SEMINOLE 1385 GENERAL DESIGN CRITERIA: ROOFING:
Codes: 1 . Roofing shall comply with 2001 FBC Chapter 15.
2001 Florida Building Code, ASCE 7-98, ACI, ATIC, NDS, AWPA, APA, (Latest addition U.O.N).
2. Asphalt shingles shall be designed for the applicable wind zone of the structure.
GENERAL NOTES: 3. Follow the manufacturers attachment schedule for the wind zone of the structure.
1 . It is the intent of the Engineer of Record that this work be in conformance with all requirements of the authorities
having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means 4. Asphalt shingles shall comply with ASTM D 3161 .1
and methods of constructing and shall do their work in conformance with all applicable codes and regulations. Z
MASONRY:
2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work.
1 . All masonry work shall be in accordance with ACI 530 / ASCE 5/ TIVIS 402 Masonry Building Code.
3. Contractor shall supply, locate and build into the work all inserts, anchors, angles, plates, openings,
sleeves, hangers, slab depressions, and pitches as may be required to attach and accommodate other work. 2. Concrete masonry units shall be ASTM C90-75, Hollow Load-Bearing Concrete Masonry Units, Type 1 ,
Grade N-1 , normal weight, with a minimum compressive strength of 2000 psi (f m=1 500psi).
4. These documents, as instruments of service are the property of the Engineer of Record and may not be used or reproduced
without expressed written consent of the Engineer of Record. 3. Mortar shall conform to ASTM C270 and be of Type S.
5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any 4. Grout when specified. shall conform to ASTM C 476 with minimum 28 day compressive strength of 2000psi. Z
similar situation elsewhere in the work except where a different detail is shown. I
Grout shall be mixed to provide a slump between 8" to 11' .
6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation 5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings.
and soil compacting specified in the soil report shall be followed unless additional more stringent requirements are
specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available Lintels shall be of sufficient size and reinforcement for the given span loading conditions. 0 Z
to the contractor. I a. W
FRAMING: ox (J
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7. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building W 0
and its component parts during erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified
by the plans and specifications.
8. Temporary bracing:
Contractors shall be responsible for all temporary bracing that is required during construction 2. All wood framing shall be fabricated and installed per ALTC, TPI, and National Design
to keep structure safe and plumb until the entire structure is in place. Bracing Specifications for Wood Construction.
shown on structural drawings is for the completed structure only.
9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. 3. All framing anchors and connectors noted on drawings shall be manufactured by Simpson or equal.
Contractor shall report any differing conditions to the Engineer of Record prior to commencing work. 4. All wood members exposed to weather or in contact with masonry, concrete or soil shall be pressure-treated.
CONSTRUCTION NOTES: 5. Contractor shall provide all fastening devices necessary and suited for each application.
CONCRETE: Fastening subject to moisture shall be hot-dip galvanized to ASTM 153-80.
6. All metal connections and fabrications shall comply with A.I.S.C. specifications. Q0
1 . All concrete shall have the following minimum compressive strength at 28 days: Cn
slab on grade, ------------------------------------fc=2500psi 7. Prefabricated structural trusses shall comply with NFPA National Design Specifications for
footings and remaining concrete Wood Construction, IPI Design Specifications for Metal Plate Connected Wood Trusses, and AITC 100. C*4 LO N
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2. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor T-
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barrier. Such slabs shall be reinforced with 6x6 W1 .4 x 1 .4 WWM lapped 8" at edges and ends in conformance with ASTM-A 185, or 8. All trusses shall be designed and certified by Truss Manufacturers registered Engineer. U) 11- %.--,
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Fiber mesh Reinforcement shall be used with minimum 2" fiber length at 1 LB/CY complying with ASTM C 1116. 0 Ld CU
9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at Z _J U-
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3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a end reactions of all girder trusses. W >- >
density of at least 95% of Modified Proctor Maximum Dry Density (ASTM D1 557). Fill shall be treated with termite 0- LU Z a
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10. Truss manufacturer shall submit shop drawings and design notes with an engineers seal for approval. U- C/) I
poison before slab is placed. CD
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Design notes to include the rated load capacity of the truss to truss connectors, and manufacturers license < () 00
4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95 % of Modified Proctor Maximum to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and = < ---%
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Dry Density (ASTM D1 557) for a depth of at least two feet. (2') below the bottom of the footing. installation drawings showing size, shape and layout. C)
5. Where shown, cores of block masonry shall be filled with coarse grout or pea
gravel concrete with minimum compressive strength of 2500 psi at 28 days. 11 . Bracing of trusses during erection installation shall comply with TPI HIB 91 . a-
6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet steel 12. All prefabricated wood trusses shall be securely fastened to their supporting walls or beams with
conforming to AC1301 , AC1315, AC1318 and CRSI Manual of Standard Practice, hurricane clips or anchors as noted in the Truss Connector Schedule.
(latest editions).
13. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling.
7. All continuous vertical and horizontal reinforcing steel in footings, beams and
columns shall be lap spliced a minimum of 36 bar diameters or 24", whichever is greater. STEEL:
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8. The following minimum concrete cover shall be provided for reinforcement: 1 . Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings,
311--------------Concrete cast against and permanently exposed to earth. (latest editions).
211--------------Concrete exposed to earth or weather, #6 Bar and larger. P R GO�*�i;
1 1/2-----------Concrete exposed to earth or weather, #5 Bar and smaller.
a. Welded connections---------------------------- AWS D1 .1 9 U6.'N" .
1 1/2-----------Concrete not exposed to weather or in contact with earth for the primary reinforcement, b. Anchor bolts & threaded rods----- ------ ASTM-A-307 * DO NOT SCALE
ties, stirrups, and spirals in beams and columns. c. Structural steel shapes, plates, etc. shall conform ------ ASTM A-36 THIS DRAW.' ING
RELEASE DATE:
9. Horizontal beam and footing bars shall be bent 25" around corners or corner bars with a minimum 25" 03-25-03
lap. (U.O.N.) REVISION DATE:
10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. 08-21-03
Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. DRAWN BY:
11 . All reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concrete CF
structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings. CHECKED BY:
12. All concrete work shall be in accordance with "The Building Code Requirements for Structural Concrete" DJM 11
ACI 318 (latest edition), and "Specifications for Structural Concrete for Buildings" ACI 301 (latest edition). SHEET:
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