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FORUMN
<br />WOOD STRUCTURAL PANEL (PLYWOOD)
<br />M FOUNDATION
<br />N GENERAL
<br />M CODE COMPLIANCE
<br />01 PLYWOOD USED FOR ROOF SHEATHING SHALL BE 1/2" APA RATED SHEATHING, EXP. 1, APA IDENTIFICATION
<br />01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF BASED ON A
<br />01 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY
<br />FLORIDA FIRE PREVENTION CODE (FFPC): 2007 EDITION
<br />INDEX 32/16, OR BETTER.
<br />GEOTECHNICAL REPORT BY FAULKNER ENGINEERING SERVICES, INC DATED SEPTEMBER 24, 2007. SHOULD
<br />ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO
<br />FLORIDA BUILDING CODE BUILDING (FBC-B): 2007 EDITION W/2008 AMENDMENTS
<br />CONDITIONS VARY FROM THE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF
<br />PROCEEDING WITH THE WORK.
<br />AND ALL OTHER APPLICABLE CODES.
<br />02 PLYWOOD SHALL BE NAILED TO JOISTS AS PER ROOF FASTENING ZONE PLAN.
<br />WORK.
<br />03 USE PLYCLIPS OR OTHER EDGE SUPPORTS FOR ALL PLYWOOD SHEATHING.
<br />04 PLACE FACE GRAIN IN DIRECTION OF SPAN (TRANSVERSE TO JOIST OR TRUSS SPAN).
<br />05 LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE JOINTS.
<br />MICROLLAMO OR PARALLAM® BEAMS
<br />01 MICROLLAMO OR PARALLAM@ BEAMS ARE INDICATED ON DRAWINGS AS:LVL OR PSL.
<br />02 MICROLLAM® BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
<br />E =
<br />1.9 X 10^6 PSI
<br />FB =
<br />2,600 PSI
<br />FT =
<br />1,555 PSI
<br />FC =
<br />750 PSI
<br />FC, PARALLEL =
<br />2,510 PSI
<br />FV =
<br />285 PSI
<br />03 BEAMS MUST BE LATERALLY SUPPORTED AT TOP,
<br />04 MINIMUM BEARING LENGTH SHALL BE MINIMUM OF 1-1/2" AT ENDS AND 3-1/2" AT INTERMEDIATE SUPPORTS.
<br />05 MULTIPLE MEMBERS SHALL BE FASTENED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S
<br />SPECIFICATIONS.
<br />TRUSSES
<br />01 SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL OF ALL WOOD TRUSSES.
<br />02 SHOP DRAWINGS SHALL SHOW CHORD AND WEB SIZES, STRENGTHS, STIFFENERS (AS REQUIRED), BEARING
<br />DETAILS, BRIDGING, BRACING, ERECTION NOTES AND DESIGN CALCULATIONS. TRUSSES SHALL BE DESIGNED
<br />TO MEET THE DESIGN LOADS SHOWN ON THE STRUCTURAL NOTES AND PLANS. MAXIMUM LIVE LOAD
<br />DEFLECTION SHALL BE LESS THAN 1/240 OF THE SPAN. MAXIMUM DEFLECTION UNDER FULL DESIGN LOAD
<br />SHALL BE LIMITED TO 1/180 OF THE SPAN.
<br />03 ALL SHOP DRAWINGS, ERECTION DRAWINGS AND CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A
<br />PROFESSIONAL ENGINEER LICENSED IN THE STATE OF THIS PROJECT.
<br />04 LATERAL BRACING OF WEB MEMBERS SHALL INCLUDE A DIAGONAL BRACE (2" THICK NOMINAL) AT SPACING
<br />NOT TO EXCEED 20 FEET. ALL END BAYS SHALL BE DIAGONALLY BRACED.
