|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<br />�'
<br />5/8" OR 1/2" HIGH
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8" 1
<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 I
<br />INSULATION PER —J
<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 6" O.C. Wf (2) ROWS 2x BLOCKING @ 3rd FITS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />1/2" GYP, WB (MIN,) @ GARAGE SIDE IF z
<br />APPLICABLE, d
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<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
<br />PITCH > 4:12 IP ,
<br />(2) LAYERS TYPE I OR TYPE II
<br />(#15 OR #30) UNDERLAYMENT _ U I=III= m . • , ° p
<br />FOR ROOF PITCH 4:12 OR LESS. I �I I I I_ I I I I III —I
<br />I��-�
<br />PRE ENGINEERED WOOD —I II I_,I I ,III I FE
<br />—I
<br />TRUSS @ 24" O.C. U.N.O. rl III I _I I �I I 1=III 11=I
<br />HURRICANE ANCHOR @ EACH
<br />TRUSS (SEE UPLIFT SCHED.) W/ 8„
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<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 />St
<br />FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3
<br />ELEV. VARIES INFORMATION.
<br />ALUMINUM DRIP
<br />EDGE
<br />7VIF *'F -7/�r
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR 5/° GYP. TYPE @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O.
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL-HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6", (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > 8'-6".
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O,C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />SLAB & BLOCK 5/8"° x 10" "J"BOLT @ 24" O.0W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />.
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />co (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T, BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />:IF I ---- Irl — & ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />x 6 W1.4 x W1,4 ATTACHMENTS -T— 211 6 x 6 W1.4 x W1.4
<br />A.F.F. O.C.) 211
<br />d ° d WWF OR FIBERMESH ;WWF OR FIBERMESH
<br />° 31/2"MIN. 131/2"MIN.
<br />d
<br />a ELEV, 4-3 1/2" Z
<br />A.F.F. 0
<br />2x4 CONT
<br />° , 1�1 1•11
<br />. ° °� _ LL _ ,1 1 i 11 11
<br />d d ° a d A o _ 4 n ° �_TI=1Ji , 1 3 1/2 (min.)- 4' u ° ° I I1=) I1/2 (min.)- 4
<br />I ° - � I � 59. d - - d °. N •. —" —III—� � 11 11� ° •. � —
<br />° a ° ° a d 31/2"(min.)- 4" III=III I I I I T rlI I 3 v2 (mm,) - 4 �I-1 I I_ II 11=1 I III I -
<br />GARAGE DEPTH VARIES _I
<br />d ° ° g -1 I I I
<br />1=11=I I— 1-1 1=1 11=1 I ITI III 11='
<br />(2) #5 CONT. 4" 11.' " r� 81 (2) #5 CONT. 41, 1 r rr 1118,1
<br />U.N.O. MIN. U.N.O. MIN.
<br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP P SHEARWALL C TYPICAL BEARING WALL @ STEP CC
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />ALUMINUM FASCIA 1/2" OR 7116" OSB MIN, PLYWOOD SHEATHING
<br />2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />N.O. 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. 2x STUDS @ 16" O/C \ 10 M �M�o s
<br />SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGYcoN� O @
<br />\\\ 1 ROW 2x BLOCKING MID HGT.
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: 7 FOR WALL HGT. <_ 8'-6". (2) ROWS
<br />8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd FITS FOR
<br />BLOCK W/ 1#5 CONT. 1 x P.T. STUD O �°
<br />FILLED SOLID W/GROUT _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8 -6 .
<br />SEE CC1S3 OR N #5 VERT. IN FILLED CELL LAYERS W/TOTAL THICKNESS 7/$" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS
<br />/- BOLT INFO. 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " O.C.
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE @
<br />TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR
<br />6 1/4 x31/4 TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 3500# MIN. TENSION 2600# _
<br />SIMPSON SP1 O 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) I_
<br />* SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />w/ (10) 10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r
<br />TYP. `�' 2x P.T. PLATE
<br />ARCHITECTURAL T PER MFR INSTRUCTIONS o o `� '
<br />FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° °
<br />u GRADE 40 MIN Fy= 40ksi X :3
<br />1x2 PT WD FURRING @ 24" O.C.-/ GRADE �, s P ' ° - z 93 & #4 LAP SPLICE =1 I I=1 I I=11I m . I =1(1=� 1-1 I �_
<br />JFINISH GRADE CO [GRADE 60 MIN. Fy= 60ksi] a — p T
<br />(1) #5 VERT, IN FILL MONO OR STEMWALL ° Z �' 25" MIN. LAP [30"MIN. LAP] �-
<br />1/2" GYPSUM WALLBOARD —, i 1= � ' 1—I111=� I 1=� ° • III 11= -j 1=1
<br />III —I I - W
<br />CELLS (SEE FOOTING MONO SHOWN — — — — _ — I— — — R 1 7/811 �' i 1=_I I —III=III=III I (=T I I=III=
<br />U.N.O. > D °° oo p D p oo w
<br />FOUNDATION PLAN FOR CLARITY ° D 6 MIL VAPOR BARRIER I I p I —I 11=III I I =_ T
<br />FOR LOCATIONS) p ° o _ _ _ _ _ I I I III I�—I I I-1 #5 REINFORCING BAR
<br />-111=I 11=III—III=III=� i _
<br />1x4 P.T. BASE NAILER ° ° III=III—III=III—III = z , o : I I-1 ff—ITI 111=I I I' r #5 LAP SPLICE (2) #5 CONT.
