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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 TP') VARIES I►13�J 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 —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c (1) LAYER TYPE II (#30) @ 6 MAX FROM END OF 2 x PLATE v UNDERLAYMENT FOR ROOF (2) #5 CONT. ON W 6 x 6 W1.4 x W1.4 N PITCH >4:12 CHAIRS (TYP.) 411, 1 F:�) WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II , ° (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR - o. _ p p. P LESS. - I N PRE ENGINEERED WOOD il TRUSS @ 24" O.C. U.N.O. - HURRICANE ANCHOR @ EACH - - IT- METALTRUSS (SEE UPLIFT SCHED.) W/ g'1 - PL. UNDER EA. TRUSS //,,—MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=V-0" S3 ELEV. VARIESjdkINFORMATION. ALUMINUM DRIP EDGE LUMINUM FASCIA 2x SUB FASCIA 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES n a n ° 4 a d a GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2x STUD CK G 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END s (U.N.O.) (OR „ „ GYP. TYPE X„ @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 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. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"°0/16" PLATE WASHER (TYP.) 2"00/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR x6W1.4xW1.4 O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" WWF OR FIBERMESH @24"O.C.) • � , � i= lil��1 -y11 .• ► � 11�l11.��II�II'� I-'clll 3%II11 1=11 III 11 I II II • G 7"' 055 SSG ors �NJ� S c t0 8"x8"X16" KNOCK -OUT D EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLO IN @ THIRD POINTS 2x STUDS @ 16" O/C 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 N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 AOOK 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 @ EA. STUD 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"x31/4" 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 c PER MANUF. FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR — 1x2 PT WD FURRING @ 24" O.C. GRADE n - GRADE 40 MIN. Fy- 40ksI A . it> FINISH GRADE #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° a. u 25" MIN. LAP [30" MIN. LAP] CELLS (SEE FOOTING MONO SHOWNAL ° U.N.O. FOUNDATION PLAN FOR CLARITY D _ _ _ _ 0O 6 MIL VAPOR BARRIER � °e. ° ° _ _ _ #5 REINFORCING BAR R 1 7/8' FOR LOCATIONS) p p D ° 0 = -= =1 I 1=1 ICI I =1 _ z 1x4 P.T. BASE NAILER ° III -I I=.I-I I=I 1= 1.�= ? #5 LAP SPLICE 4"x4" INSPECTION �' _ _ _ _ • NOTE: 1=III-III=III=11011=_II � 31/4" BASEBOARD PORT AT EACH � ° � -III=III=III-III-III-III- _ o ° 36"MIN. LAP [36"MIN. LAPj *FOR BEARING WALL =III --_=I h- -III-I T COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL _ _ _ _ _ _ _ _ --i ' 95% MODIFIED PROCTOR ASTM - - I - 101, W/ UPLIFT ONLY _ _ 7-1 - MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ -_ _-� W11M AT GARAGE CONTRACTOR III=1 I I=1=1=1 I I=1 1= I_I=1=1==1=1=1=1 1=1 I_I-1 I I D1557) MIN PSI MAY VARY PER cn �I .-III=1 =111=III=1 ==1 =1 I I=1 I I -1 I �-III=1 I I-1 l l I='' 411 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR I I 31/2" 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. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 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 (2) #5 CONT. 1,417, n�I 1r-41,11'-'-'•111 � 8„ IU.N.O. 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 J BOLTS 6" MAX FROM END OF 2" x PLATE o n W U � 6 . � w � - 1/2"(min.)- 4" (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 APPLICABLE. 5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH tT �111�1 �71-. (2) #5 CONT. =1 I ON 3" CHAIRS (TYP.) 8" 114„ 8„ MUNICIPALITY. CURB DUE TO SLOPE - I=I I L-1 I L _i=. ).l Ji _„ :-_;-I -I - - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB WWF NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING W1 4XW1 4 WWF OR - "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. Cl)v - I 00 6x6W1.4xW1.4 ° So 31/2" WWF OR FIBERMESH 6 MIL VAPOR- ° BARRIER D p 4 a . A a NIf COMP SOIL ° °O (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4-1 1'-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-01' S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS—]�O.H.D. RECESS II-�1 I�11 SEE A/S3 OR J/S6-� -1i-111 �11J I I, 11 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8- (2 STOW) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" `v GRADE a � (1) #5 REBAR w/ OPT. Tf�HSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N T M SEE A/S3 OR J/S6--'- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC IRY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS E N co SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. e. 1/2" FROM SLAB 1 01_011 a CONT. BEAD SEALA& a INTERIOR ° a -31 4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB �a - =' th 6 MIL VAPOR -I i'= BARRIER"7 T 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 `1 WWF OR FIBERMESH a o K S3 REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN �, E AT 24" O.C. MAX. FOR TRUSS ° SEE PLAN FOR CONNECTION INFO e TOP OF BEAM 1V I k A I I & LAYOUT DESIGN SEE ROOF PLAN `P 2x4 P.T. or PLATE "T' O.S.B. COLUMN LOCATION --� FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE EE w oLU 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 �,�,,•,, vj•p v,\ r 4 '�i;G'�i'�i'�i'ii ��i'�i��i'�i ---------------- -- �. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— LAB STEP & RECESS an S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -, EXTEND FILL CELLS c TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. Q ' T M °° GRADE -_- - - d Z W 0 I---_-1I1=1 11.1-I 1=1 1=1I I w cr o w uiii aw :III==III_ I --I-I I=III z 0 0 = =111=1 • • • _ z a I_I =� 11=1 I =_I I I -111 w =1-I_I_I-III-III-III=1 III-1 -1 11:- FOOTING LU 11=III=III=III: =III „I --III-I I-' BEYOND PAD REINFORCEMENT -� 1=1--=i 3" MIN CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CD "' Z o — o Z Q J C1_ Q) C 'I--J w M o 'U — Ot.0 C ~ o 0 V) 0 f- U Co r` w I. E c � cNn M c m .'. 2) — U W® O oN U N Y O Y C o Q 'n v o AIf 8 1 Ds V' /11 22 �M %EO � I a t, In &;~;�� to cc CC N o ,� r� a►•mw C c'I� - UM Q W, 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 Sth 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 oN 0 r\ LA O z M I4_j Ln U) �_ L a- V) Q - LL a ,-. z H for U p- 0000 z E yQ L I I— W J� 0 �Wz U81UJa0 �z>zgo zUU�Q � f z Z F gU 0in o U1'� �- ZO J O N N Ln J 03 w a' uYU Eow.� '� (0 Z a uj 0 av Z W 8 I~ Lu J �— g L>- a A r-I Iy,1 w 0 u- z Q f jaoZg �N 6 o r-1 Qaw z w 8 Z g Z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. S3 (MONO)