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<br />u.".,>. WIND' LOAD r;;;''''I~' MPH.' '0 \...
<br />3. SOIL BSARING -- 1500 PSF (ASSUMED)
<br />~. LIVE LOADS -- ROOF = 20 PSF AT FLAT ROOF
<br />= 16 PSF AT 6/12 SLOPE
<br />5. ROOF TRUSSES -- TIMBER TRUSSES DESIGNED FOR:
<br />DEAD LOAD = 20 PSF.
<br />WIND ~D LIVE LOADS AS NOTED ABOVE.
<br />EQUIPMENT WEIGHTS AS NOTED ON ROOF FRAMING PLAN,
<br />6. TIMBER FRAMING MEMBSRS -- NO. .2 SOUTHBRN PINE.
<br />
<br />7. TIMBER CONNECTORS -- DESIGNATIONS SHOWN ON THE DRAWINGS ARE FROM THE PRODUCT
<br />CATALOG OF "HUGHES MANUFACTURING, INC. It APPROVED EQUAL MAY BE USED WITH EQUAL
<br />LOAD CAPACITIES. ALL CONNECTORS ARE GALVANIZED. NAILS AND BOLTS SHALL BE N3
<br />SHOWN IN THE CATALOG FOR MAXIMUM NAlLING UNLESS NOTED ON THE DRAWINGS
<br />OTHERWISE.
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<br />. e. ROOF SHEATHING -- 15/3211 (NOMINAL 11211) MINIMUM THIC!<NESS PL~O. 'APA MUD,
<br />EXPOSURE 1. PLACE WITH FACE GRAlN PBRPENDICU~ TO SUPPORTS, STAGGBR ADJACENT
<br />PANELS <<8". PROVIDB BLOCKING BETWEEN MAIN SUPPORTS TO SUPPORT 8008S OF PARTIAL
<br />PANELS IN SINGLE SPANS. NAIL SHRATHING WITH 8d COMMON NAILS IN PATTERNS NOTED
<br />ON THE ROOF FRAMING PLAN.
<br />
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<br />FIRE DEPART1~ENT
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<br />9. CONCRETE -- 3000 PSI COMPRESSIVE STRSNGTH AT 28 DAYS.
<br />
<br />10. REINFORCING ST8EL -- ASTM A615, GRADE 60 OR GRADE 40.
<br />SPLICES -- IN MASONRY - 48 BAR DIAMETBRS.
<br />IN CONCRETTB = 30 BAR DIAMETERS OR AS NOTED ON THE
<br />PUNS.
<br />CORNER BARS -- .5 BARS, 2' -O"t( 2' -0" AT CORNBRS OF BEAMS AND WALL
<br />FOOTINGS. NUMBER OF BARS TO MATCH LONGITUDINAL
<br />REINFORCEMENT.
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<br />13. BXPANSION ANCHORS/BOLTS -- EQUAL TO "HILT! SLEEVE ANCHORS" AS
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<br />
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<br />
<br />MASONRY:
<br />A. CONSTRUCTION TO COMPLY WITH ACt 530/ASCE 5.
<br />B. DBSIGN COMPRBSSIVE STRENGTH ~ fm' = 1500 PSI AS DETERMINSD BY
<br />THE UNIt STRENGTH METHOD.
<br />C. GROUT -- ASTM C476 WITH A SLUMP "" 8" TO 11",
<br />D. MORTAR -- ASTM C270, TYPE S.
<br />E. CONCRETE BLOCK -- ASTM C90, GRADB N, TYPB I.
<br />F. JOINT RBINFORCING -- 19 GAGB GALVANIZED WIRE, LADDER TYPE, ,
<br />'JOINT RBINFORCING IN HORIZONTAL JOINTS SI?ACED 1611 O.C.
<br />VERTICALLY IN ALL MASONRY WALLS. PROVIDE PREFABRICATED ilL"
<br />SECTIONS WITH LEGS::: 24" LONG AT ALL CORNERS.
<br />G. PRECAST LINTELS -- PROVIDB PRECAST LINTELS OVER ALL OPENINGS
<br />2' -0" ANO GRBATSR. BEAR LINTELS a INCHES MINIMUM BACH END.
<br />
<br />12. MASONRY CONSTRUCTION
<br />A. BOND PATTERN -- RUNNING BOND, VERTICAL CBLLS TO BS GROUTED
<br />SHALL BS ALIGNED AND UNOBSTRUCT~D OPENINGS FOR GROUT SHALL BE
<br />PROVIDED.
<br />B. !J\Y UNITS W!TH FULL MORTAR COVERAGE ON FACB SHBLLS. WEBS ARE
<br />FULLY MORTARED IN ALL COURSBS WHERS ADJACENT CELLS ARE TO BE
<br />GROUTBD.
<br />C. CLEANOUTS SHALL BS PROVIDBD IN THE BOTTOM COURSE OF MASONRY IN
<br />EACH GROUT POUR, MINIMUM OPENING SIZS 3" X 3".
<br />D. CELLS TO BE GROUTED SHALL BE CLEAN AND CLEAR WITH A MINIMUM
<br />GROUT SPACE OF 3" X 3".
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<br />REV, DESCRIPTION DA TE
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<br />THE LANDINGS APARTMENTS
<br />AT OAK RUN PHASE #2
<br />ZEPH'fRHILLS, FLORIDA
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<br />DEVELOPED BY
<br />TOWNYIEW MEDICAL ARTS PARTNERSHIP
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<br />VISQUEEN VAPOR BARRIER^ 0
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<br />o A\ T~ICKEK SLA~ 8'~18' WITH 2/5 BARS
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<br />INT WALL FOOTING AL T NO
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<br />DONALD F. ZAHN A.I,A.
<br />ARCHITECT
<br />726 TRADE'MNDS DRIVE
<br />BRANDON, FL, 335/1-6236
<br />(813) 689-8783
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