<br />4"x4" INSPECTION D° (= I I —III —III—) III f 1 i • III=�=III=�=�1 ON 3"CHAIRS
<br />NOTE: g III —I 1—III—I I I_I III— I LI I I= III=1�1--I I 36" MIN. LAP [36" MIN. LAP] ,
<br />31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL _I r COMP, SOIL. (COMPACTED TO —I I °i.L_ _ _ (TYP) 8 1-4 8
<br />FILLED CELL TYPICAL I-III-1=III=III=I 1 95%MODIFIED PROCTOR ASTM I �— I=1�=1 I (_) I I= I 1=1(=III=.I I' 10"
<br />W/ UPLIFT ONLY _ _ i
<br />MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ I I I ( III—III=1 I I=� jj I1—
<br />co AT GARAGE CONTRACTOR 1=1 11=III=I I_I I =111=III I l l I I I=III=III=1 11=1 11=1 —1 II —I D1557) I—r 1 r—,,—r r r r r r 7= r
<br />MIN PSI MAY VARY PER cn =1 I I —III—) 1 I 1=III-1 I ( (I I II III=III=III III—) I —III i 1— 4" 1'-4.1 #6 REINFORCING BAR #5 STD. 90 HCYOK
<br />MUNICIPALITY. TO CUT BLOCK OR POUR I —I I-1I L-I L I I II III—TI—I i I-iTi-1 I h I I- #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 D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT G
<br />W1.4XW1.4 WWF OR DECO FINISH 4" to 6"
<br />"FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />BELOW GRADE S3
<br />SLAB INFORMATION.
<br />1
<br />_III—L—I ° 00
<br />i 6x6W1.4xW1.4
<br />o ° �I — z 00 31/2" WWF OR FIBERMESH
<br />6 MIL VAPOR _ f _ — - min.) 4
<br />BARRIER D Q I IIII .1 p
<br />=I 1> • 1= N _ ° a • GRADE
<br />COMP. SOIL. ° '-
<br />(COMPACTED TO 95% I i I I I I TIIf� Im
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />ON #5 REBAR TYP. 1'-4" (1 STORY) STD. 90 NOOK (SEE
<br />O,O CHAIRS TYP. 4" V-8" (2 STORY) DETAIL
<br />U.NO. )
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = 1'-0" S3
<br />OPT: DEPRESS SLAB 5Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS O.H.D. RECESS � z
<br />M
<br />• �—I i I I I1=-111=1 I I .' '•.: ' • .::' Q . III-1 I I- �I 1 � , ,.
<br />" — -
<br />.. .. 4 ao
<br />�I•
<br />'~ • I—�-
<br />SEE A/S3 OR J/S6 1-1I I III III_ I I� r �I I1=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STOR ) / 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. S3
<br />ADDITIONAL INFORMATION.
<br />00
<br />_
<br />-0) #5 REBAR w/ OPT.
<br />t=SCREEN ENCLOSURE
<br />' 1 1 III 1 1 1_I 1 1 f-tl, � ,1 •
<br />14NII11TII-
<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 />Ed
<br />CV '
<br />Cl)
<br />r s
<br />. ,—, I I ,LJ�I III;
<br />:,: �,• `a.y' • ..
<br />Q •
<br />III—�
<br />I � I
<br />I
<br />-I4i1
<br />:
<br />;T — -
<br />I I 00
<br />".
<br />SEE A/S3 OR J/S6 =1 11 1111
<br />,111,
<br />,
<br />I I;
<br />.
<br />IF
<br />FOR REINF, INFO.
<br />3" MIN. CLEARANCE
<br />V-4" (1 STC
<br />RY)
<br />V-8" (2 ST
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION,
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=V-0" S3
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR 6 x 6 W1,4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR CONNECTION INFO
<br />- °
<br />TOP OF BEAM & LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL
<br />A.
<br />c = — v ° a ° -r z —
<br />IG.1 1_1
<br />"
<br />BEAM SIZE &
<br />T
<br />CONNECTION INFO
<br />° 8
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" 0 CONT. BEAD SEAL4
<br />INTERIOR
<br />v a e
<br />a. -31- /�"
<br />a.
<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 />'<A a
<br />M 6 MIL VAPOR = — �`-
<br />BARRIER
<br />M j 1 • ' • . •. —III-
<br />i 2x4 #2 SYP P.T. FRAMING w/ —III , 111 I I -I I ,_ I I J
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �r ill— 8"
<br />z ATTACHED PER NAILING FOR REINF. INFO, SCHEDULE OPTION #1
<br />w
<br />t ¢ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w 6x6 P.T. #2 SYP SLAB INFORMATION
<br />o
<br />W ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />SCALE:3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"0" TAPCONS
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />.-
<br />WI DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD , , d
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. `=.' '
<br />11 ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />00 9GRAD
<br />a
<br />,
<br />FILLED SOLID (SEE PLAN FOR
<br />= — __ = a a
<br />6 x 6 W1.4 x W1.4 N
<br />SIZE AND REINFORCEMENT)
<br />c�
<br />—I I— ° ° •= = I= =1'
<br />1
<br />r WWF OR FIBERMESH r
<br />co M
<br />Z w
<br />i= n_ u.l
<br />I I I-1 —I L—I 1—) — w
<br />111-111 I_ 1=111 —III- z
<br />BRICK PAVERS or SLAB PER
<br />0 o "' _
<br />—11
<br />= =1 • • °• _ —_ _ - z_ ¢
<br />°
<br />_
<br />COMMUNITY SPECS
<br />"
<br />— — -- — "'
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE:3/4"=V-0 S3
<br />-� Ste�!
<br />1
<br />1=1 I_I(—=- FOOTING -�
<br />11 III —I 1=1 I—i 1=1 III=1
<br />I'' (1-T1 1111i-III-111=' BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
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<br />`AS E r •N
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017
<br />Florida Building Code -
<br />Residential 6th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
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<br />SHEET NO.
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