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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �(TYP.) VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE 7' @ 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"1 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) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER r/,j, 4"1 INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB 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 DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E N ' ° D CO Z D 00 6 MIL VAPOR BARRIER D —I � • • — N COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR i ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. STD. 90 NOOK (SEE ON 3" CHAIRS TYP. 4" 1'-4" 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 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 BEIM m .D (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'1 (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE _ 6x6W1.4xW1.4 WWF OR FIBERMESH .A . . A. . 1 8„ 1 .1-4' .1 . 8„ I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 0 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 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. @ MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/80 x 10 J BOLT @ 24 O.C. W/ _ 2"'x3/16" PLATE WASHER (TYP.) _ T (ALT: 1/2'1 " TITEN HD @ 24" JI `' ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. " " ° @ 24 O.C.) 2 0 �31/2" MIN. a ° ° < ELEV. 4-3 1/2 Z n d d d 4 2x4 CONT. d A.F.F. O 0 ° d o ` ° 1L=1 I� I'31/2"(min.)- 4 a O 60 a 31/2"(min. -4" �=LI1 -I_ - GARAGE DEPTH VARIES 9 ^ G _ II-1 llL I II�� 1 Aii� � d .. � � �1I- I I GARAGE SLAB AT STEP rB SCALE: 3/4"= V-0" S3 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 WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR 'USP SPT22 TYP. S6PACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN00 ° FOR CLARITY p o ° � I III —III III —III III I ° III III —III III III —III- P° I1—i ��—I =1 NOTE: d � 4 III III=III-III III= I I=- iv 'FOR BEARING WALL III= -III-III III=' T W/ UPLIFT ONLY _ l l-1 =1 I-1 I i 11=1 =1 FRAME WALL TO C.M.U. WALL CONNECTION 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 00 -(1) #5 REBAR w/ OPT. I I IUE I 11— I I— I1-11=SC,�tEIV ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 r BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ C - 14 O.H.D. RECESS z 13' O.H.D. RECESS _E M • a.. 4 I � I 1 ' 1 e II I� •.e� .�� — SEE A/S3 OR J/S6--� 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. SEE A/S3 OR J/S6 � -II i I I� i I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'-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 (2) #5 CONT. "' l l l "' "' " U.N.O. 1'�11 MIN. TYPICAL BEARING WALL B STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 0 2x STUDS @ 16" O/C I<SULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/810 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 FIOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH EEP SCREED INSTALLED BAR � EPER MANUF. #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi z_ #3 & #4 LAP SPLICE FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] M — D D • 25" MIN. LAP [30" MIN. LAP] 1 �I — 6 MIL VAPOR BARRIER I I ; o e. ° — I °° R 1 I. I I N z T #5 REINFORCING BAR 7/8' -� #. l AP SP1 ICF COMP. SOIL. (COMPACTED TO III D II 1 95% MODIFIED PROCTOR ASTM_ D1557) 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING 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 EE 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". 4NSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"x 10"'1 BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR :::2 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.) 2�� 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH 3 1/2" MIN. Go 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 Ol J/ CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. ` W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB � 6x6W1.4xW1.4 N M WWF OR FIBERMESH OP €_ M 6 MIL VAPOR =1 '�I _! 7- -, BARRIER=''=1-III -1 ,1 IIII IIIII I�Illlllll 11 11 =_. -; 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-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 � D U w —( L1�1—I I I l�� D • I— (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'1(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#) s E 6x6W1.4xW1.4 �, WWF OR FIBERMESH M � D. O II ► rIPI11L (2) #5 CONT. =1 I — ;1 ON 3" CHAIRS (TvP ) 8" 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES 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 Z` 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° & LAYOUT DESIGN ° - - TOP OF BEAM SEE ROOF PLAN - ° A ° a I, ; FOR STRUCTURAL v �, - , , , ; I 47 BEAM SIZE & I I , W 2x4 P.T. i. .-I CONNECTION INFO Cl) � PLATE � ' O.S.B. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S61, COLUMN LOCATION Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Cr SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. :� W 55 W SLAB STEP & RECESS S.G.D. rM SEE STRUR PLAN FOR COORAL COLUMN SIZE SCALE: 3/4"=V-0" S3 & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"xT TAPCONS AT 8" O.C. 0'-0" FIN. FLR.lip •0000� .�. ��o 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 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE_ - a M C7 III — Z F- w o III=1 I I I=1 III ! w 0cwnW w=i _ T 0 v o z _III=1 • �' • J a -__ -__ - z z I1-1II4 III —III=1I = M LU= FOOTING -1 T3"MIN Q - BEYOND PAD REINFORCEMENT -=1--i(SEE SCHEDULE) . CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 z( z° z Q J CL �--� Uj � p U — 0 LU V) ~ E 0 m '- i� t/i o 0 m04 � L LJ r- M o 10 '0 O o 0 4i = Oj L 11 OD co aoi Y CL o 1.0 o v' Q rn M 0 A 1 B Do "o . w �g�o � v ugo Yz ¢°tivZ.o, N �' N N-•r,Y � J Z .e 1t4v /mary oY Ii 3 Tti N O O W Q> J :3J LL C LL O W L U) 0) ) Z Q .Z V O s. LL �; "W, f - 0'.10 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 O4_j_''p II �>i U0 M O Q V) rO U) Q L a F—,^ U a 0 a E� Z J W � d' �J F- oZ �o 3� w � z a <a ~ C/) J a�a 0: F ��U0 U W ..z 2 w O�t�l N w F W O oN L Yo az S r z W a � g a z ,--I 0 S 0 o J U = Q Q z Ou- ago M C) J O U P xo� O 0 �<0 N U oa z J Z J z a < Q owe i:u-�o �o�o Z Z LU r�-i u> I1J gaff >( Q WZ 'z J LU z C)aa Q Z it ~ o Z 5i VI Ln M LU Z ao O ^ J = r, •-i a cn SCALE . AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 SHEET NO. S3 (MONO)