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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 Z NP') VARIES INSULATION LE -� 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 I INSULATION PER CHART ON FLOOR / PLAN _// 1 x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 161 TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & g @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 n ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT D ' . T FOR ROOF PITCH 4:12 OR LESS.dIrTILLIN PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. — — — HURRICANE ANCHOR @ EACH - 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 rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1 L 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O 1(O HIGH STRENGTH GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK SP SPT22 CONNE TOR 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. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN 5/8"° x 10" "J" BOLT @ 24" O.C. W/ C 5/8"° x 10" "J" BOLT @ 24" O.C. W/9 SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) �J t' ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE OL O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @24"O.C.) 2" x6W1.4xW1.4 @24"O.C.) 2�� 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH Z �31/2" MIN. � �31/2"MIN. a ° ° , ° 4 ELEV. 4-3 1/2 A.F.F. 2x4 CONT. a LL _ 111 °. 1/2"(min.)- 4" _ ° r 1/2"(min.)- 4" ° a ° ° N OO -r•r ' ° •. GARAGE DEPTH VARIES 4 4° ° a 31/2"(min. - 4" - (2) #5 CONT. r 4" 1'-4" 8" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MIN.SHEARWALLrc SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 'LSEE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2 ROWS OF 2 BLOCKING QGS �`SOS�GO�E� GOB EXTERIOR WALL 8 " C.M.U. A @ THIRD POINTS 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3116" �° 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 @ Fr4. STUD mod TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ 'USP SPT22 TYP. (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —\ /-ARCHITECTURAL / FINISH t ASSUMED FINISHED E o > PER MANUF. #3 OR #4 REINFORCING BAR GRADE 40 MIN F 40ksi 1x2 PT WD FURRING @ 24" O.C.-/ z_ #3 & 44 LAP SPLICE • y- (1) #5 VERT. IN FILL MONO OR STEMWALL Z ; o FINISH GRADE °0 25" MIN. LAP (30" MIN. LAP) [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN o U.N.O. FOUNDATION PLAN FOR CLARITY D D � P e. ° � " _ _ 6 MIL VAPOR BARRIER FOR LOCATIONS) o D ° C If M I I=1 I I=I I I -I 1 It — iv z #5 REINFORCING BAR R 1 7/8 —� II!r�)1"!11�11�!II�lI�I1=11= 11,=11,=1I.=1i.=1f.=11 • MR • � SCALE:3/4"=V-0" � 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 o � LU ° . 3 D LU _ e ) T� I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-611 . 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 :� 1x4 P.T. BASE NAILER 11 ° I I 1=I I 1-111-1 I 1—I I I —I I I- z ' ' • — � #5 LAP SPLICE \ --1 (2) #5 CONT. I I 4"x4" INSPECTION D° I -I I I -I I I -I i I -I I I-1 I I -I 1 2 - 31/4" BASEBOARD PORT AT EACH NOTE: I I I -I I I-1 I I=1 � =1I1=1II= cm COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL FOR BEARING WALL 1=III=III=III=III=IIIi *- o _ _ _ _ _ _ _ _ _ _ _ _ _ _ 95 % MODIFIED PROCTOR ASTM W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=III=III=III=III=III=III=III=1 I I=III=111= I i=III=III=III=1 I D1557) — MIN PSI MAY VARY PER W TO CUT BLOCK OR POUR -I 11-1 I IEEI I M I I=III=11 I=1 11=1 I IET EEI I I=111=111=III=1 I 1-' 4" V-4" =11 l-I I L-III 1 1 li 1 1 li it l l_„III ;III III III= MUNICIPALITY. �- CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. °e ° a Z_ v y I 6x6W1.4xW1.4 ° I? 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ ► _z min. 4" BARRIER C i e A. e COMP. SOIL. ° w (COMPACTED TO 95% — MODIFIED PROCTOR 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 -1-0S3 OPT: DEPRESS SLAB 5Y' DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14, O.H.D. RECESS I. z lag I� 111 111� SCALE: 3/4--To. S3 GRADE ) #5 REBAR w/ OPT. GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS E v <V ' r = M th °' ?Q '. 411 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) 1'-8" (2 ST RY) 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. lod 1/2" FROM SLAB 001-011 • J CONT. BEAD SEALAf � a INTERIOR -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 ' _ I=1 11= 11= Cn 6 MIL VAPOR - —='- BARRIER —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 ' T WWF OR FIBERMESH r, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 8° 3" CHAIRS 8„ V-4"(TYP jxxx/ON 10" ) #6 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 ARIES 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 N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS \7 AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ` ° . TOP OF BEAM & LAYOUT DESIGN a SEE ROOF PLAN 00 _ ° �.' A ' ° v ° FOR STRUCTURAL -1 i= - BEAM SIZE & m N d 2c4 P.T. CONNECTION INFO c i - . • ° a' PLATE 7n6' I I o.s.s. I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 " MIN 7/16 O.S.B. SHEATHING 8 ION Z ATTACHED PER NAILING FOR REINF. INFO.co 0 OPTION #1 COLUMN LOCAT w SCHEDULE C j SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. LU Uj SLAB STEP & RECESS 6dy S.G.D. M SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 7 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE W/ 1/4"x3" TAPCONS AT 8" O.C. 0'-0" FIN. FLR.jk IRV Y t7 I1t:I1L�iI:lfJ" 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 EXTEND FILL CELLS c TO FOUNDATION PAD _t `v CONT. FOOTING STEEL MAT REINFORCING. Q ' t'M LLJ ;III -III ° ° °-III III -III -I' Z LUo I -III -I -III-III-III-III W $o�'W IIIIIIIIII • ° aQ l11=III_III_- M-z ILL z� �, — =— a 111 I =III=1 11711 la I I I I =1 I EI J II- = W I 1 1 I 1-1I I-111=1II=I I I 11=1I1-1111= 1 FOOTING d I El 11=I I I=I I I=I I I ,11 .. 111-I I I-' BEYOND PAD REINFORCEMENT-)-� I—III—i —' - (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL (2S3 SCALE: N.T.S. C9 Z Z Z a z 4-' w O t/) = E �N U so � rNi M U-j '® C fC M La -0 U c C� g ¢ A�i o B D "" C�/77 �QW o Zvi`... cV o'�'I�� 0 w ,a ••Imo 3IM — v F U0 \ d pROFESs To the best of the Engine i If tlon, and belief, the structural plans and spy ons contained 11 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. 1f O Z N OWN t> C) M Q V '0 In Q LL. r Q CL O 00 Z WLU � Mj Z W Za i- j 480, 480, Q Z Z z LU CO) " � W Hy!§ O M z j 1 0 U a Q Z �g IU- �yRY p Z N W G Z~ ? Z V SS a m LEA 06 Z Z g L � 0- = cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO 10 SHEET NO. S3