|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(Fp') VARIES
<br />P�� I
<br />INS
<br />5/8" OR 1/2" H IG H
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.0 . WALLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONIAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />1x2 PT WD FURRING @ 24" O.C.-/ U �j Hr
<br />2x#2SPFSTUDS -
<br />@ 16" O.C. W/ (2)
<br />16d TOENAILS T & 6
<br />5/8"OR 1/2" HIGH STRENGTH \--TRUSS BOTTOM CHORD OR 2x4 BLOCKING 518"OR 1/2" HIGH STRENGTH -
<br />(U.N.O.) (OR Y8" GYP. TYPE "X"@ W1 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE)
<br />TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE
<br />8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES USP SPT24
<br />(1) ROW 2x BLOCKING @ MID CONNECTOR -------2"x S.P,F. (OR EQUAL) STUDS @ 16" O.C. U�N.O. USP SPT24
<br />HGT. FOR WALL HGT. !� 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR
<br />ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT, < 8'-61'. (2) ROWS 2x BLOCKING @ 3rd PTS
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN
<br />APPLICABLE. 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />')� D T DI AT9: 1/4" DIA X 3 1/4" TAPCONS nq 24" O/C & c� Q1 AP A. P1 nrIV on n IV) rl-r 17)
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />2-16d TOE NAILS @ EACH END
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />TRUSS ALIGNED WITH STUD BELOW
<br />-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />--�1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />-INSULATION PER CHART ON FLOOR PLAN
<br />(1) LAYER TYPE 11 (#30) @ 6" MAX FROM END OF 2 x PLATE E 5/8"' x 10" "J" BOLT @ 24" 0. C. W/ 5/8"' x 10" "J" BOLT @ 24" O�C. W/ or or 122 CONNEC I OR
<br />UNDERLAYMENT FOR ROOF 2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2-0116" PLATE WASHER (TYP.) 700/16" PLATE WASHER (TYP.)
<br />PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH C, ELEV. 01-0.1 (ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE (ALT: 1/2"xl 2" TITEN H D @ 24" 2x P.T. BOTTOM PLATE
<br />41- O.C. OR 5/8"xl O'WEDGE ANCHOR O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />(2) LAYERS TYPE I OR TYPE 11 OIL x 6 W1.4 x W1.4 @ 24" O.C.) //1' 6 x 6 W1 4 x W1A
<br />4 A. F. F. @ 24" O.C.) 21- 211
<br />(#15 OR #30) UNDERLAYMENT :1E I WWF OR FIBERMESH WWF OR' FI BERMESH
<br />FOR ROOF PITCH 4:12 OR 4 0 3 1/2" MIN. 3 1/2" MIN.
<br />LESS. 9 ELEV. 4-3 1/2" 9
<br />4\ 4
<br />4, 4 0
<br />A. F. F. 0
<br />if
<br />I - -1 1
<br />2X4 CONT-:--/ U- A-. I 11-111-1
<br />PRE ENGINEERED WOOD -1111 " 1< A - -All
<br />I I I I ft:tl I I : - 1 2� Md I IEI I IE:I'� 1/2"(min
<br />=1 I I I It— I I� A � 5 1 ,
<br />I KU,)b �CV Z4 U.U. U.N.U.
<br />HURRICANE ANCHOR @ EACH
<br />III FIE I I V =1 - -
<br />MI
<br />;P , I , 'I, � 4 ' 4 C"!
<br />4. 4 4
<br />00
<br />41
<br />TRUSS (SEE UPLIFT SCHEID.) W/
<br />IIv �-F
<br />GARAGE DEPTH VARIES
<br />4,
<br />METAL PL. UNDER EA. TRUSS
<br />4,
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />(2) #5 CONT.
<br />L- 4" 11-411 8"
<br />SHINGLE ROOF
<br />U.N.O. MIN.
<br />//��7/16" 0 ' S,B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />WALL W/OUT UPLIFT rG G'�
<br />SEE TYP. WALL SECTION SCALE: 314"=V-0" S3
<br />17' 177) A n I E)
<br />GARAGE SLAB AT STEP rB
<br />SCALE: 3/4"=V-0" S3
<br />TYPICAL BEARING WALL STEP @ SHEARWALL
<br />"SHEAR WALL" SCALE: 314"=V-0"
<br />ELEV. VARIE§j
<br />U Li I II-jI14t-%L- IDL-I-X
<br />INFORMATION.
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />I.N.O.
<br />12" 2x SUB FASCIA
<br />EE SOFFIT
<br />S S HEET
<br />LOADBEARINGOR
<br />EXTERIOR WALL
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1 #5 CONT.
<br />FILLED SOLID W/GROUT
<br />SEE CC/S3 OR ----
<br />G/S3 FOR ANCHOR
<br />8" C.M.U. TYPICAL
<br />BOLTINFO.
<br />(IF NO UP LIFT ON
<br />TYPE 'IS" MORTAR
<br />WALL SEE GG/S3)
<br />*USP SPT22 TYP.
