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HomeMy WebLinkAboutREVISION 4-14-14V no a (6) 8' SQ. F1 GLS.BLK. TYPICAL STUCCO ❑ 0) WMO-VENTS (3) TYP. FINISHED FLOOR — ------ — — -- — — ——--——————————— — — — — ——-——-- — — — — - A.F.E. NAVD88 a 0 GARAGE FLOOR TYPICAL STUCCO RI HT HYDO-VENTS FINISHED FLOOR (3) TYP. --------A.F.E. NAVD88 _-- I GARAGE FLOOR LEFT J NOTE; :IGPTS FROM 8' TO 9'-4" 'D FROM 6'-8' TO 8' TOPS FROM 6'-8" TOrg' REVISION.FROM /-8' TO 7W CEILINGS l FLORIDA DESIGN CRITERIA V(ULT) 170 MPH (3 SEC. GUSTS) V(ASD) 132 MPH (3 SEC. GUSTS) EXPOSURE D IMPORTANCE FACTOR I CATEGORY 11 INTERNAL PRESSURE COEFFICIENT +/- 0.18 ROOF ZONE UP LIFT PRESSURES: ZONE 1 -38.2 PSF ZONE 2 -53.9 ZONE 3 -85.0 FOR ROOF PITCHS 2/12 THRU 6/12 COMPONENTS Z CLADDING PRESSURES -EXPOSURE "D" TAG POS.PRESSURE NEG.PRESSURE TAG END ZONE SQ.FT, 46.0 -49.8 TD -61.6 10 44. -47. RG -57.5 20 41.2 -45.1 -51.9 50 39.2 -43.1 I -47.9 100 3 4. 3 -38.1 0 -38.1 500 4t4r- Da �'OI1 Rr II.MNC I Y REVIEWED Folk pomq,pq REVIEWED B.V '.-aLA dr " '" rr x.iu I MUST BE KEPT ON JOB CR NO INSPECTION WILL BE MADE, " EXPOSURE "D" MULTIPLIER MEAN ROOF HEIGHT FACTOR LESS THAN 15' 1.47 REAR FRONT TOPS REVISION.FROM %,8' TO 94' CEILINGS REVISION,FROM 11r`8' TO 914' CEILINGS RECEIVED APR 1,12M / I / I / � I / t I I I 1 dp I I I I I I I I I AI I I I I I I I I I I ' YER LIVING "lam '0'-0" I I 1 I �b B -30" C m T R -2" i 1 IRMAN RE — — J I I I SPoWER , _ (h 1 il3'-4' T 1 I 'IN I I ON -TOR N ® I ON STORAW ------------- GAS I I i AI -o I I I I I I I I L---------I j E I I I ----------- p r I I -30" I FD I G//A��RAGE I FOUNDATION PLAN 114" = 1'-0 CONCRETE AUGER PILING DETAIL (3) TYPICAL SEE OTHER DETAIL ON PAGE 5 8' X tt3 CIRCULAR HOOPS AT 17 O.C- VERT �- I FTtt5 VERT STEEL(6) RUN'WILD", EXTEND VERT.45'S, 36' ABOVE AUGER CONIC. POUR, USE 3000 P.S.I. CONC. TYPICAL 14' ROUND AUGER PILING, W/ STEEL CAGE, (6) tt5'S ARRANGED INSIDE CIRCULAR HOOPS AND WIRE TIED LINTEL SCHEDULE NIGH -STRENGTH PRECAST AND PRESTRESSED LINTELS MANUFACTURED BY CAST-CRETE SAFE APPLIED SAFE APPLIED Ltt GRAVITY GRAVITY UPLIFT UPLIFT BEAM LENGTH TYPE LOAD LOAD LOAD LOAD COMPOSITE LI 21-10, PRECAST 6113 < 800 4460 < 400 SFI6-IB/IT L2 4'-0' PRECAST 6113 < 800 3079 < 400 8FI6-IB/IT L3 5' 10" PRECAST 4360 800 2093 < 400 8FI6-IB/IT 1-4T 6" PRECAST 2661 < 800 1634 < 400 8F16-IB/IT 1-5 10'-6' PRECAST 1533 < 800 914 < 400 8FI6 IB/IT I. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE HOUSE PERIMETER INCLUDING CHANGES IN BEAM ELEVATION. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS 2. CONCRETE FOR COLUMNS AND BEAMS SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS 3. A SINGLE FILLED CELL IS REQUIRED AT EACH SIDE OF EACH OPENING AND AT 6 FEET ON CENTER 4.4 INCH MINIMUM BEARING IS REQUIRED FOR ALL LINTELS WHEN FILLED. LENGTH - OPEN SPAN PLUS 8 INCHES TrVI MPSON' MTSI2 AT TO TOP PLATE SIMPSONI SP6TRUSS (14>IOD W/(6) IOD 1/7 D12YWAI 1 1/2' DRYWALL 2'X6'WOOD FRAME AT 16" O.C. R-19 INSULATI LI IN CONDITIONED AIR SIMPSONP SP6 2' X 6' WOOD VI IOD FRAME AT 16" O.C. -19 IN 1/2" DIA. A.B. W/3" WASHER CEMENTIOUS SHEATHING AT 32' O.C. 