BEACH 2077 (2) REVISIONS BY
GENERAL DESIGN CRITERIA :
CONSTRUCTION NOTES: code: 2001 Florida Building Code w/amended 2003, A5CE 7-98. ACI. RTIC, NDS. AWPA.
APA.
CONCRETE: ( Latest Edition). Single Family Residential R 3, Building type 2..
1. All concrete shall have the following minimum compressive strength at 28 days: GENERAL NOTES : 4
slab on grade,footings--------------------f c=2500psi
Remaining concrete------------------------fic=3000psi I. It i5 the intent of the Designer that this work be in conformance with all requirements of the
2. All concrete slabs on grade shall be thickness as indicated on the drawings over minimum Authorities having jurisdiction over this type of construction and occupancy. All contractors
shall do their work. _
.006 mil. polyethylene (visqueen) vapor barrier. Such slabs shall be reinforced with 2.The contractor shall verify all conditions and dimensions at the job site prior to commencing
6"x6"#10 x 10 wwm lapped 8"at edges and ends in conformance with ASTM-A 185 or p g
Fiber•mesh Reinforcement with minimum 2"fiber length at 1 LB/CY complying with A5TM C1116. work.
3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. 3. Contractor shall supply, locate and build into the work all inserts,anchors, angles, plates,
Fill shall be compacted to a density of at least 95%of Modified Proctor Maximum Dry openings, sleeves, hangers, slab depressions,and pitches as may be required to attach and I
accommodate other work.
Density(A5TMD1557). Fill shall be treated with termite poison before slab i5 placed. 4. These documents, as instruments of service are the property of the Designer and may not be -
4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at least
95%of Modified Proctor Maximum Dry Density (A5TMD1557)for a depth of at least two feet used or reproduced without expressed written consent of the Designer.
5. All details and sections shown on the drawings are intended to be typical and shall be '
(2') below the bottom of the footing.
5. Where shown, cores of block masonry shall be filled with coarse grout or pea gravel concrete construed to apply to any similar situation elsewhere in the work except where a different
detail is Shown,
With minimum compressive strength of 2500 psi at 28 days. 6. The owner will provide contractor with a soil investigation report,and analysis. All re ulre-
6. Reinforcing steel shall be ASTMA-615 Grade 40 deformed new billet steel conforming to mento for site preparation and soil compaction specified in the soil report shall be followed
ACI301, ACI315, ACI318 and CR51 Manual of Standard Practice. (latest edition). p
7. All continuous vertical and horizontal reinforcing steel in footings, beams and columns shall be unless additional more stringent requirements are specified. Notify Designer if foundation
Conditions encountered differ from soil exploration information made available to the I
lap spliced a minimum of 36 bar diameters or 24", whichever is greater. contractor.
8. The following minimum concrete cover shall be provided for reinforcement: 7, It Is the contractor's sole responsibility to determine erection procedure and se
3" sequence to
p-----Concrete cast against and permanently exposed to earth. q N
insure the safety of the building and its component parts during erection. i M
2"-----Concrete exposed to earth or weather,#61!3ar and larger. 8. Temporary bracing:
2"-----Concrete exposed to earth or weather, #5Bar and smaller. a $;
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V2"-----Concrete
Contractors shall be responsible for all temporary bracing that is required during � o
1 /z"-----Concrete not exposed to weather or in contact with earth for the primary q 9 U v�
construction to keep structure safe and plumb until the entire structure is in place. Bracing
reinforcement,ties, stirrups and spinals in beams and columns. shown on structural drawings is for the completed structure only.
9. Horizontal beam and footirig bars shall be bent 25"around corners or corner bars with 9. Verify all dimensions prior to fabrication and construction.
25" la shall be provided.
p p 10. 5ubsurface soil condition information is not available. Foundations are designed for a 2000 A
10. Contractor shall provide spacers, chains, bolster,etc. necessary to support reinforcing steel 9
5u ort items which bear on exposed concrete surfaces shall have ends which are plastic psf soil bearing capacity. Contractor shall report any differing conditions to the Engineer of
pp p p Record prior to commencing work.
tipped or stainless steel: � � � � •
11. All reinforcing details shall conform to Manual of Standard Practice for detailing reinforced r
concrete structures ACI 315 (latest edition), unless detailed otherwise on the structural s a q
Drawings- � Z D � a
12. All Concrete work shall be in accordance with "the building code requirements for concrete" rA cg
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ACI 318 (latest edition), and "specifications for structural concrete for buildings"ACI 301. T - c� pq
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.