<br />05 BOTTOM CHORDS OF WOOD TRUSSES SHALL BE CONTINUALLY BRACED AT A SPACING NOT TO EXCEED 10
<br />FEET, LOCATED AT OR NEAR A PANEL POINT. DIAGONAL BRIDGING SHALL BE INSTALLED AT END BAYS AND IN
<br />INTERMEDIATE BAYS AT 20 FEET SPACING.
<br />06 THE TRUSS ERECTOR IS RESPONSIBLE FOR PROPER TRUSS HANDLING AND FOR TEMPORARY BRACING.
<br />ERECTION BRACING SHALL BE APPLIED AS EACH TRUSS IS PLACED IN POSITION. CARE MUST BE TAKEN TO
<br />STABILIZE THE FIRST TRUSS AND DIAGONAL BRACING IS NECESSARY TO AVOID PROGRESSIVE COLLAPSE.
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<br />02 ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL, OR CERTIFIED COMPACTED FILL.
<br />03 CONCRETE FOR FOUNDATIONS:
<br />A 28 DAY COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE AS FOLLOWS:
<br />FOOTINGS 3000 PSI
<br />SLAB ON GRADE 3000 PSI
<br />WALLS 3500 PSI
<br />B MAXIMUM CONCRETE SLUMP SHALL BE 4".
<br />C SLAB ON GRADE SHALL BE 5" THICK WITH WWF 6 x 6 -W1.4 x W1.4. SLAB SHALL BE FINISHED IN
<br />ACCORDANCE WITH ACI STANDARD 302 FOR CLASS 2 FLOORS. IN LIEU OF WWF, SLAB ON GRADE MAY
<br />CONSIST OF FIBER REINFORCED CONCRETE ACI 544.2R-89.
<br />D ALL CONCRETE SHALL BE MIXED, TRANSPORTED AND PLACED IN ACCORDANCE WITH ACI STANDARDS
<br />318, 304 AND 301.
<br />E ALL REINFORCING BARS SHALL BE OF BILLET STEEL CONFORMING TO ASTM A615, GRADE 60.
<br />F ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A185.
<br />G ALL VERTICAL SURFACES OF CONCRETE SHALL BE FORMED FOR WALLS AND FOOTINGS.
<br />H REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER:
<br />SLAB ON GRADE 1-1/2"
<br />WALLS 2"
<br />FOOTINGS 3"
<br />I GRADE BEAMS SHALL BE FORMED ON SIDES.
<br />04 ALL FILL SHALL BE PLACED IN 12 INCH LOOSE LIFTS (MAXIMUM) COMPACTED WITH VIBRATORY ROLLERS. FILL
<br />MATERIAL SHALL BE TESTED BY MODIFIED PROCTOR DENSITY METHOD (ASTM D1557) AND MUST QUALIFY AS
<br />SELECT, WITH LESS THAN 12% PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE
<br />CONTENT AND ENERGY TO PROVIDE 95% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE. THE UPPER
<br />1-FOOT BELOW PAVEMENTS SHOULD BE COMPACTED TO 98% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY.
<br />IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 10,000 S.F. IN EACH LIFT. FOR ACCEPTANCE OF SOIL,
<br />AVERAGE OF DENSITY TESTS MUST EXCEED THE SPECIFIED COMPACTION. NO TESTS SHALL BE PERMITTED
<br />TO FALL BELOW 90% COMPACTION.
<br />05 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 1'-6" BELOW FINAL GRADE WHEN BEARING ON SOIL,
<br />UNLESS NOTED OTHERWISE ON THE FOUNDATION DRAWINGS.
<br />06 WHERE NECESSARY, FOOTING STEPS SHALL BE CONSTRUCTED AT MAXIMUM SLOPE OF 1 VERTICAL TO 2
<br />HORIZONTAL.
<br />07 WHERE ROCK OUTCROPPINGS ARE ENCOUNTERED IN A BUILDING FOUNDATION BEARING ON SOIL, SUCH
<br />OUTCROPPING OR INTERFERENCE SHALL BE REMOVED TO A DEPTH 12 INCHES BELOW BOTTOM OF FOOTING
<br />AND REPLACED WITH CLEAN GRANULAR MATERIAL CONTAINING LESS THAN 5% SILT, COMPACTED TO 95%
<br />DENSITY PER MODIFIED PROCTOR METHOD. MAINTAIN A MINIMUM COVER OF 1'-6" TO BOTTOM OF CONCRETE.