'DENS' GLAS' OR EQUAL 6' EA END WITH B MIN. 2' X 6' P.T, EMBEDIMENT BOTTOM PLATE FIN.FL. `vIII =7 co cv Cn AG (2AGE CLEAN, TREATED .I UNCONDITIONED AIR COMPACTED FILL N -T ` • a • CLEAN FILL GARAGE SECTION DETAIL N.T.S• 5V-C42IMP METAL ROOF OVER 30tt FELT OVER 12 19/32" CDX PLYWOO PITCH SEE ROOF NAILING ZONE 4 ENGINEERED ROOF AND ATTACHMENT DETAIL TRUSS AT 24' O.C. SIMPSON' HETA20 AT EACH TRUSS 3p INSULATION TO BEAM W/(12) I X4' AT BOTTOM IOD X 1-1/2 CHORD AT 8' O.C. AND CONTINUOUS SEE SOFFIT E ILE W/(3) 8D FASCIA DETAIL n• COMMIN EA.TRUSS 1/2' DRYWALL CEILING ONCRETE V BLOCK WAI) =5 CONTINUOUS E CONCRETE LINTEL ABOVE ALL WINDOWS i AND D0012S THRU BLOCK 7/8' P.C. STUCCO WALL WAI) tt5 CONT. TYPICAL EXTERIOR NOTE, CONCRETE BLOCK EXT. WALLS W/4 CONCRETE u5 VERT. AT 4' O.C. � E EA. SIDE OF EA, OPENING IN BLOCK WALL E ALL CORNERS AND CONT. FROM FOOTING TO BEAM 1.. OVERLAP ALL REBAR ENDS 48 BAR DIA. (MINI), PROVIDE CONTTNNOUS LOAD PATH FROM 4" FOOTING TO TOP OF BEAM O LAB � FIN.FL. q CLEAN, TREATED COMPACTED FILL 24" X 12" CONC.— FTNG. WAD tt5'S 4 CONT. TYPICAL WALL SECTION N_a SIMPSON' WA6) TO 914' CEILINGS CEMENTOUS SHEATHING 'DENS-GLAS' OR EQUAL 'SIMPSON" SP4 W/(6) IOC 1/7 DIA. A.B. W/3' WASHER AT 32' O.C. k 6' EA. END WITH 6 MIN. EMBEDIMENT 4PSON' MTSI2 AT TRUSS TO TOP PLATE 14) IOD 1/2' DRYWALL 2' X 6' WOOD FRAME AT 16" O.C. L VI CONDITIONED AIR X 6' WOOD 2AME AT 16' O.C. I ,4ENTIOUS SHEATHING VS' GLAS' OR EQUAL X 6' P.T. )TTOM PLATE UP (417' y U U DW /n\; KITCHEN O RANGE E O MICRO k--3'-2" ISL. z n1 � n �n i iRI hI PANTRY ? 00 STORAGE 22X30 I 2" ATTIC' 4ACCE 6' WOOD FRAME _ DRYER W R-I® FIN.FL, AS L2 TAIRWELL CLEAN, TREATED zZb UP (4) 7" UNCONDITIONED AIR COMPACTED FILL M RISERS l'J slim- N RECESS • a • CLAN FILL © _ -62 24" X 12" CONC' FTNG. VI tt5'S CONT. O , G■me — ME �` 11 • O■ --I HE= TYPICAL "SIMPSONP LTS16 AT EACH TRUSS TO 2' X 4'OR 6' P.T. TOP PLATE W/02) WOOD STUD IOD, WRAP STRAP P UNDER TOP LATES VISION,FROM E NAIL BOTH SIDES CELL TO 9'4' CEILINGS TO 'SIMPSON' OLID W/ CONIC. SP6 AT EACH STIR, TOP AND BOTTOM DBL. TOP PLATES\ I /C ONCRETE BLOCK 7X4'OR6' WOOD STUDS AT 16' O.C. REVISION NOTE: BEAM HEIGHTS FROM 8' TO 9'-4' REAR SGD FROM 6-8" TO 8' rr WINDOW TDPS FROM 6'-8" Toll P.T. BOTTOM * 4'CONC.SLAS W/6' X 6-IO,10 W.W.M. OVER 6 MIL. VISQUEEN OR EQUAL OVER CLEAN COMPACTED NON ORGANIC FILL TO 951 DENSITY * SOIL BELOW SLAB TO BE TERMITE TREATED PRIOR TO SLAB POUR * 250OPSI MIN CONIC W/VAPOR BARRIER * ALL FOOTING DESIGN BASED ON 2500(ASSUMED) PSF SOIL BEARING CAPACITY, CONTRACTOR TO VERIFY. PROVIDE MIN. 3/4" RECESS AND/OR SILL FOR ALL DOORS TO EXTERIORMNICL. GARAGE) e a #10 X 4' TAPCONS AT 24' O.C. VERT. \A.NCHOR BOLTS \TYPICAL FOOTING AT 32" O.C. WOOQ FRAME ATTACHMENT TO CONCRETE L2 I I 6 WOOD F W/R-19 O GUEST 3 a ALL 74' CEILINGS 2868 J NOOK REVISION .I 8' SGD LIVING REVISION,ALL 9'-4" CEILINGS WINDOW TOPS AT 8' AFF CL. —IO'-I12" MASTER BEDROOM r---------17 i I I I I I GARAGE OPEN I I 9070 OH DOOR I I I I I 1 L3 5070 OH DOORLI -9"-92" FLOOR PLAN 1/4" = I'-O" (LIVING) CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH R.J. SULLIVAN W m rn 14 z�_ Q Q ro W (n JW�0 IIIQON tt U) z m p LIJ U UVI-O =Lu~D` lam() < O d \.. \ J I Q W U� z D oz LL s—� f— W z t� � co Z-j> � In (V 0\