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<br />SITE WORK GENERAL CODES ®SHEET NOTES
<br />01 SOIL BEARING VALUES. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR
<br />ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS
<br />AND SLABS ARE DESIGNED TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE
<br />SOILS. A CERTIFIED SOILS ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE
<br />WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT
<br />FOOTINGS SHOWN HERE ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR
<br />REVISED DESIGNS.
<br />02 THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE
<br />UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED
<br />AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL,
<br />STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY
<br />COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES, THE GENERAL
<br />CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY.
<br />03 REFER TO CIVIL ENGINEERS SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES,
<br />FLOOR ELEVATIONS, UTILITIES, DRAINAGE, ETC.
<br />04 REFER TO LANDSCAPE ARCHITECT AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL
<br />DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES,
<br />ETC.
<br />05 CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL
<br />NOT BE LESS THAN 6 INCHES, (U.N.O.)
<br />u
<br />1 I Zo
<br />2
<br />. Column Detail
<br />01
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY
<br />FLORIDA BUILDING CODE - BULIDING 2007 W/ APPLICABLE SUPPLEMENTS
<br />A REFER TO POOL DRAWINGS FOR POOL DECK
<br />ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO
<br />FLORIDA FIRE PREVENTION CODE 2007 EDITION
<br />PROCEEDING WITH THE WORK.
<br />B APPLY CLEAR SEALANT TO ALL ROUGH SAWN CEDAR
<br />02
<br />DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION
<br />ACCESSIBILITY
<br />KEY NOTES
<br />OF BUILDING COMPONENTS. DOCUMENTS WORK IN CONJUNCTION WITH SPECIFICATIONS REGARDING EXACT
<br />IN ADDITION TO CODES LISTED ABOVE, ACCESS TO AND THROUGH THIS AMENITY IS
<br />01 8" CMU COLUMN, ALTERNATE EACH COURSE
<br />REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND
<br />DESIGNED TO CONFORM TO THE FAIR HOUSING ACT OF 1988 AND AMENDMENTS
<br />AND
<br />CLASSIFICATIONS.
<br />FLORIDA ACCESSIBILITY CODE.
<br />02 2x2 ROUGH SAWN CEDAR AT 12" OC
<br />03
<br />ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK
<br />N SUMMARY
<br />03 2x4 ROUGH SAWN CEDAR AT 16" OC
<br />ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS. DO NOT BASE SCOPE OF WORK ONLY ON A REVIEW
<br />BUILDING TYPE NO. OF BLDGS. A/C AREA
<br />NON A/C AREA
<br />TOTAL AREA
<br />04 3x6 ROUGH SAWN CEDAR AT 24" OC
<br />OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK.
<br />POOL TRELLIS 1
<br />128 SF
<br />128 SF
<br />05 48 ROUGH SAWN CEDAR RIDGE BEAM
<br />04
<br />DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS.
<br />CODE COMPLIANCE
<br />06 412 ROUGH SAWN CEDAR TRELLIS BEAM
<br />05
<br />THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING
<br />OCCUPANCY TYPE U UTILITY
<br />To AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR T O
<br />CONSTRUCTION TYPE V-B
<br />07 2x6 ROUGH SAWN CEDAR ON EACH SIDE OF RAFTER
<br />PROCEEDING WITH THE PROJECT.
<br />AREA & HEIGHT LIMITATION (FBC-B TABLE 503):
<br />REQUIRED/ALLOWED
<br />PROPOSED
<br />w/ (2)1/2"0 THRU BOLTS
<br />06
<br />THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,
<br />MEAN HEIGHT
<br />40'
<br />11'-8"
<br />08 FIBER REINFORCED CEMENT PLASTER FINISH
<br />METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND
<br />MAXIMUM NUMBER OF FLOORS
<br />1 STORY
<br />1 STORY
<br />09 GALV MTL TRAY AT BEAM
<br />PROGRAMS, AND FOR COORDINATING ALL PORTIONS OF THE WORK.
<br />MAXIMUM AREA
<br />5,500 SF
<br />128 SF
<br />07
<br />DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR
<br />FIRE PROTECTION (FBC-B TABLES 601 & 602):
<br />ROUGH OPENING AT STUD WALLS.
<br />INTERIOR BEARING WALLS
<br />O HR
<br />0 HR
<br />08
<br />THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA
<br />INTERIOR NON -BEARING WALLS
<br />0 HR
<br />0 HR
<br />TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT
<br />COLUMNS
<br />0 HR
<br />0 HR
<br />SELECTION THAT IS CHANGED BY THE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY
<br />BEAMS, GIRDERS & TRUSSES
<br />0 HR
<br />0 HR
<br />SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT
<br />FLOOR/CEILING ASSEMBLY
<br />0 HR
<br />O HR
<br />DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT
<br />ROOF/CEILING ASSEMBLY
<br />0 HR
<br />0 HR
<br />APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT.
<br />EXTERIOR BEARING WALLS
<br />0 HR
<br />0 HR
<br />EXTERIOR NON -BEARING WALLS
<br />0 HR
<br />0 HR
<br />3"=1'-0"
<br />3"=1'-0"
<br />3/4"=1 '-0" 3"= V-0"
<br />Pool Trellis Elevation
<br />Pool Trellis Elevation
<br />6
<br />A19.51
<br />1 /4"=1'-0"
<br />1 /4"=1 '-0"
<br />RG.
<br />Pool Trellis Roof Plan
<br />07%;
<br />- i &M
<br />11'-4"
<br />1 /4"=1'-0"
<br />a
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<br />us *1 W
<br />Pool Trellis Floor Plan
<br />1 /4"=1 '-0"
<br />ro
<br />FORUME
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<br />2
<br />y ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />PLANNING I ARCHITECTURE I INTERIOR DESIGN
<br />0
<br />0 745 orienta avenue, suite 1121
<br />altamonte springs, fl 32701
<br />phone: 407.830.1400
<br />06 fax: 407.830.4143
<br />AA0002731
<br />16 www.forumarchitecture.com
<br />Fort King
<br />Colony
<br />Apartments
<br />City of Zephyrhills, FL
<br />r
<br />EDITED BY:
<br />iET DISTRIBUTIONS:
<br />JT
<br />PROJECT NO. 10-2651
<br />Pool Trellis
<br />General Notes, Code
<br />Compliance, Plans,
<br />Elevations & Details
<br />A 19.51
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