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Home My WebLink AboutBlgd plans, pg 3I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN, 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10• DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI MIX AT 28 DAYS WiND VELOCITY = PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-14, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXG 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR 5% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH (MINIMUM 95E BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: I-I/2" 6• TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRiNG ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ATTENTION OF THE ARCHITECT. IL. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PiNE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO u A D,4T f O N I L A I C PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 99 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to 5'-11" Wide. Provide (2) filled cells on each side of openings from ('-O" to 9'-11" and Provide (3) filled (wells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of .5011 test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL. Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 95 bar wart. w/ SEE TYPICAL 30" overlap ECT YPI at each filled cell ONIS 4" concrete slab with fibermash OR 6"x4" #lo/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade E — 1 —1 I III I I I I- i f tine iwi h (2)cmonolithic #5 baracont 14" TYPICAL FOOTING DETAIL SCALE 1/2" = I'-O 4" concrete slab with fibermesh OR 6 xG #10/10 wwm on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. Step per o foundation plan C 12" x 12" concrete column block lilted with concrete and (2) #1 bars vert. tied into lintels above Top of footer 16" below finished flogr_ L #5 bars cost. bottom steel 12" AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" Verify house slab height in field ,.•: ; •:".�^ '`: = 30"x30"xld" concrete — column rooting with (4) #S bars each way 30" FOOTING DETAIL SCALE 1/2" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADEI \ SCALE: 114" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with ribarmesh OR 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" $95 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL 4""SECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. VW #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill O'-O" Grade dr-% fall - m E _ — 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" n�J GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 4" PT wood secured with \ 3/8"d(a. x 6" anchor bolt at 18" ox, overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T 3 IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location je,ry� Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS OBBraden t Braden AIA, PA Architects - Planners 41l S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34996 #AAC000032 O i c m I N ai U A/C 14'-0" 20'-01, 0 0 — FI , ° F J I QL — Oi Filled cell under QI FI girder above I 24 m Rear Patio/Slab r n I to be poured separat from the house slat Thicken footing to 24% x 14"d x 24"L F� under filled cell I ° a under girder bearing. I ° ° ° °— — T — — — — — Rear Patio/Slab to be flush with bottom or sliding door recess. Slope 1/2" 1.1 32'-8" I I 4" concrete slab with fiber esh OR 6"x6" #10/10 wWM on 4 mll V squeen over clean compacted termite tr ated fill I FI I I I I I 4 fill dC Steel wnacrete 0 CQOI � avv EinW I I I 65 I I E! I i E I �— a au -II ) d I o ° I �O o Z I I Oc (N F5I IF5 ° emu, w I i °I U (L I° O x Q — Ite I L — F5 recess for — _ _ _ I r l Garage Boor — — — Wynne tsuilcling L.orp. �2' Grard Carlton II Spanish Lakes St. Lucie County Fibrida JQ F 6'-2„ 12" x I wih Conc into hr FOOTING S( Mark size De FI 14"W x 14"D MONOLITHIC FOOTING WI* F 12"W X 12"0 MONOLITHIC FOOTING WI' F 30" x 30" x 16"D COLUMN FOOTING WITH ( F 8"W x 8"D THICKEN SLAB EDGE WI FS 14"w With x 14"D Curb at Garage MONOLITHIC FOOTING Wi Date Drawn Revisions 3-1-14 10-18-14 GARAGE Drawn by: Approval LEFT C•c.U. Checked by: D.R.B.