<br />08 WHERE SOLID UNFRACTURED ROCK IS ENCOUNTERED FOR A WALL L ENGTH OF AT LEAST 25 FEET, WALLS MAY
<br />BE POURED WITHOUT FOOTINGS BY TRENCHING 6 INCHES INTO THE ROCK AND PINNING THE WALL TO ROCK
<br />WITH #6 x T-0" LONG DOWELS AT 2'-8" ON CENTER, GROUTED INTO ROCK, EXTENDING V-6" INTO ROCK. NO
<br />FROST PROVISIONS ARE REQUIRED FOR THIS DETAIL. PROVIDE CONTROL JOINT IN WALL AT ANY TRANSITION
<br />BETWEEN ROCK BEARING AND SOIL BEARING CONDITIONS.
<br />09 EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 2 TO 3 FEET BELOW THE BOTTOM OF THE
<br />EXCAVATIONS TO ALLOW INSTALLATION OF FOOTINGS IN DRY ATMOSPHERE.
<br />10 DIFFERENTIAL BACKFILL AGAINST FOUNDATION WALLS SHALL NOT EXCEED FOUR FEET UNTIL TOP BRACING
<br />OR FRAMEWORK HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. CANTILEVERED RETAINING WALLS MAY
<br />BE BACK -FILLED WITHIN 14 DAYS OF CONCRETE PLACEMENT, BUT IN NO CASE SHALL DIFFERENTIAL OF
<br />BACKFILL, BETWEEN OPPOSITE SIDES OF THE WALL, EXCEED THE FINAL DESIGN DIFFERENTIAL.
<br />11 ALL BOTTOM OF FOOTING ELEVATIONS ARE SUBJECT TO CHANGE UPON INSPECTION OF SOIL CONDITION.
<br />ELEVATION OF ADJACENT FOOTINGS SHALL VARY ON A SLOPE NOT STEEPER THAN ONE VERTICAL TO TWO
<br />HORIZONTAL.
<br />12 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE BOTTOM OF FOOTING ELEVATION IS CHANGED AND
<br />OBTAIN REVISED DESIGN OF THE FOUNDATION AND RETAINING WALLS AS REQUIRED.
<br />13 A MINIMUM 6-MIL POLYETHYLENE VAPOR BARRIER BETWEEN THE BOTTOM OF THE FLOOR SLAB AND THE TOP
<br />OF THE COMPACTED SUBGRADE SHALL BE INSTALLED. .
<br />LUMBER
<br />01 ALL NEW LUMBER SHALL BE VISUALLY GRADED LUMBER, SOUTHERN YELLOW PINE NO.2 OR BETTER WITH
<br />MAXIMUM MOISTURE CONTENT OF 19% AND MINIMUM E=1,600,000 PSI IN ACCORDANCE WITH THE NATIONAL
<br />DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION.
<br />02 ALL LUMBER SHALL BEAR VISIBLE GRADE STAMPING.
<br />03 ALL JOISTS BEARING ON MASONRY SHALL BE FIRECUT WITH MINIMUM BEARING LENGTH OF FOUR INCHES.
<br />04 EXCEPT AS UPGRADED ON PLANS OR DETAILS, ALL LUMBER SHALL BE NAILED IN ACCORDANCE WITH THE
<br />NAILING SCHEDULE IN TABLE 2304.9.1 OF CHAPTER 23 OF THE 2007 FBC.
<br />05 JOISTS SHALL BE FASTENED TO STEEL GIRDERS BY EITHER OF TWO ACCEPTABLE METHODS AS FOLLOWS
<br />EXCEPT AS NOTED AT 'TIMBER CONNECTIONS' BELOW:
<br />i) A CONTINUOUS 2 x 6 NAILER PLATE SHALL BE BOLTED TO THE TOP FLANGE OF STEEL WITH 1/2 DIA.
