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WOOD STRUCTURAL PANEL (PLYWOOD) N FOUNDATION M GENERAL CODES
<br />01 PLYWOOD USED FOR ROOF SHEATHING SHALL BE 5/8" APA RATED SHEATHING, EXP.1, APA IDENTIFICATION 01 FOUNDATIONS HAVE BEEN DESIGNED TO AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. SHOULD 01 CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY FLORIDA BUILDING CODE - BUILDING 2007 W/ APPLICABLE SUPPLEMENTS
<br />INDEX 32/16, OR BETTER. CONDITIONS VARY FROM THE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO FLORIDA FIRE PREVENTION CODE 2007 EDITION
<br />WORK. PROCEEDING WITH THE WORK. NATIONAL ELECTRIC CODE 2008 EDITION
<br />FORUME
<br />02 PLYWOOD SHALL BE NAILED TO JOISTS AS PER ROOF FASTENING ZONE PLAN.
<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 />MICROLL.AM® OR PARALLAMO BEAMS
<br />01 MICROLLAMO OR PARALLAMO BEAMS ARE INDICATED ON DRAWINGS AS:LVL OR PSL.
<br />02 MICROLLAMO BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
<br />E =
<br />1.9X10"6PSI
<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.
<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 8 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 10% PASSING THROUGH THE NO.200 SIEVE. SOIL SHALL BE PLACED WITH MOISTURE
<br />CONTENT AND ENERGY TO PROVIDE 98% OF MAXIMUM DRY DENSITY BELOW SLABS ON GRADE, AND SOIL
<br />SHALL BE COMPACTED TO 98% 12" AND 24" BELOW STRIP FOOTINGS AND COLUMN FOOTINGS, RESPECTIVELY.
<br />IN PLACE DENSITY TESTS SHALL BE TAKEN FOR EACH 2,000 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 2'-0" 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 LENGTH 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 4'-0" ON CENTER, ON ALTERNATE SIDES OF WEB. JOIST SHALL BE TOENAILED
<br />TO 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 />E 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 />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 />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 />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 I ENGINEER.
<br />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 />SUMMARY
<br />BUILDING TYPE NO. OF BLDGS. A/C AREA NON A/C AREA TOTAL AREA
<br />PICNIC PAVILION 1 697 SF 697 SF
<br />N CODE COMPLIANCE
<br />OCCUPANCY TYPE U UTILITY
<br />CONSTRUCTION TYPE V-B
<br />AREA & HEIGHT LIMITATION (FBC-B TABLE 503): REQUIRED/ALLOWED PROPOSED
<br />MEAN HEIGHT 40' 14A 0"
<br />MAXIMUM NUMBER OF FLOORS 1 STORY 1 STORY
<br />MAXIMUM AREA 5,500 SF 697 SF
<br />FIRE PROTECTION (FBC-B TABLES 601 & 602):
<br />INTERIOR BEARING WALLS
<br />0 HR
<br />0 HR
<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 />ROORCEILING 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 />d;
<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 />Meetinghouse
<br />at Zephyrhills
<br />Senior
<br />Apartments
<br />City of Zephyrhills, FL
<br />SET DISTRIBUTIONS:
<br />EDITED BY: JT
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