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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 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 INSULATION PER -� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (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 ALUMINUM DRIP EDGE ALUMINUM FASCIA %12'N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL 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 n- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE , L D T� co eNN _ D 6 MIL VAPOR D I I= z _ BARRIER ; D �� 4 o • 11= N COMP. SOIL. ° (COMPACTED TO 95% — -1T� — _ MODIFIED PROCTOR I�— ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION q 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 O.H.D. RECESS SEE A/S3 OR J/S6 � ILI1 Ili 5111= 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 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 d WIII � I m D' 1�1II II , fr 5/8"OR 1/2" HIGH STRENGTH J (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 (TYP.) `, ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 ° 0 3 1/2" MIN. a ° 4 ELEV. 4-3 1/2' A.F.F. o ° a ° ° °4 ° 2x4 CONT. ° ° 0 o D ° ° 4 t0N I1W—I° ° 31/2"min. I fI-I DT= 4-i I I GARADEPTH VA s(2)#5CON T. I 4„�11 8I II„ TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP -I1 SII �II HI I'EI' I AII I RI— WALL SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB S INFORMATION. — = (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 & @ 6" MAX FROM END OF 2 x PLATE _ 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) D I �I I I=� I=i 11- II III=III—III—' - 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL 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"x31/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY D p P ° o I ° III—III—III=III=III=III= —III —III —III —III —III I NOTE: D ° � I g III=1—I—I —III —III —III —III —III —II � I —I —I 1= N *FOR BEARING WALL=1 I=1—) II II II T W/ UPLIFT ONLY I =I I I=1 1 1=1 I —I 1=1 1=111=1 1=1 11=1 1=1 1=1 1=1 1=1 =1-1 II II I= 1=1 1=1 1-1 I— FRAME WALL I—III=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 —11=ITI-1 1.=1 TO C.M.U. WALL CONNECTION 1=1 1=1 11—' K`�D� SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" a' ° e 00 SCALE: 3/4"=V-0" GRADE T 1T-1-I 11 i I-1 (1) #5 REBAR W/ OPT. 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" r'O.H.D. RECESS CV I a': .: • ' �. . M = — —I I MI I I 4„ I , SEE A/S3 0R J/S6J -1 l I 111i1 I I� I ] 1= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" 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 @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (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/- 210x3/16" PLATE WASHER (TYP.) Zx P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 6x6W1.4xW1.4 @24"O.C.) WWF OR FIBERMESH r31/2" MIN. 1/2"(min.)- 4" 00 3 1/2"(min.) - .. =ILI III HI' =1 II I ITI=1 11 (2) #5 CONT. I 4 I I, �,I (� �I ICI I, II U.N.O. MIN. 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 FITS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH �uP 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING osE ?CS. 1 NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. S (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C GoN�o 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" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK 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 [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR E PER MANUF. #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. F740ksili.]DFINISH . D Z_ Cl) — — .� D. _ GRADE O0 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. F 6 MIL VAPOR BARRIER =111 I I D ° °° '- Z #5 REINFORCING BAR R 1 7/8" I I I=I 1—I 11=1 III=� =11I 11=1 11=1 11 r T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM I I=L=11 I=I ((=III=I 11=T= D1557) I_I� III_„III, ,I I hI I I,,,I I f I l P 4" 1'-4" 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 0 1-01' a CONT. BEAD SEALANT INTERIOR ° d a -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ao N 1 1-11 11= ll 11=_ '' ;III-1 L BARRIER =1 1=I 111 ��111 M11111, 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 r, d d a K S3 TYPICAL BEARING WALL @ STEP CC 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 0 D LU co 1I1=1I IWT_I 6 p . CL —III=1 I I— I uj g 'I=1fIWT_I I1�=�� • 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F 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 $I SEE ROOF PLAN FOR STRUCTURAL -' BEAM SIZE & 2x4 P.T. CONNECTION INFO PLATE 7/16" I I O.S.B. i 2x4 #2 SYP P.T. FRAMING W/ ' MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION Z ATTACHED PER NAILING w SCHEDULE I j w oU 0'-0" FIN. FLR.� ; 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 I=I I I ON 3" CHAIRS 8 (TYP.) " 1'-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 T _ _ D I —III—III—III II III —III � f r 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 4 ,n" nrnr-ac+ rnn VARIES 12., G %Ali A .. 1AN A J ' v OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �' SLAB STEP & RECESS na S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS r_ TO FOUNDATION PAD MAT REINFORCING. CONT. FOOTING STEEL r ' co 00 � GRADE — a ° w —III—III d—I 1—a1—I 1-1' z = w o=1=1 =1I I—III—III=1 w UL Cl) III —I —I 1=1 I —III —I —I 1= FOOTING BEYOND PAD REINFORCEMENT -III—III—I —"' 3" MIN. CLEARANCE (SEE SCHEDULE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 (D!_ Z M O Z a- O Ln U Q) 4--JLu w 'rz p U— w 0 � 0 Cl) o U m ti w I.-_ E —c� aM Cl) C @ Cl) T M M Oo0 i o r�00 O c, Y <rn C 05 rn v OL rnQ o A , B D. N pC B N C s e a�9�NiNaa TKO � � E �I T. )S O �Z J N N r� w w �t s ° _z O L� s S,0 ®��1111IIIi1'11 ❑ 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 Z No 0 a) N � �O � M � � Q oC U Q Q00 .� Z WJ 0 0Z za U) f FQ U¢O� z o U Q Z au -Z U z z W U w 8 rl a d M R��o J � a w oN zz 0 � � z ��; LL a Z C M 06 a 0 O U = fu �- Q Z WE Ho au=Y� F o � O N LL.W O¢O� Z Q 1 ` c�a¢3 Q °�'� Z oo9' wcy� f w J In r�i � Q Q Z Q 2 nQzO Pia C u, z N M k Z aLn �z o Z g Lt l :10 a 11 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 200 SHEET NO. S3 (MONO) I I I I r�'flPr