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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / (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. SN1 ELEV. VARIES 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE 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 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Ill a- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c CN D 00 6 MIL VAPOR`/ BARRIER — I ; p__,X 4 IjIj}I 2 — D • • — CV COMP. SOIL. ° '- (COMPACTED TO 95% MODIFIED PROCTOR 7 I I ilT Tfl— 1TI 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 O.H.D. RECESS z 0? SEE A/S3 0R J/S6" -ILI I l l 11 i,l i l, I I III! 17 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 �•� 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.) (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. d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1,4 r WWF OR FIBERMESH `o I�II�II—IF I I I I I=I I I —1 I=l r 811 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 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 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 (TW) `o ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" � — O.C. OR 5/8"x10' WEDGE ANCHOR a p a A.F.F. @ 24" O.C.) 211 a d a ELEV. 4-3 1/2" �3 1/2" MIN. 2x4 CONTa d A.F.F. O U_p p pa dp OZ0 N �v D 00 31/2 "(min.) GARAGE DEPTH VARIES I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N 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 *USP SPT22 TYP. SPACED EVENLY "' 2x P.T. PLATE ASSUMED FINISHED ' GRADE MONO OR STEMWALL FOOTING MONO SHOWN P ° FOR CLARITY p D °p o ° 00 D o—III—III—III—III—III ° III—III=1 _ _ _ _ _ I I F9 11=1 11=1 I F: z NOTE: p D° g ° oI>I I II I I I I I I II N *FOR BEARING WALL 1=III—III=III=III=IIIE71,T W/ UPLIFT ONLY I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I— ' FRAME WALL —III-1 I I —I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I —III- I L=III„_ I III III„T_l -III- TO C.M.U. WALL CONNECTION 11=1 11=1 I I_—' — I- rD 1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° GRADE 71 7 1' _ 1, 1) #5 REBAR w/ OPT. Eti IIEI — I— I 1=1 I I -SCREEN ENCLOSURE MIN. ICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E d T co ' M ►1-11 411 ll �• SEE A/S3 OR J/S6 ---" -I LII I I I II 11 11 III I]J I FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. (2) #5 CONT. 4„ U.N.O. TYPICAL BEARING WALL "SHEAR WALL" 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 %" 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) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN 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. CONNECTOR 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 PTS FOR WALL HGT. > 8'-6". 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/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR 6x6W1.4xW1.4 @24"O.C.) 211 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH T �31/2" MIN. MIN. D SHEARWA SCALE: 3/4"=V-0" 1/2"(min.)- 4" 00 QS�GJ 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QGs.i�E 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 @ 2x STUDS @ 16" O/C J THIRD POINTS ULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 NOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. @ K.O. BLOCK SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR EPER MANUF. #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi D D Z FINISH GRADE °° 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] III— II 00 6 MIL VAPOR BARRIER —III I D ° I =I I I-1I1 1 � —=_ =III— I1—I I—: -' T #5 REINFORCING BAR R 1 7/8 —� �Ti I. T lr- #ri I AP 4PI Ic F 111111 • :I� II 1=)I ° COMP. SOIL. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM I D 1557} — II I h�I II(I II I I I 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 01. 1 a CONT. BEAD SEALANT _$ Q ° a ° INTERIOR d -31 ° . CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Od a 00 co 6MIL VAPOR BARRIER -=1 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1`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 c; 1 `WWF OR FIBERMESH L r, Ta a 1 f 1 S3 (2) #5 CONT. 14 T' 11-'I 1��11 I-111 118 IU.N.O. j MIN. l TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM 1¢— END OF 2" x PLATE w � D LU a 1=111=1JT.—III LU LIJ 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN —SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & 2x4 P.T. CONNECTION INFO W PLATE 7/16" I I O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ I MIN 7/16" O.S.B. SHEATHING COLUMNLOCATICN z ATTACHED PER NAILING w o SCHEDULE > w W oL 0'-0" FIN. FLR. IV It CM SEE FLOOR PLAN FOR 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 FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS (2) #5 CONT. =1 I 1=1 I ON 3" CHAIRS (TYP.) 811 1141 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 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/ 7EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) G 6x6W1.4xW1.4 WWF OR FIBERMESH M r E� 1.11II—=`III-11 CD III III=III=III=' r TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES a ., C lnrl a .. 1A/i A J ' 1 Vll IILIIYI IIYI V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL —� CONT. FOOTING STEEL- - z 00 GRADE— c� ;III=1 d • a z = 0 0LU N Il lllllll • d � I�IIiI IIII PAD REINFORCEMENT (SEE SCHEDULE) PATIO COL EXTEND FILL CELLS TO FOUNDATION PAD _ MAT REINFORCING. ce) d d �[ J LU •� a. II=III=1I1= z d 4 M Q FOOTING =1 I—III=1=1 I III=1 1=1 I_ U IIIIIIIIiIIIII��III „II III -III BEYOND 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE UMN FTG. DETAIL rN SCALE: N.T.S. S3 u, zM 0 z� CD QJ cn 4--J LLI (Z o �V — 0 LU E = o0 �VNi V LU Monkt— p U a)M C c6 M N co— O CO CV a) LL 00 cueiz- iI �o <CL tr ColO U,0 rn Q o Al I N -C 4qS\ OwAg ��.,.. �N Carr, o ` 0 �t _ o Z U- ( �. _4 iv To thebest of the Engine 's 4� �ig� ation, and belief, the structural plans and spic9fledtions 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. i O Z No 0�1� C:) �4 > 4.1 Q � a cn•L� H N LL. LL .-. Q V CL >_ Z W J � mi oz zaa 2f— r^ VJ VaO� z O a U zLUW� LU 0o�z g Q o_O0 O�I�io Uz�o _3 Q> �Z T ru06 a D M O > o z V _ Ln Q z �¢ � � 89 ° '`..' O wo86 Vamp �j N zaO� 91�J cDa<� a 1- 19 P, Z N �a�o w to w W aQ°o J ri LL � �QzU E�8 M Q Z Qwz Z tj z O 06 �( �1 = O a z � Ea- V E SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. � . C SHEET NO. S3