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J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGH---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ 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. 99HOOK (SEE DETAIL)- (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE It (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 !%2"' ELEV. VARIESALUMINUM DRIP EDGE ALUMINUM FASCIA N. 0 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ z 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL s U.N.O. CELLS (SEE FOUNDATION PLAN r, o FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION d 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 0o MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N C 0 V T - co C (1= 6 MIL VAPOR o I- = z LO 00 BARRIER - p J COMP. SOIL. e C�4 (COMPACTED TO 95°10 �l li MODIFIED PROCTOR TI I I I1Tl-i 0o ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 �2, o OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND co DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--k L EL BLOCK WALL BEYOND 14 O.H.D. RECESS z M SEE A/S3 OR J/S6 J-1-11-1 I I l 11 �,lil, , 111111 1= FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D ° rl I I=1 I �I m D -II-IIII 1=,Illrl�lllll�lllll�ll I r o (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. b 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH I =1 11=1 III- o 1 III-III==�1=' :- [. 8" L -1 w- ..-... ' � I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB INFORMATION. GG S3 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) r, ELEV. 0 -0 (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" ° 0 z MIN. ELEV. 4-3 1/2" �31/2" ° ° 2x4 CONT. a A.F.F. p 0 . °a _ g. ° �, ° a ° a _ tV ° 1 " �4r' 1I I ° �. -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR / s „ GYP. TYPE „X„ @ (2)16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW -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. (12)10d NAILS U.N.O. �1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd FITS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS -2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 16x6W1.4xW1.4 2„ 6x6W1.4xW1.4 WWF OR FIBERMESH 'WWF OR FIBERMESH 1/2"(min.)- 4" 00 ° d a o- Q 3 /2 (min. - GARAGE DEPTH VARIES - _ -11 [.I I ll-111=11 �I I I I -I I 11 ° ° 9 ° '' I -I I -IIII 111111=, I 1 1 III I' (2) #5 CONT. 4" I— 1-4" 8" MIN. G ARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ N 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ° p p °P o FOR CLARITY D ° D p D p D ° I _00 _ -III-1 III III I I I I I_I I I -III -I I f-III=1 11= Z NOTE: D o° g ° � D III =) =) I I 1=) III= III -III III I C I -I � I *FOR BEARING WALL �iTil�liTil N lilllliill��iiil�l r W/ UPLIFT ONLY I _ I I=1 I =1 =1 I=1 =1 f=111=f 1 1=1 I I=1 I I=1 I I=1 I I=1 =1TI=III=III=III-III_III-III_III=111=III=III=III-III=111=' _ I -I I m"TU ' FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4' GRADE 00 _ '-::: 11 F. l lil—1 � l—1 -(1) #5 REBAR w/ OPT. I=1 fT= I PSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS A M (` A' `" '-III .I I rl I I=11-I ' . `'• �'� Q' � I I �I I ��. I I--r.. _ I III'III' SEE A/S3 OR J/S6 — -1 LII I 1 111 111 I, I I, III 11= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" �3.1/2"�MIN. (2) #5 CONT. -f 14-;1i 1 I-1 Ij �4� l 1->1 i 111 1 i $i U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" coy,,. �Ec��cU 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING Qcs NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. GoNJo s (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C THIRD POINTS f NOTE: ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON 5/8-x 10" "J" .BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (1 )10d NAILS w/ S PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O, BLOCK IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE --\ MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ &-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] 2X P.T. PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH BAR w END OF 2" x PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED c PER MANUF. W #3 OR #4 REINFORCING BAR U z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi =� _ — r [GRADE 60 MIN. Fy= 60ksQ p p FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] a I -I 11=1L�I I I- III III -III -I I IT 11-I III I=III=1 I �I ,L r ° i W -11 TI I I �=6rF, 6 MIL VAPOR BARRIER -1 I I I I> ° .' I I -(I L-111=11 Tf . R 17/8" `n II=1 I I W ° I I=1 I F-I I 1=111-, _ #5 REINFORCING BAR _I , LW�W ( -7 I 11 I I I I I I ♦ o I =111 ---' II I II i IIII i r T #5 LAP SPLICE (2) #5 cONT. -t I III-1 I I, , , I I, WI I I�-ii� — COMP. SOIL. (COMPACTED TO I ( ° ° �- 95% MODIFIED PROCTOR ASTM 11=1 D1557) I 1 IIII I I II1T1 1 III =1 4" 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 J CONT. BEAD SEALANT ° Q INTERIOR ° d -3 1_ / CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE " (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °a ° -�_ III -I M 6 MIL VAPOR _= i' I - I=1 —1 BARRIER =111-I IIII 1 i 11 II I II I I � II I III I I i 1 I1 4" 4„ INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" N 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICETYPICAL INTERIOR BEARING E REBAR DETAILS rF_'� WALL W/ UPLIFT rG S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)\7 1 1 co AT 24" O.C. MAX. FOR TRUSS �N 4 SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN a - -_ ` II 11-1 I 1=1I SEE ROOF PLAN c_ - 4 ° 4 .a 4 FOR STRUCTURAL I=�1� -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESHcn S3 BEAM SIZE & . m a. I CONNECTION INFO M 2x4 #2 SYP P.T. FRAMING wi =1 I I II (I=I I , ,� I 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �r_41r" 8" zz ATTACHED PER NAILING FOR REINF. INFO. co 0SCHEDULE OPTION #1 Ui 4 > SEE TYP. WALL SECTION FOR ADDITIONAL > J SLAB INFORMATION. SEE FLOOR PLAN FOR o W STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. rM & BASE CONNECTION INFO. SCALE: 3/4"=1'-0° S3 SEE DETAIL 16/D1 FOR IL SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN PORCH SILL O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _9 d SQUARE CMU BLOCK BASE CONT. FOOTING STEEL MAT REINFORCING. Q ' SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS 00 GRADE a FILLED SOLID (SEE PLAN FOR =_ __ a _ SIZE AND REINFORCEMENT) C'3 I I=I a a=I III-I=1' z-III- a. w III -I I III -III III w I=1 I_I 1= z BRICK PAVERS or SLAB PER 00 �' _I I_I ! °__ �COMMUNITY SPECS I'' -''- - - - - cl) 0-0 FIN. FLR. IV -i -I-I l-I I -I -III-I i- FOOTINGLU -I i t III -III III -III -III III -I 11=1 I I_ If IIIliillliiilll��lll , I _=III-11I-' BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �13�_ >n M CD J Ln C4 Qj C Cl •U — 0 LU t/) s 0 � C� o m M 1� a� C N M 1° E O O t5 00 0 0 o i::- -Crn rn¢o N Yc wan CIO N .ay W i"t i �L J LL oft t W 0- To the best oft US�in }Yc wn�'orm tfr% and belief, the structural s and F0'e8,2ation r� q fined within these drawings cdt�l�dlpY�tte^ }orida t8l Building Code- Residential 6iN i ni Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 z OIL >Z I-,�MO M Q _ CL ,L � Q � LL X OC U fl. C)o a W J � d' J O 4 z 3:9 � O Lu zaa <a LLQaLa U O'0 Q ZWW� Utz W a.CoLo 0 ��- RF o J Z O G U oC zZ un z 06 a Lr) z tV o 0 U _ z uj oLL ¢VY o J,. Q8Q 0 N A I� z<R< W � J Q �g a 2 z W In di'_ t u.i � 0 U W U N Q z 2�� = Q1 z [._ ji Z co ONO Z W _1 Z uj SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 5ol SHEET NO. S3