|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES
<br />5/8" OR 1/2" HIGHS
<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.C. WALLS
<br />INSULATION PER --�
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />V (1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2)
<br />-I @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24O/C & a
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH co
<br />PITCH >4:12
<br />(2) LAYERS TYPE I OR TYPE II °
<br />(#15 OR #30) UNDERLAYMENT -III=l l I=11 I=1 a I =11 �I I —III-
<br />FOR ROOF PITCH 4:12 OR LESS. I -I 111
<br />1=T�I I I D I I 1=I I I=�=' r-
<br />' -1 I I— •
<br />PRE ENGINEERED WOOD ' �I�
<br />TRUSS @ 24" O.C. U.N.O.
<br />-11 �III=111=1 I I I �� III —I
<br />HURRICANE ANCHOR @ EACH =�—I I —III—III-'
<br />TRUSS (SEE UPLIFT SCHED.) W/ 8„ " =1�[ ,III=Ti 11 Ii'
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SN1 SCALE:3/4"=1'-0" S3
<br />ELEV. VARIES FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />ALUMINUM DRIP
<br />N \EDGE
<br />ALUMINUM FASCIA
<br />nl�2x SUB FASCIA
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END
<br />GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM
<br />ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20
<br />S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW WHEN TRUSS ALIGNED WITH STUD BELOW
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F.OPDOUBLE
<br />3/8" MORTAR BETWEEN COURSES USP SPT24
<br />CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />CONNECTOR U.N.O.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'4% @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O,C. @
<br />V
<br />MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />SLAB & BLOCK SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR
<br />2„ x6W1.4xW1.4 @24"O.C.) 2" 6x6W1.4xW1.4
<br />d a A.F.F. @ 24 O.C.) WWF OR FIBERMESH WWF OR FIBERMESH
<br />0 C31/2"MIN. �31/2"MIN.
<br />Z
<br />a ° d 4 a 4 4 ELEV. 4-3 1/2"
<br />d' d
<br />° 4 A.F.F. O b' - _ 41 — „ ° „ „
<br />2x4 CONT.4 ° . L ° I b'a
<br />1/2 min. -4
<br />° ° �II��I�I I I— 31/2 {min.) 4 —III—I I �I I1-3 1/2"(min.
<br />-d 4. ° N 1 -1T1-f D ° ° • =1 I N
<br />I—II=I°312 (min. -4GARAGE DEPTH VARIES ° III I
<br />(2) #5 CONT,
<br />4" 1'-4" 8"
<br />N.
<br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP nnMI SHEARWALL
<br />lW
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0"
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 16" O.C, BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />SHEET LOAD BEARING OR
<br />COW
<br />GU
<br />QGS ��ti�s�
<br />00 _ — — —
<br />I L I-111-
<br />31/2"(min.) - 4" =I I_I=� a III 1 11=1 I
<br />I-
<br />'' =1 I ITI I I I
<br />(2) #5 CONT. I I 4
<br />U.N.O. MIN. �
<br />TYPICAL BEARING WALL @ STEP / CC
<br />SCALE:3/4"=V-0" S3
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />, „
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />�8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*USP SPT22 TYP.
<br />-
<br />N
<br />'-
<br />8" C.M.U.
<br />1"x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />5/8"x6" "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6)1/4"x31/4" TAPCONS
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />(2) ROWS OF 2x BLOCKING @
<br />THIRD POINTS
<br />x W S BOLT @ 24" O/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />PLATE
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />c
<br />E
<br />2x STUDS @ 16" O/C
<br />ULATION PER CHART ON FLOOR PLAN
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH.
<br />3RD LAYER 1/8"THICK.
<br />SP SPT22 @ EA. STUD
<br />2X P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />PER MANUF.