<br />STAINLESS STEEL BOLTS AT T-0" ON CENTER, ON ALTERNATE SIDES OF WEB. JOIST SHALL BE TOENAILED
<br />00 PLATE WITH 3 8d NAILS PER JOIST. JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX
<br />INCHES, AND BE SPIKED TOGETHER AND BLOCKED.
<br />II) A CONTINUOUS 2 x 4 NAILER PLATE SHALL BE BOLTED ABOVE THE BOTTOM FLANGE OF STEEL MEMBER
<br />WITH 1/2 INCH DIAM. BOLTS AT 4'-0" ON CENTER, JOISTS SHALL BE NOTCHED ON TOP TO PROVIDE
<br />CLEARANCE OF TOP FLANGE AND TO PROVIDE A SPACE OF AT LEAST 3/4" BETWEEN STEEL AND SUBFLOOR.
<br />MAXIMUM DEPTH OF NOTCH SHALL BE 1/4 THE DEPTH OF JOIST. 20 GAGE METAL TIE OR WOOD SCAB SHALL
<br />BE USED TO FASTEN OPPOSITE JOISTS TO ON ANOTHER.
<br />02 DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION
<br />OF BUILDING COMPONENTS. DOCUMENTS WORK IN CONJUNCTION WITH SPECIFICATIONS REGARDING EXACT
<br />REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND
<br />CLASSIFICATIONS.
<br />03 ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK
<br />ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS. DO NOT BASE SCOPE OF WORK ONLY ON A REVIEW
<br />OF THE SHEETS TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK.
<br />04 DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS.
<br />05 THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING
<br />TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO
<br />PROCEEDING WITH THE PROJECT.
<br />06 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,
<br />METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND
<br />PROGRAMS, AND FOR COORDINATING ALL PORTIONS OF THE WORK.
<br />07 ADDRESSES: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR THE BUILDINGS SO THAT THE
<br />NUMBERS OR ADDRESS IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS
<br />SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE DETERMINED BY THE OWNER.
<br />08 DIMENSIONS SHOWN ARE TO FACE OF CONCRETE MASONRY UNITS, FACE OF STUD, MASONRY OPENING, OR
<br />ROUGH OPENING AT STUD WALLS.
<br />09 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND SUBMITTING PRODUCT APPROVAL SHEETS AND DATA
<br />TO THE BUILDING DEPARTMENT IN THE FORM THE BUILDING DEPARTMENT REQUIRES FOR ANY PRODUCT
<br />SELECTION THAT IS CHANGED BY THE OWNER AND/OR THE CONTRACTOR FROM THE PRODUCT ORIGINALLY
<br />SPECIFIED AND SUBMITTED BY THE ARCHITECT. THE CONTRACTOR MUST FIRST SUBMIT THE NEW PRODUCT
<br />DATA TO THE ARCHITECT FOR REVIEW AND APPROVAL BEFORE SUBMITTING THE REQUIRED PRODUCT
<br />APPROVAL SHEETS AND DATA TO THE BUILDING DEPARTMENT.
<br />® GENERAL - SITE WORK
<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 />A F THE FOLLOWING ITE RE REQUIRED ITEM BUT NOT LIMITED TO: SITE
<br />02 THE CONTRACTOR SHALL PROVIDELL 0 S QU S, 0
<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 />06 NOTICE OF TERMITE PROTECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT
<br />PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE
<br />SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL.
<br />0 GENERAL - STRUCTURAL
<br />01 THESE STRUCTURAL PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE STRUCTURAL
<br />CHAPTERS OF THE 2007 FLORIDA BUILDING CODE (FBC). ALL WORK SHALL BE PERFORMED IN ACCORDANCE
<br />WITH THIS CODE AND ALL LOCAL REQUIREMENTS.
