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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES INS (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#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. CAIi I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR i� ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN _R FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE oo r, D1 6MILVAPOR )III D BARRIER i p 4 11 1 1 —I I o • 1= N COMP. SOIL. L ° (COMPACTED TO 95% MODIFIED PROCTOR III I III —III —I I I I I 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 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—� 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 A —III—II—I m D -I I Wl�ff—�11 I I t> I, III I C I ICI I ICI 1� o (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 6x6W1.4xW1.4 r WWF OR FIBERMESH °' A D II—II—III=11- I III=III=1I1=1 r 1 8„ 1 -"'q ..— --- r., K 1 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) 7,RL S.P.F. DOUBLE TOP PLATE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL FE 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.) "' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" OIL O.C. OR 5/8"x10' WEDGE ANCHOR a d Q ° A.F.F. @ 24" O.C.) 2" d ° 0' z MIN. 4 a s d ° ELEV. -0'-31/2" �31/2" ° ° ° d d ° ° 2x4 CONT. Q A.F.F. O LL D, �. TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"O —� 5/8"OR TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ W/ 2-16d TOE NAILS @ EACH END 1/2"HIGH STRENGTH ,) /2" HIGH GYP. TYPE H @ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE 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. U.N.O. CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-T. FOR WALL HGT. > 8'-T. INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/F2, SP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR P.T. BOTTOM PLATE 6x6W1.4xW1.4 @24"O.C.) 2"x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH oo — N _ - ° •' 'I l -III-I GARAGE DEPTH VARIES ° ° 31/2' (min.)- =11III 11I I - Ili II1=1I1 ElI I WI 11=1 11=1 I I 1 I I —III I I' (2) #5 CONT. 4" V-4" 8" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1l4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED ' ! GRADE oo p D o ° o I —III —III —III —III —III � p p ° ° III —III —III —III —III —III- z 1=III=III=III=III=III=11 � IIIIIIIIIIIIIIIIIIIII- r FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" s SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ' t GRADE oo 1= _= I I — -(1) #5 REBAR w/ OPT. ' 1=1 11=1 11=1 11= 11= 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT — 14 O.H.D. RECESS z c 13" O.H.D. RECESS _ ° CV M •, y '—III—I I �� —I II '. • ` . I � 1=11 � I I •' ,± ` ° 4" I °° = 11= I I -I 1=11 I I=ll=1 . a a ;, I I , '.a.'•, � ICI —I ILI—III .. 1.4 I �.e' —I '.: '+ '.'`' SEE A/S3 OR J/S6 --'- -Illl I I I II i1 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, SEE A/S3 OR J/S6 J -1 j I I I I II1 i 111i1„ I I111' FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS r-i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C E SCALE: 3/4"=V-0" yy -2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK -USP SPT22 @ EA. STUD -2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR ------ PER MANUF. #3 OR #4 REINFORCING BAR N d. D ' D Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy- 40ks1 D FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 6 MIL VAPOR BARRIER IIIoo o. ° I I=�=1=1 I = R 1 7/8" WT=1 I W�1=. _ z T #5 REINFORCING BAR —� I I I II I D: II I II II I I II I Ill I I� T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO hI I D ° . I —I I= 95% MODIFIED PROCTOR ASTM�—�= D1557) III_„�;IIh„ III,;,III=r 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 01011,J CONT. BEAD SEALANT — a a INTERIOR -3 1/2" d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ad a OP E M 6 MIL VAPOR BARRIER I— HIM IIIII Ili; 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE ZZ---1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT Ez 6x6W1.4xW1.4 `I M WWF OR FIBERMESH co ° 4 K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR J BOLTS 6" MAX FROM W END OF 2" x PLATE 0 D w 1�1=1�1=1�1 m 6D . 1—III—I I I —I 11 g ' I—�rL_. a —_ (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 APPLICABLE. 5/8— EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 - WWF OR FIBERMESH r n p II —III —III —III- o II III—III—II1=' (2) #5 CONT. ' =1 I I=1 11-1 I , , , I I=1 ON 3" CHAIRS (TYP) 8" 1'-4" 8" 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH co 10d NAILS TO TRUSS TOP CHORD FOR TRUSS a AT 24" O.C. MAX. CONNECTION INFO _ • . SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN . a a SEE ROOF PLAN — — FOR STRUCTURAL ="� I— I 4, 1 F ' BEAM SIZE & f 2x4 P.T. CONNECTION INFO I I PLATE 7116" O.S.B. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 „I I-rlfil-"= g ngEspE"p�" MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. 4 COLUMN LOCATION z ATTACHED PER NAILING OPTION #1 U) SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w SLAB INFORMATION. w o SLAB STEP & RECESS S.G.D. M LU -,--SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 U-0" FIN. FLR v M .•NX9161 �. STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. R10 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS MASONRY WALL AND PAD FOOTING ; 8" MASONRY WALL I -- EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL I MAT REINFORCING. T ' ' M 00 GRADE_ — a ;III —III a a. —III —I —I —I z � w III=1 =1—I I —I —I I w U_ IIIF I— FOOTING III l l I —I I 1_1 11-11 1=1 I 1=1I I=1=1 I- 1=1—I—I 1=1 ,� I =I 1=I 1— BEYOND PAD REINFORCEMENT -�—III—I—' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 G M O O — O Q J Cl- z O V) U V) 4--d LU M w OE CLI ZD I` o (%) o 0 CO U U W F- E aMM C M M T 'd M — U all O O p =m a) l U Y�00 0 0 Y rn CL u7 O ' Q rn rn Q o A 18 u.a.° ° D. t V a' � "0 �ri/r o N r cfl "�.N�i`� o Z o �'� � Z J F-`�' r.r.r0� a 111 ' a o �. Zft. m VkvV, Wu ,. . t D,C N C� Jan O Q 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 5th 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 ON z O v 14 ;E O z 1ON �4 M O M a (�;roLn a. cn d" Ln 4 IL Q� U o_ 000 Q E � � � z W _jCD oz wu_0 w coz a w gZ>_ZQ° zQa8UQQ U z �gL 0 to 0V)03:�0 C:)�f—Q_0 @ ��J C:)ro Lf) N LNIt) T� CLu J w ° < owEw�o z � 0zmo coo fu l- w 0Oz za -Qoo5N 22>982-1' u-jLU0 u-zQ �zQw20o,C)0 Cy�^ Vz C:)T� JwQ J�Yw a O C:)LL Q u � �- z za SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 100 JOB NO: 17-5174 SHEET NO. S3 (MONO) , Ii-. ;:.iS��id�dllu3lG� W.dIWtl! Asa h,t.init.':Li!ill.:� ..�.i iNllr:d��L I I i