<br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />K.O. BLOCK
<br />20" MIN. LAP 24" MIN. LAP
<br />[ ] #5 REINFORCING
<br />BAR w
<br />#3 OR #4 REINFORCING BAR w
<br />GRADE 40 MIN F - 40k ' _
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />USP SPT22 CONNECTOR
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />FOR WALL HGT. < 8-6 . (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"- EXPANSION BOLT @24 " O.C.
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />E
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH M
<br />a p
<br />a
<br />1x2 PT WD FURRING 24" O.C. GRADE �„ d Z #3 & #4 LAP SPLICE y- S' _ -
<br />@ - o •p — � I1=III—ITI m . ' I I=1I1=ITI-ITI=
<br />FINISH GRADE GRADE 60 MIN. Fy= 60ksi] , p � r
<br />(1) #5 VERT. IN FILL MONO OR STEMWALL z �, — — ,' 50 M 25" MIN. LAP [30" MIN. LAP] [ g I- III=1T_I=III D • III III=I I 1=1 I l
<br />1/2" GYPSUM WALLBOARD ° III �_ I W III I1=III1=
<br />CELLS (SEE to i— _°
<br />U.N.O. FOOTING MONO SHOWN p p °D o I 00 w III I
<br />FOUNDATION PLAN FOR CLARITY ° D _ _ 6 MIL VAPOR BARRIER =� III b c ° I I—III—III=I I =_ R 1 7/8" I --I, 1=III— I I I 1I—III 11=III=''
<br />FOR LOCATIONS p ° _ I I F F_.1 I IEE #5 REINFORCING BAR -III III=�-III=1 I i III -III 1 11-
<br />1=III—III—III—III-III-� , _ _
<br />1x4 P.T. BASE NAILER III=III=111 III=III=III- z I i i 11=1 I 1=1 I 1=I I I —I I I- r #5 LAP SPLICE (2) #5 CONT.
<br />4°x4"INSPECTION � D ° -1 =1 -1 =- - I � I I I � '• •' III=III LI 1=I 1111 ON 3" CHAIRS
<br />NOTE: - I I I III-1 I I I I 1=11 36" MIN. LAP [36" MIN. LAP] g" j'-0" $"
<br />31/4" BASEBOARD PORT AT EACH g ° D III=III—L I I III=III=III= N COMP. SOIL. (COMPACTED TO —11 ° — _ (TYP.)
<br />FILLED CELL TYPICAL *FOR BEARING WALL—III—III—)=1=1 Ii r a _ _
<br />W/ UPLIFT ONLY _ _ _ __ _ _ —_ 95 /o MODIFIED PROCTOR ASTM= I I=III=III=I 11=I 11=1I1=1I1 III 10"
<br />MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR I= I I= I I-1 — 1=I = III III —III III= I =III —III —I ,,)1 I D1557) I 1 , 1I1111 1 1-111 � ��� �� 11-
<br />MIN PSI MAY VARY PER cn -I 11-1 —I I —I 1=1 (=1 i 1=1 1=1 —I =1 I=1 1=1 I 1=1 —I ((= 4" 1'4' #6 REINFORCING BAR #5 STD. 90 HCJOK
<br />MUNICIPALITY. TO CUT BLOCK OR POUR "— _,-I I_TI TI-i 1-1-, �. #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG
<br />TIBERME WWF OR DECO FINISH 4" to 6"
<br />^FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL
<br />� BELOW GRADE
<br />•r SLAB INFORMATION.
<br />T '
<br />�� 6x6W1.4xW1.4
<br />6 MIL VAPOR I o D _—I I = z 31/2" WWF OR FIBERMESH
<br />BARRIER ' — min.) 4
<br />COMP. SOIL. — I I= °° _ — — `
<br />(COMPACTED TO 95% IEE
<br />TI I I I I I� il1
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE
<br />U.N.O. DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = 1'-0" �,13�
<br />OPT: DEPRESS SLAB 5Y2" DEEP
<br />AND 6" BEYOND DOOR TO -
<br />RECEIVE PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS
<br />BLOCK WALL BEYOND
<br />14 TO.H.D. RECESS z
<br />III —III '' a; 4 I I • 00
<br />LI Ii I II I •'' `.I
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SCALE: 3/4"=V-0"
<br />v GRADE
<br />I I I —I
<br />(1) #5 REBAR w/ OPT.