<br />02 DESIGN LOADS:
<br />A. SEE DESIGN CRITERIA ON STRUCTURAL DRAWING.
<br />B. FLOOR LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH CODE FOR GIRDERS AND COLUMNS.
<br />C. WIND LOAD: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS.
<br />D. COMPONENTS AND CLADDING: SEE REQUIRED DESIGN WIND PRESSURES ON STRUCTURAL DRAWINGS.
<br />03 ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING
<br />DRAWINGS. CONFLICTS IN DIMENSION AND INTERFERENCE SHALL BE DIRECTED TO THE STRUCTURAL
<br />ENGINEER PRIOR TO CONSTRUCTION OF WORK.
<br />04 THE CONTRACTOR SHALL CHECK THE BUILDING LOCATIONS WITH REGARD TO PROPERTY LINE AND VERIFY
<br />ALL EXISTING CONDITIONS PRIOR TO EXCAVATION AND SHOP DRAWING PREPARATION. NOTIFY THE
<br />ARCHITECT / ENGINEER OF ANY DISCREPANCIES.
<br />05 IN CASE OF CONTRADICTION BETWEEN THE DRAWINGS, THE SPECIFICATIONS AND THE CODES, OR IF ANY
<br />CHANGE IS REQUIRED, THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY. NO CHANGE SHALL BE
<br />MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT ! ENGINEER.
<br />i ACCESSIBILITY
<br />IN ADDITION TO CODES LISTED ABOVE, ACCESS TO AND THROUGH THIS AMENITY IS
<br />DESIGNED TO CONFORM TO THE FAIR HOUSING ACT OF 1988 AND AMENDMENTS AND
<br />FLORIDA ACCESSIBILITY CODE.
<br />MAIL KIOSK BUILDINGS SUMMARY
<br />BUILDING TYPE
<br />NO. OF BLDGS.
<br />A/C AREA
<br />NON A/C AREA
<br />TOTAL AREA
<br />MAIL KIOSK
<br />1
<br />- - - -
<br />249 S.F.
<br />249 S.F.
<br />® CODE COMPLIANCE FOR MAIL KIOSK
<br />OCCUPANCY TYPE
<br />U UTILITY
<br />CONSTRUCTION TYPE
<br />V-B
<br />AREA & HEIGHT LIMITATION (FBC-B TABLE 503):
<br />REQUIRED/ALLOWED
<br />PROPOSED
<br />12'-5 3/8"
<br />MEAN HEIGHT
<br />40'
<br />MAXIMUM NUMBER OF FLOORS
<br />1 STORY
<br />1 STORY
<br />MAXIMUM AREA
<br />5,500 S.F.
<br />249 S.F.
<br />FIRE PROTECTION (FBC-B TABLES 601 & 602):
<br />0 HR
<br />0 HR
<br />INTERIOR BEARING WALLS
<br />INTERIOR NON -BEARING WALLS
<br />0 HR
<br />0 HR
<br />COLUMNS
<br />0 HR
<br />0 HR
<br />BEAMS, GIRDERS &TRUSSES
<br />0 HR
<br />0 HR
<br />FLOOR/CEILING ASSEMBLY
<br />0 HR
<br />0 HR
<br />ROOF/CEILING ASSEMBLY
<br />0 HR
<br />0 HR
<br />EXTERIOR BEARING WALLS
<br />0 HR
<br />0 HR
<br />EXTERIOR NON -BEARING WALLS
<br />0 HR
<br />0 HR
<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />PLANNING I ARCHITECTURE I INTERIOR DESIGN
<br />745 orienta avenue, suite 1121
<br />altamonte springs, fl 32701
<br />phone: 407.830.1400
<br />fax: 407.830.4143
<br />AA0002731
<br />www.forumarchitecture.com
<br />Fort King
<br />Colony
<br />Apartments
<br />City of Zephyrhills, FL
<br />iET DISTRIBUTIONS:
<br />EDITED BY: AD
<br />i PROJECT NO. 10-2651
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