<br />ARCHITECTURAL
<br />FINISH
<br />1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S. P. F. STU DS @ 16" 0. C. BOUNDARIES, 6"OIC EDGES, AND 12" O/C FIELD.
<br />- ') QTHr) SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />�g,�N '6 s
<br />00 �� -''' M' . . A -1 1 1=1 I I=
<br />- I
<br />3 1/2"(min 4'�
<br />I F
<br />IE-
<br />(2) 4"
<br />U. N. 0.
<br />TYPICAL BEARING WALL @_STEP CC
<br />SCALE: 3/4"=V-0" (S3
<br />A
<br />(2) ROWS OF 2x BLOCKING @
<br />1/
<br />-T
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />8" C.M.U.
<br />2x STUDS @ 16" OIC
<br />t555��
<br />FOR WALL HGT. !� 8'-6". (2)
<br />7
<br />1 "x P.T. STUD
<br />THIRD POINTS
<br />ULATION PER CHART ON FLOOR PLAN
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />5�z
<br />FOR WALL HGT. > 8'-6".
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />C14
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />FNMLETAL
<br />/2" GYP. WB (M I N.) @ GARAG E
<br />"J"
<br />5/8"' x 10" "J" BOLT @ 24" O/C W1 2"'X 3/16"
<br />LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINU OUS TO FOOTER BELOW 90 HOOK DETAIL
<br />USP SPT22 CONNECTOR
<br />SIDE IF APPLICABLE.
<br />I
<br />5/8" x6" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />. @ K.O. BLOCK
<br />-5/8- EXPANSION BOLT @24 " O.C.
<br />5/8" x 6" EPDXY BOLT OR
<br />SP SPT22 @ EA. STUD
<br />2x P.T. PLATE
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />MIN. 2500 PSI CONCRETE SLAB W1
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />//�2 P.T. PLATE
<br />20" M I N. LAP [24" M I N. LAP] x
<br />x
<br />SPACE ANCHOR-
<br />3500#, MIN. TENSION 2600#) -i
<br />E
<br />SPACED EVENLY
<br />FIBERMESH
<br />#5 REINFORCING
<br />BOLTS 6" MAX FROM
<br />�OM
<br />6 x 6 W1.4 x W1.4 C\l
<br />P.T. PLATE
<br />EEP SCREED INSTALLED
<br />BAR / <
<br />X Uj
<br />END OF 2" x PLATE
<br />WWF OR FIBERMESH
<br />�
<br />----2x
<br />FINISHED
<br />-1
<br />C�
<br />E
<br />PER MANUF.
<br />X 0
<br />#3 OR #4 REINFORCING BAR X Uj
<br />L I>
<br />C.)
<br />�ASSUMED
<br />GRADE
<br />z
<br />1>
<br />FINISHGRADE 50 2
<br />GRADE 40 MIN. Fy= 40ksi x Zj
<br />#3 & #4 LAP SPLICE 0-
<br />[GRADE 60 MIN. Fy= 60ksi] U)
<br />-
<br />1[= I IF
<br />(1);F5 VERT, IN FILL Z: 25" =1 � =1
<br />MONO OR STEMWALL--,, MIN. LAP [30" MIN. LAP] / <
<br />x -j
<br />1/2" GYPSUM WALLBOARD
<br />7 x LU '11 IE
<br />U.N.0, P yj
<br />00 6 MIL VAPOR BARRIER t> C? U)
<br />CELLS(SEE FOOTING MONO SHOWN D,
<br />FOUNDATION PLAN -171711 i=-i �g..
<br />FOR CLARITY
<br />-III- R 17/8"
<br />t> ----#5 REINFORCING BAR
<br />FOR LOCATIONS) 1> - III I
<br />1x4 P.T. BASE NAILER CONT 111-1111 11=i
<br />K #5 LAP SPLICE -JELI IE
<br />4"x4" INSPECTION 2 (2) #5 .. ....
<br />PORT AT EACH NOTE: 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'4" 8"
<br />3 1/4" BASEBOARD
<br />COMP. SOIL. (COMPACTED To (TYP.)
<br />I 'j, I
<br />FILLED CELL TYPICAL *FOR BEARING WALL J I Ej I I 1 101,
<br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM m.11t.
<br />=1. 2, x �:77�7/
<br />AT GARAGE CONTRACTOR
<br />MIN. 2500 PSI CONC. SLAB
<br />D1 557) - 14 D,�, I 1�ti,'Ll r, �,W 1-=,,711 1 '-#6 REINFORCING BAR #5 STD. 90 HOOK
<br />4'
<br />MIN PSI MAY VARY PER U) I 1HEI I I --I I 1= 4" 1'
<br />co TO CUT BLOCK OR POUR
<br />MUNICIPALITY. #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/ 6X6 n CURB DUE TO SLOPE WALL W/ UPLIFT
<br />1AI1 AYIA11 A IAAA/P r)p /-NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING
<br />rE REBAR DETAILS F� rG
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />BELOW GRADE
<br />SLAB INFORMATION.