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ROOFING: t
Ent
C+ N U V1 �i 00
1. Roofing shall comply with 2001 FBC as amended 2003, Chapter 15. o/
2. Asphalt shingles shall be designed for wind zone of the structure. �� t • s 2� /3''w _
3. Follow the manufacture's attachment schedule for the wind zone of the structure. ,- c0) r Drainage will not be 50 04 --
4. Asphalt shingles shall comply with A5TM D 3161. �Cr��/ "c7 cusw.� U effective by this project ' IY
5.Tile shingles shall comply with (Class A) ASTM E108
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MASONRY: One Palm Tree
------
1. All mason work shall be in accordance with ACI 530 /A5CE 5/TM5 402 Removal-
Y1/ :r!'-^'1 fir. . -••R .r(. e..►
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2. Concrete masonry units shall be A5TMC90-75, hollow load-bearing Concrete Masonry Units, t; = �� "f_ �"
Type 1, Grade N-1, normal weight, with a minimum compressive strength of 2000 psi -------------
r
f m=1350 of ✓r^./ :� I
3. Mortar shall conform to A5TMC270 and be oft e M or 5. ` � )AcK5olrv�Lt� Y . - ar.
type Fr.�r r. '_I
4. Horizontal masonry joint reinforcement shall be galvanized truss-type with 6" lap at all
Rte-- �, Atlantic �I/
splices and placed at every other block course, maximum 16"o.c• B ,EiyST >Dtack
5. Provide pre cast concrete lintels over all openings unless noted otherwise on drawings. `` - =- `` "c1Q1 -_
Lintels shall be of sufficient size and reinforcement for the given span loading conditions. _ u t r nFIrl
FRAMING: 1�rd..
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1. Chapter 23 of the 2002 FDC building code Shall be used for all wood framing, except as modi- :-;•:' ,, `�=� �. �`, �; € g i - -�r+ - pIn4
fied by the lana and specifications. _ F` �- , ie dra € lot
2. All wood framing shall be fabricated and installed per ALTC and TPI and Val
National Design WEt:c Q C
Specifications for Wood Construction. '�a,t,^r:noAbbeyFlarmaPark
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3. All framing anchors and connectors, noted on drawings by Simpson or equal. B.JackSOmiNeAirNotionglGuard ,��'�
7_JuJ:somrlllo Imemmlanal Airport • I
4. All wood members exposed to weather or in contact with masonry concrete or soil shall be
S. aNavvalA;rStalion e �;] _
15.Little Talbot Island State park
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_ pressure-treated. 11-Maym,AlmmlSratian _
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5. Contractor shall provide all fastening devices necessary and suited for each application. - � • • � - - - - - --------- '
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Fastening subject to moisture shall be hot-dip galvanized to A5TM153-80. -
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6. All metal connections and fabrications shall comply with A.I.5.C. specificatioVs.
7. Solid block all joist and rafters at point of support.
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8. Prefabricated structural trusses shall comply with NFPA National Design 5pecifications for' �➢ �
Wood Crpnstruction IPI Design 5pecificaitons for Metal Plate Connected Wood Trusses and
AITC 100. _ I
FILE+ R- 856
REF
9. AIT trusses shall be designed and certified by Truss Manufacturer s registered Engineer. \ `� '
10!Contractor shall correlate with truss manufacturer to ensure adequate bearing is provided
at end reactions of all girder trusses.
11. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal ( i 'X�
• For approval. Design notes to include the rated load capacity of the truss to truss
connectors, and manufacturer's license to fabricate trusses utilizing the connector
system
proposed. The contractor shall approve fabrication and installation drawings showing size,
shape and layout.
12. Brace trusses during erection and permanent installation to comply with TPI BWT-76.
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13. All prefabricated wood trusses shall be securely fastened to their supporting walls or ' I �'J '
A-
beam with hurricane clips or anchors. , -'s I'(C Ta
14. At volume ceiling conditions,align trusses to provide a smooth, unbroken interior wall -T
surface from
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floor t0 ceiling. � I ��. DRAWN
STEEL: f%� CHECKED
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1. Structural Steel shall conform tp AISC specifications for design and fabrication and erection _ .... ._ ._ _ . •
DATE
of structural steel for building. (latest edition). .
,51 E h:cG�S - Sc.der
A. Welded c0nmict4ons-------------------------------- AW5 01.1
---------- SCALE
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�. Anchor bolts------------------------ -------------------------ASTM-A-307 -
as Ko-r
C. 5tructural steel shapes,plates, etc, shall conform-------A5TM A-36 i
JOB NO.
#44 427
RO O F 8& SITE PLAN SHEET
SCALE: 111= 10' SCALE 1" = 20'".
OF SHEETS
NATIONAL PRINTFAST NO.186A-2406 eon