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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 T P') VARIES INSUL ION LE / 5/8" OR 1/2" HIGHS 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 I INSULATION PER -� CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL- J/ NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - J @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE 11(#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH >4:12 R ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT =I I �I I I I m °' D I �I I I� I I I I o FOR ROOF PITCH 4:12 OR LESS. F--=I I F�=I I F=—I I PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. HURRICANE ANCHOR @ EACHZZ; ;TRUSS (SEE UPLIFT SCHED.) W/ 8„ 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 ELEV. VARIES FOR ADDITIONAL SLAB S3 - i INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA \-'llc2xSUBFASCIA 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 00 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 BLOCKING ----/ \:2_1 RUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O 1(O HIGH STRENGTH6d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARA .) (OR / GYP. TYPE X @ABOVE) GARAGE W/A HABITABLE ROOMSEE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE USP SPT24 TOP PLATE 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 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/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2" x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. U-0" O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" x 6 W1.4 x W1.4 @ 24" O.C.) 211 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2" MIN. a ELEV. 4-3 1/2" a A.F.F. o ° u.. 00 _ ° a N 31/2"(min. -4" II ° • _� III LI- —III— =1Ti. 1/2" OR7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C - N. . 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR —1 I = U.gIII—III=III=T � I (2) #5 CONT. 4" 114" 8" U.N.O. MIN. TYPICAL BEARING WALL (c'>> STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" �31/2"MIN. ° I I �I I �131 /2"(min.)- 4" 00 3 1/2"(min.) - 4" LI=� ° • =1 I ILFj I I (2) #5 CONT.II I ITI�II 18 �' U.N.O. MIN. TYPICAL BEARING WALL @a STEPrcC SCALE:3/4"=1'-0" �S3� EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 HOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK ( IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ -\\N *USP SPT22 TYP. (6) 1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING "' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� ARCHITECTURAL FINISH ASSUMED FINISHED - D PER MANUF. #3 OR #4 REINFORCING BAR GRADE 40 MIN F - 40k ' 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE N o D ° D z #3 & #4 LAP SPLICE - y- sl FINISH GRADE °° 2 [GRADE 60 MIN. l 60kIn (1) #5 VERT. IN FILL MONO OR STEMWALL z M 25" MIN. LAP [30" MIN. LAP] 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN ° o ° - FOUNDATION PLAN FOR CLARITY °D _ __ o0 6 MIL VAPOR BARRIER III I I - R 1 U.N.O. ° -_ D ° o0 FOR LOCATIONS) o ° P =III= -III =III ITI ° I I I=LL I I=III=-, T #5 REINFORCING BAR 7/8' -� 1x4 P.T. BASE NAILER U ° III=III=III=III=III= 1= ? I I D I-�TIIII i I r #�i I AP API IhF 4"x4" INSPECTION D n ° =III=I=1 =III- I= I I I • III- ! - 3 1/4" BASEBOARD NOTE: _ PORT AT EACH III-III=1 = -III � COMP. SOIL. (COMPACTED TO -I D *FOR BEARING WALL III=III-III- FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM ' �= I I=I I J1=1 11= I -I I IT MIN. 2500 PSI CONC. SLAB -III-III =III -III III = = III -III =III =I D1557 I I „ I I, �,1111 i IIIII 111 11111� r� I I- M AT GARAGE CONTRACTOR =i = =III=III= = =III=III===III-III=1 -III_ ) 4" 1'-4" MIN PSI MAY VARY PER TO CUT BLOCK OR POUR =III_ -III= =1 l=III=III=III III -I MUNICIPALITY. - - - - - CURB DUE TO SLOPE-"'-"-"I—"'-"'- CONCRETESLABW/6X6 n NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D� TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" SCALE: 3/4"=V-0" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. c`I I ° D 00 - Z 6x6W1.4xW1.4 D 31/2" WWF OR FIBERMESH 6 MIL VAPOR I D �� I I I Z min.) 4" BARRIER c 1 a ° GRADE D• • — r _ a • COMP. SOIL. ° (COMPACTED TO 95% - I I _ MODIFIED PROCTOR I - - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 Il J�O.H.D. RECESS M SEE A/S3 0R J/S6-'- -ILII1111 1111= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS ri T� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. C —1 I I —III —III III —I ' -(1) #5 REBAR w/ OPT. I- II -SCREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS M ' 4. M �..' - -1 I=III 4" II °° �1 I I - SEE A/S3 OR J/S6— -1 lil I I I II �,I i1 „Ill ,I 11- FOR REINF. INFO. 3" MIN, CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 2 1/2" FROM SLAB QCONT. BEAD SEALANT a INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. X STAGGERED, FROM BOTTOM PLATE TO CONCRETE x (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB o? C _ E� �' M 6 MIL VAPOR BARRIERS--- III=11 �-- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -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 E 6x6W1.4xW1.4 `WWF OR FIBERMESH ( , T-� a K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D W a 1=� I I—III=1 I I I gUj to T I1�11 I 111— (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c 6x6W1.4xW1.4 WWF OR FIBERMESH I I I 1Ell 1 (2) #5 CONT.— ON 3" CHAIRS TYP 8" 1'-4" 8" 10° 06 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 1 1/2" RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH `I 10d NAILS TO TRUSS TOP CHORDFOR TRUSS M AT 24" O.C. MAX. SEE PLAN FOR All CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN e . SEE ROOF PLAN F �° OR STRUCTURAL r - BEAM SIZE & =1 20P.T. I. 1 CONNECTION INFO PLATE F [I 7/16 0.5.8. I 2x4 #2 SYP P.T. FRAMING w/ I I' SEE A/S3/J/S6 i- MIN 7/16" O.S.B. SHEATHING 8" COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 > SEE TYP. WALL SECTION FOR ADDITIONAL > -j SLAB INFORMATION. w U SLAB STEP & RECESS l S.G.D. M SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, `t SIZE VARIES PER PLAN Cl) w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECS MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. r ' M co GRADE a ° 0III=ill ° a. 1=III=III-III=1' Z W —III —� = — —� W 00 0 = IIIII • •� • �• =1—I 1 z a llILL =1 =1=1=1 III -1=1 w =1 IIIII=III=1 I=III=III III ill -I 1= FOOTING -i =1 - !111-11I-' BEYOND PAD REINFORCEMENT =1=i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL ("N SCALE: N.T.S. S3 U' r Z M o _ z° OJ z� Q z W C� nV�' C—n (DIM w p w 0 Iti ~ 0 o0 U w F- CD rnM M c m Cl) to " ' -8 _ tU- co �o Q rn coo o0 env rn Q o A 1 B D. NCHnC o� o n �� . LU U c a <9 O � MLU a M �• NtF F Ss i j \ 0\ 1�� E 4!wIlll To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0 1� �>-IU-)Mp M Q M Ln a V) i Q � LL r Q I— . a �� z§� J W � to z¢o (�! J Qoa UwOor O O o WU Zwwlr M�z4z W �IL 2 N J "moLwn Q Z O ¢U % TI C g 13 g a� r z r—I _0 o Z O _ z J ¢ 'Ow Quo 00 � J 10x�� ZD 0 mc)< N A 1 ` LL— Z w 0 J w s ¢ Q Z Pgge D 2 I1J J � rl W- Q �C7�j o Z o Ujuju a8 ~ l� M Q Z Z a�Z C� a o ^ g = M Z a� � a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 2 . O SHEET NO. S3 (MONO)