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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS (1) LAYER TYPE 11 (430) 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. e r'li 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 SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT INSULATION PER CHART ON FLOOR BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR 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 FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE CV i CIO D' 00 6 MIL VAPOR III D III=I I = = z I BARRIER I D I l i II I I g COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR III I I I I I=1 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 5 %" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 O.H.D. RECESS ..a�. III 111 f =III= SEE A/S3 OR J/S6 J -� I III —I 11 I I 1 11= — I 1 I I— a III—' " 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. 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 -III-III-I m ° I Ii,llll�t—`I�IIIII�I� I l ° (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 31/4" TAPCONS @ 24" O/C $ c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 N WWF OR FIBERMESH Cl) TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG 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 e NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS 2x STUD 8" C.M.U. 1"x P.T. STUD d #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) 1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED — GRADE co p p ' D p'� —III—III—III — = 1=III—III=III—II � g III III III —III —III N —i i— --_ 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' �r GRADE 00 _ Ii1 ICI ICI—ICI—I� -(1) #5 REBAR w/ OPT. =1I I-1I I-1I1= I1= I I-1I I- I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" —I r-O.H.D. RECESS III ,ICI I I_I -1r 1 I —I I 1=1 I I 4„ ll SEE A/S3 OR J/S6 J -1 l �l l I l l7 i il" 1111 j111- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS 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"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" 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.) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" A.F.F. 1/2" MIN. ELEV. -0'-3 1/2" 0 �3 b . D A.F.F. p LL 4-11-111 CD 04 00 -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR 5/" GYP. TYPE "X" @ -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE -2"x S.P.F. (OR EQUAL) STUDS 1161, O.C. U.N.O. USP SPT24 CONNECTOR {1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-1 (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) •2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR l6x6W1.4xW1.4 @24"O.C.) WWF OR FIBERMESH 1/2" (min 4" 31/2"(min. -4"III—III- - • I I I —III II=I 11=1 I I=III I I I=1 I I I I' (2)#5CONT .1 -11, III fit 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL cni STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". --4NSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 31/2" MIN. I b ° . III=III=III—' 1/2"(min.)-4" 0— I —III —III 31/2"(min.) - 4" —III—I I-11 I=ll-1 I I (2) #5 CONT. 4„ I fit I �6i i i I I 8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc SCALE:3/4"=V-0" S3 -2x STUDS @ 16" 0/C (1) ROW 2x BLOCKING @ MID HGT. /.o' FOR WALL HGT. <_ 8'-6". (2) ISULATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE LATH FIRST 2 " HICK EA CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIDE IF APPLICABLE. PAS c 5/8"° x 10" "J" BOLT @ 24" 1 W/ 2"°X 3/16" METAL LAYERS 3/8 T CH. USP SPT22 CONNECTOR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8 EXPANSION BOLT @24 " O.C. 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR_ SP SPT22 @ EA. STUD ( MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20"MIN. LAP [24"MIN. LAP] SPACE ANCHOR FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH T c PER MANUF. w D #3 OR #4 REINFORCING BAR W D GRADE 40 MIN. Fy= 40ksi -j N z #3 & #4 LAP SPLICE a ° D [GRADE 60 MIN. Fy= 60ksi] —I ((—III—III p . • =1 III —III Cl) -0 D FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a I —III —III —III 1 I I l III —III —III= —i I I=i 11= III D ° ° — — — W III I II 1 III I III III ° —�` —III I _I 11 I111; 6 MIL VAPOR BARRIER L III ° I I—1 I I—dL-11 R 1 7/8" I I— I —III —III —III I —Ill I I —III= -1 I' ll=III=1 #5 REINFORCING BAR —' I I III—III—III-1 I I III=1 I I I 11- III I I —I 11=I 11=1 11=1J N Z 2 #5 CONT. —III-I I I=I I,,, III=1JI I=11 I I=11 #5 LAP SPLICE () „ III D I=III=L=III=� I' 36" MIN. LAP [36" MIN. LAP] ON 3 CHAIRS 8„ V-4„ 8„ COMP. SOIL. (COMPACTED TO =� _ _ (TYP.) 95% MODIFIED PROCTOR ASTM �= 1=III=1 I I=III=1I I=1I I=�=11'- 10" D1557) I�' 4" 1'-4° #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF'�'� WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. VARIES = SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH ;' 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) M . AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN- 71 SEE ROOF PLAN c_ _ _ _ _ _° ° ° FOR STRUCTURAL E - I I —III= III 1 BEAM SIZE & CONNECTION INFO r� 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -III 'III=11 I, 111-1 I I "� I' MIN 7/16 O.S.B. SHEATHING FOR REINF. INFO. 1 8 o ATTACHED PER NAILING OPTION #1 w SCHEDULE 1/2" GYP. BD. ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > SLAB INFORMATION. HOLD GYP. BD. w 2' 1/2" FROM SLAB N SLAB STEP & RECESS S.G.D. rM Ol J CONT. BEAD SEALANT SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 -- INTERIOR -3 1/2" a ° CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB a° 00 N "T M 6 MIL VAPOR = — = (- BARRIER =III=1 1 1 1 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 N WWF OR FIBERMESH c,•, ° 4 a iO —III—III—III=i I I=III=1 I I K S3 U-0" FIN.-0" FIN. FLR.� — 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, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS 1 FILLED SOLID J BRICK PAVERS or SLAB PER COMMUNITY SPECS 00000 �-•000000%%o MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) 00 GRADE_ a C� ;III III ° ° ° • — —III— Z w o =1 —III—III—III=11 LU O o (' = 1111111111 G� I —III —III z Q LL U 1= a a = — _ - m — W N =III=III—III—III ==III —I FOOTING J l l l —III—III—III=1—I—I I- - i1T�iii� BEYOND PAD REINFORCEMENT - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL(N"� SCALE: N.T.S. �3_ C� o --- �I J z 0 u� M �U — OLU Of E 0 Mo C%i r o CO L.0 �,�.. E t0 '0 co - ° O `O o M ) �LLco on W Y � ao Lr) O �T m rn Q o A U 'cBo to e'' t 9 'a S'.Y Cq a nto� .. W> c c�Q,a aE m� LL #j v Z' n� us", - te i oy-15 rid°"�O,,j�`i/�t Y`'f .LJ ❑ qi li�fl 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 O Z (V 0 (3) O M O QM_L0 a- U i Q L o_ U 00, z E Z J S W oZ o a p z < Z < V J J Z a a w < Ce a: oa�0 Z wj z �— < �owZ w W 0 J M O��N J w mzo H w oN Z Z Q 0 r-I g Z Z6 Ln3 z S o ,-� 0 U (n Q 0 d' 0 `"{ z <R0 J O` w x0 O O U Q_ oQouj Q N �*< aow3 $off° Z � � O Z W N U-)=aLL� w Sao~ J rl W Q Q Z o Cwu EQ` ~ QZ M M Z t7uJ a(n o � g = 0 ¢z r, *-+ a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. S3 (MONO)