<br />X,�
<br />00
<br />6 x 6 W1.4 x W1.4
<br />00 3 1/2" WWF OR FIBERMESH
<br />6 M I L VAPOR min.) 4"--\
<br />z
<br />BARR!!""",,� 4 -4 GRADE
<br />A.
<br />t>
<br />I [E., �2
<br />COMP. SOIL. . , , , �\ g, - 00
<br />F1 5;
<br />H=-I 1 1-1 1 1-1 1 1-1 1 [-1'
<br />:-7kIjffUrir-D1-X w/OPT.
<br />(COMPACTED TO 95% EIT I I
<br />MODIFIED PROCTOR ff-I 1 11 I -XI I =1 I I E'E I I 1E., I 15;
<br />I IE1 I IE I E� �,L!���NCLOSURE
<br />ASTM D1557)
<br />(2) #5 REBAR CONT. 3" MIN. CLR. -P,
<br />ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE MIN.'
<br />U.N.O. DETAIL)
<br />TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL
<br />SCALE: 3/4" = V-13" � �3 SCALE: 3771 7, �, �3
<br />OPT: DEPRESS SLAB 5J/2" DEEP
<br />AND 6" BEYOND DOOR TO
<br />RECEIVE PAVERS DRIVEWAY BLOCK WALL BEYOND
<br />CONCRETE SLAB
<br />14"
<br />PAVERS TO.H.D. RECESS
<br />A �.A
<br />I. .�A A. 7
<br />-7- .-7:
<br />I M I IEE
<br />9 1 =1 I 1=1 I
<br />co
<br />U
<br />-I' "A'
<br />I LIE, E Fir="T I=
<br />SEE AIS3 OR XS6"1911�1111vl I]-, 1 1-111 ,
<br />FOR REINF. INFO. 11 MIN. CLEARANCE
<br />114" (1 STORY) / V-8" (1 STORY W/ DEPRESSED SLAB OPT.)
<br />1'8" (2 STOR")
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.Q3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT -
<br />13" O.H.D. RECESS
<br />C
<br />Cl)
<br />A A.
<br />A
<br />'T,
<br />o?
<br />4"
<br />1=1 I a I
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1-4" (1 STORY)
<br />V-8" (2 STqRY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=V-0" �� �3
<br />SCALE: N.T.S. �3
<br />SCALE: 3/4"=V-0"
<br />1 1/2" RECESS FOR VARIE x 6 W1.4 x W1.4
<br />SEE PLAN
<br />FRAME -DOWN FALSE BEAM wl (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />'E
<br />1 M
<br />10d NAILS TO TRUSS TOP CHOR
<br />FOR TRUSS
<br />4
<br />j
<br />AT 24" O.C. M
<br />CONNECTION INFO
<br />SEE PLAN FOR
<br />TOP OF BEA
<br />& LAYOUT DESIGN
<br />J
<br />SEE ROOF PLAN
<br />Cl?
<br />IEEE E I
<br />F%.Jr-I 0 1 r%Uk, I Ur-%ML
<br />BEAM SIZE & T11 A
<br />CONNECTION INFO 7
<br />--,,11 n Inn-
<br />2X4 #2 SYP P.T. FRAMING W/ SEE A/S3/J/S6
<br />MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO.
<br />z ATTACHED PER NAILING
<br />Cn 0 OPTION #1
<br />LU �- 0I,,nIZUULIZ
<br />x 5t SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD. SLAB INFORMATION.
<br />ES LU
<br />P.T. 2x > -j
<br />e. 2", HOLD GYP. BD. LU SLAB STEP & RECESS (�D S.G.D. rM
<br />1/2" FROM SLAB LU
<br />CONT. BEAD SEALANT (n _,--SEE FLOOR PLAN FOR SCALE: 3/4"=V-10" � S3
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />-3 1/2"
<br />GARAGE
<br />CONCRETE NAILS W 1 1/2" 1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />EMBEDMENT @ 12" O.C. --INSULATION PER CHART
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE �2" ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB
<br />x 6 W1.4 x W1.4
<br />co WWF OR FIBERMESH co
<br />c?
<br />IIIUJI
<br />Cl) 6MILVAPOR
<br />BARRIER
<br />I T
<br />01=
<br />4" 41'
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE: 3/4"=V-0" 1,,,S3
<br />Y-13" FIN. FLR.
<br />& BASE CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />O.C.
<br />TRIM PER PLAN
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />ION
<br />N 0.
<br />TAPERED COLUMN FRAMING �C�Dl 2
<br />SCALE: 3/4" = V-0"
<br />MASONRYWALLAND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS c�
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL-\ MAT REINFORCING. i�!
<br />00 GRADE
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<br />PAD REINFORCEMENTJ 3" MIN . CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL � �N
<br />SCALE: N.T.S. �3_
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code Sth Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
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<br />SCALE AS NOTED
<br />PLOT DATE 12/7/2012
<br />TECH: FLORES
<br />VERSION NO.
<br />100
<br />JOB NO: 17-1427
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />L %L-�
<br />LU
<br />4
<br />;Z
<br />
|