N.)
U180 for exterior walls with interior gypsum board finish.
Floors: 7. Tolerances for foundation and slab alignment as well as placemer;tof reinforcement minimum lengths: DO NOT SCALE THIS DRAWING
Live Load: L/480* shall be in accordance with"Standard Tolerances for Concrete Construction and #4 bars: 20"minimum y RELEASE DATE:
08-02-17
REwslorls
Total Load: L/240* Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. #5 bars: 25"minimum
* a
Increased floor stiffness may be required by floor covering manufacturer #6 bars: 30"minimum
3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts.
Roofs:
Live Load: L/240 DRAWN BY:
Total Load: L/180 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall BTC
height exceeds 5'-0". a CHECKED BY: FSS
5. Beam reinforcement shall be continuous across control joints. TITLE:
GENERAL NOTES
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Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: LJL SB ERG
2-ply beams with(3)rows of 0.131"x3 Yd'nails @ 12"o.c.
1• Brick shall conform to ASTM C62,C216,or C652 for Building Brick,Facing Brick,and 3-ply beams with(3)rows of 0.131"x3'/<"nails @ 8"o.c.(each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ENGINEERING, INC.
Hollow Brick, respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6%"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's
requirements. 11481 OLD ST.AUGUSTINE RD.,SUITE#202
JACKSONVILLE,FL.32258
2. Brick veneer shall be anchored with approved ties spaced no more than 16'o.c. STRUCTURAL STEEL: - P:904.886.2401 F:904.260.4367
vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall www.HulsbergEngineering.com
openings greater than 16"in either direction,and shall be spaced no more han 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and FLORIDA C.A.NUMBER:25846
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions).
a.Welded Connections: AWS D1.1
3• Strand wire veneer ties shall not be less in thickness than No.9 gage wire ind shall b.Structural Steel plates: ASTM A36(Fy=36 ksi)or ASTM A572(Fy=50 ksi) E p
have a hook embedded in the mortar joint. Sheet metal ties shall not be le s than No. c.Structural Steel W-shapes: ASTM A992(Fy=50 ksi) WIND PRESSURES ON WINDOWS, DOORS & ?f
22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nail d.Structural Steel Angles and Channels: ASTM A572(Fy=50 ksi) SOFFITS (pSf)
Adjustable or strand wire veneer ties shall be used at CMU walls. e.Structural Steel Rectangular HSS or Tubes: ASTM A500(Fy=50 ksi)
f. Structural Steel Round HSS or Pipe: ASTM A500(Fy=46 ksi)or �d '
4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for ASTM A53(Fy=35 ksi) AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4)
supporting brick veneer over openings. This angle will not be required for rched
windows where brick is self-supporting. If the length of the opening excee s 6'-0"then Pos Neg Pos Neg
pp 9• 9 s P 9 2. All structural steel connections and fabrications shall comply with AlSC specifications. r , -�
the steel angle shall be attached to the wood framing with/$'x 3"lag scre s @ 12"
0 to 20 sf 18.3 -24.5 18.3 -19.8 G,�a •
o.c.or Simpson Y4"x 3"SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. s,f 08 0 •��•'
20.1 to 50 sf 17.5 -22.8 17.5 -19.1 ®, j
50.1 to 100 sf 16.4 20.6 16.4 -18.0 m r aF# 6- ps
WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes _ ,;t^ 5
shall not be used.
100.1 to 200 sf 15.5 -19.1 15.5 -17.1
1. All wood framing has been designed in accordance with"National Design Specificatior 200.1 to 500 sf 14.7 -17.4114.7 -16.3
(NDS)for Wood Construction,"2012 edition. 5. Bolts shall be installed to the"snug-tight"condition-u.o.n. Soffit Design Pressure 18.3 -24.51 18.3 -19.8
Base Design Pressure 15.50 GCpi=t0.18
2. Southern Yellow Pine member design incorporates design values for all Sizes and 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior
grades of visually graded Southern Yellow Pine dimension lumber per"Sur 1plement to painting,steelwork shall be cleaned per SSPC SP-6"Commerc'al Blast Cleaning".
No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"pu lished by
the Southern Pine Inspection Bureau(SPIE). 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel
surfaces exposed and visible to the exterior of the structure. _
3. All wood members exposed to weather or in contact with masonry,concrete or soil
shall be treated with an appropriate preservative suitable for the exposure onditions. 8. Field touch-up after installation where required to restore final finish.
4. If ACQ treatment is used on any wood member,then all nailing shall requim HARDWARE AND ANCHORS:
hot-dipped galvanized nails meeting ASTM A153,Class C,or ASTM B695 Class 50. SCOPE OF NEW WORK
If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, CONSISTS OF OPEN
United Steel Products(USP), or Engineer approved equal. STRUCTURE
5. Prefabricated wood trusses shall comply with NDS and"National Design S andard for
Metal Plate Connected Wood Truss Construction(TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
F1554,Grade 36.
6. All trusses shall be designed by the Truss Manufacturer's registered Engineer.
3. All metal connectors and hardware which are exposed to the exterior or in contact
7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per s
registered Engineers seal for approval. Design notes shall include the rated load ASTM A153,Class C,or ASTM 8695,Class 50.
capacity of the truss to truss connectors,and the manufacturer's license to fabricate
trusses utilizing the connector system proposed.The contractor shall approve 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with
fabrication and installation drawings showing size,shape and layout. Florida Product Approval)and installed according to the manufacturer's instructions.
Holes shall be cleaned of all debris and brushed out prior to installation of anchor -
m CLIENT:
8. Jobsite handling and erection, including temporary bracing,during installation of adhesive. PRATT GUYS
trusses shall comply with TPI/WTCA BCSI 1.
ROOF COVERING:
9. All prefabricated wood trusses subjected to uplift conditions shall be secur ly fastened m PROJECT:
to their supporting walls or beams with metal connectors as noted in the Tiuss 1. The contractor shall be responsible for the design and installation of the roof covering s ESPARZA
Connection Schedule. system. 1436 LINKSIDE DRIVE
10. All gable ends shall be balloon framed or braced in accordance with the al plicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the m JOB NUMBER:17.1107 ICIINTI:DUVAL
detail as shown in the structural drawings. manufacturer's requirements. s SCALE:
11. Guardrails,handrails,and guard in-fill components(Balusters and Panel F Ilers)shall 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation DO NOT SCALE THIS DRAWING
be provided by others. Manual,"and the manufacturer's requirements. d RELEASE DATE:
08-02-17
12. Engineered lumber(LVL, Parallam or LSL)shall meet the following minimt m material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according a REVISIONS:
specifications: to the manufacturer's requirements.
LVL or Parallam LSL _
E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing DRAWN BY:
Fb=2,600 psi Fb=2,325 psi and valley material. BTC
Fc=750 psi Fc=900 psi a CHECKED BY: FSS
Fv=285 psi Fv=310 psi
TITLE:
GENERAL NOTES
SHEET 2 of 2
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