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT _
<br />13"
<br />O.H.D. RECESS
<br /><V '
<br />M
<br />L
<br />• '—I � I ,��� �—I ' :' :. ' a � III=� I � I I
<br />a�
<br />L� II I •.,'���. •., III—
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 ST RY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3
<br />1 1/2" RECESS FOR VARIES 6 X 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH Q •
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS CO
<br />AT 24" O.C. MAX.T CONNECTION INFO °
<br />SEE PLAN FOR r
<br />TOP LA BEAM & LAYOUT DESIGN—
<br />IJ-�TI—III;
<br />SEE ROOF PLAN oo �_ — —° ° a ' ° I I-
<br />FOR STRUCTURAL
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-011 CONT. BEAD SEALAN
<br />INTERIOR
<br />d
<br />° C
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br /><° d
<br />0o E' E:
<br />M 6 MIL VAPOR
<br />BARRIER
<br />BEAM SIZE &
<br />CONNECTION INFO M
<br />1 2x4 #2 SYP P:T. FRAMING w/
<br />1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �_r"'— ' 8"
<br />Z ATTACHED PER NAILING FOR REINF. INFO.
<br />o OPTION #1
<br />SCHEDULE
<br />Lij
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />>
<br />SLAB INFORMATION.
<br />�W
<br />LIJ
<br />Uj
<br />SLAB STEP & RECESS S.G.D. rM
<br />SCALE: 3/4"=V-0" S3
<br />SEE FLOOR PLAN FOR
<br />STRUCTURAL COLUMN SIZE
<br />2X STUDS @ 24" O.C. U.N.O.
<br />& BASE CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />GARAGE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />PAD FOOTING
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />0•C.
<br />8" MASONRY WALL
<br />-,
<br />EXTEND FILL CELLS c
<br />W/ DRYWALL SCREWS @ 8"O.C•
<br />TRIM PER PLAN
<br />TO FOUNDATION D ztr
<br />INSULATION PER CHART
<br />CONT. FOOTING STEEL
<br />NG
<br />MAT REINFORCING.
<br />M
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />_
<br />SQUARE CMU BLOCK BASE,
<br />_ z
<br />GRADE— a °
<br />Cl)
<br />SIZE VARIES PER PLAN
<br />— ° a
<br />= 6 x 6 W1.4 x W1.4 c.,
<br />w/ MIN. (2) #5 VERTICALS
<br />— —
<br />—III=III ° ° • I=1 =III=III=1'
<br />=—III—III f
<br />T WWF OR FIBERMESH T
<br />`"
<br />FILLED SOLID
<br />BRICK PAVERS or SLAB PER
<br />Z X w
<br />I-a.w�
<br />o o v
<br />I=) — w
<br />III=III I III III Z
<br />-III=I ! • ° a _ -- z <
<br /><
<br />COMMUNITY SPECS
<br />`L �
<br />I— Q _
<br />— —
<br />11=1
<br />=1 I I 1 I 1=1 I I III
<br />I I
<br />=1 I I III =- FOOTING J
<br />I I-III=III-_III-
<br />�
<br />i t-1 I �-I � �-I � I -III
<br />I I
<br />-III -III-' BEYOND
<br />III
<br />—,,,—,
<br />III=1
<br />PAD REINFORCEMENT
<br />3" MIN. CLEARANCE
<br />a
<br />•
<br />SEE SCHEDULE
<br />-- ...
<br />- PAD INFO. SEE SCHEDULE
<br />,,,,,,
<br />INTERIOR WALL SLAB . NON-BRG. dTAPERED COLUMN F
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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 5th 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 />DATE : 2/24/2014
<br />TECH: MJAM ES
<br />VERSION N0. � . O
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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