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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �(TyP') VARIES / 5/8" OR 1/2" HIGH--' STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE.IT 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 L> p (2) LAYERS TYPE I OR TYPE II 1 p TV (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. D I PRE ENGINEERED WOOD700 TRUSS @ 24" O.C. U.N.O.ZZ HURRICANE ANCHOR @ EACHTRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE:3/4"=1'-0" SN1 S3 ELEV. VARIES FOR ADDITIONAL SLAB - - INFORMATION. ALUMINUM DRIP EDGE FBI ,✓r 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 (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. wl (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 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 EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6 SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 318" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO r (ALT: 1/2"xl 2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0"OIL OR5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 ° � 31/2"MIN WWF OR FIBERMESH 31/2"MIN.WWF OR FIBERMESH Z ° ° � ° e ° , ° ° ° ELEV-0'-31/2" ° ° e ° ° ° ° A.F.F. ' p p 4, 2x4 CONT. ° ° ° g _ -'31/2"(min.)- 4" _ p 1/2"(min.)- 4„ _ITT ° N p •• GARAGE DEPTH VARIES ° 31 /2"(min. - 4" - -I - 31/2"(min.) - 4" - - - - -I -7 (2) #5 CONT. 4" 11'-4 8" (2) #5 CONT. 4" 1-4' U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CON", EMI �s -OSID EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �M s �o N NJO �/ cam 8"x8"X16" KNOCK EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" ,,, „„ „ „o 5/8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LEFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR "'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN . LAP [24"MIN. LAP]BOLTS #5 REINFORCING 6H w// ((10)10d NAILS • N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR o END OF 2"Mx PLATEN ARCHITECTURAL r- PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR 4 PT WD FURRING . • I ta1.t• . I LAP SPOCIE FINISH GRADE ;0 MIN. LAP [30- MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD- (1) #5 VERT. IN FILL MONO OR STEMWALL---,,��l 25 mmlmaw. ------------- -------------.._.._� - L -..}- It • • . - • • ` �11=�1= II�II�II'lln� 1-----:...:�_._.:_.�._:a_--=--=.r_._.�. FOR LOCATIONS)- #5 • r (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". -1/2"GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. •5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s E 6x6W1.4xW1.4 = WWF OR FIBERMESH r �, p x 4"x4" INSPECTION P° e z • #5 LAP SPLICE 31/4" BASEBOARD PORT AT EACH NOTE: g o P o I=) I=1 I= =I l=III=� e " #5 NI ,, p 36 MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 1,4„ 8" FOR BEARING WALL (=1I1=I I = I =III=III= I r COMP. SOIL. (COMPACTED TO - (TYP.) FILLED CELL TYPICAL _ _ _ _ 4 W! UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ __ =i ' 95 /o MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ - - M AT GARAGE CONTRACTOR III=1 � I=1 � I=1 I I=1 I I=III=1 11=III=I 11=I 11=1 I I=III=I i I=I 11=I � I I � D1557) MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -� I I,, - I I I i l l l=1 (=III=III=l 1=III=III=1 I I=III=1 I=1 I I I I 1-1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE 11=III_-III , 1►► Ii ,I ► I I 1-1 1=1 I I_ #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETESLABW/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 rG W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE S SLAB INFORMATION. N ' e► = Z 00 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > z min. 4" BARRIER ; p �r 1 v e a COMP. SOIL. °O (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON CHAIRS TYP. #5 REBAR CONT._/1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.DETAIL 4„ V-8" (2 STORY) U) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5," DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ O.H.D. RECESS PAVERS `I z '414 . R ML _ T 3!; T SEE A/S3 OR J/S6 m T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE:3/4"=1'-0" S3 GRADE #5 REBAR w/ OPT. GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" 73 EXPANSION JOINT BLOCK WALL BEYOND 13 O.H.D. RECESS e CM r _ .: • • . . Ch •'y'• . ? + - :. 7712 I . ••, ,� -II mot• OP ,:. 4„ _, SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN r 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) I WWF OR FIBERMESH SEE ROOF PLAN S G D (U N O) P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALAN r. INTERIOR e. e. -3 1/2" � CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e N M 6 MIL VAPOR T - BARRIER 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. _ " CONNECTION INFO SEE PLAN FOR = & LAYOUT DESIGN v TOP OF BEAM IV SEE ROOF PLAN ;p e (2) HTS20 FOR STRUCTURAL E _ BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g 0 ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 Ez SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION r� E J' rM 23 W ABU66 SLAB STEP & RECESS S.G.D. Cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -, W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD e INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. „ ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT •E w/ MIN. (2) #5 VERTICALS oo z GRADE a ° FILLED SOLID (SEE PLAN FOR _ _ _ _ ° Q _ 6 x 6 W1.4 x W1.4 =1 SIZE AND REINFORCEMENT) 0 I I I=1 I I ° °• I=III=1 1=I 11-1' r WWF OR FIBERMESH T M Z w W F=I 11=I III=1 I I-III=I I w 1=III I -III -III= 0 e „ BRICK PAVERS or SLAB PER �COMMUNITYSPECS O W� 0 0 = " (n =III=1 ! • °• = i=l'm-'T- = z a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 0-0 FIN. FLR. IRV I I -I -III-III-III-I I I -I - III w -III III=III-III-III-I III-III=III-' FOOTING I I. ; ,I I JEJ I ll i it I JEJ l i, ,11-III-III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ,,�-,�aa�trstl:►�trro��r� U ' ROFE35\Q+ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g go 8,�� 0[` N C N J M N r` d � ao LL ci 0 :? "•' o� w _j W U- LL LL a a a si ra u.:13 �In°' 0W Z 0 �==� m° $0- W m o r- E cP _j 0 Wco Z �d00 EL IILL A;z aMZ ° d aol3❑ Z W z � z ^� Qq d N _ M � CD s �U O t° � � o w 'I • z _■ U � � . r o W Z "_ E w� g� �° go p t� Z. �� oa I , Z � N rp ad xz W WU �a N C a m m o ou <W z J $� �Z H W U°Z o o 15. nj CD CID�w ZIa � r- = M T ^L' W D cD .> Ln N Co F� 0 C N O � Z � � r I Lo 0° r O o T- .. E w M N y o Z E :3 c a.0 M < pre JOB NO : 20-1129 SCALE : AS NOTED SHEET NO. S3 (MONO)