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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING @ MID CONNECTOR 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. U.N.O. HGT. FOR WALL HGT. < 8'-6". 2 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR 2x #2 SPF STUDS () @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _C� SLAB & BLOCK SP SPT22 CONNECTOR SP SPT22 CONNECTOR (1) LAYER TYPE II (#30) @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2 PLATE WASHER (TYP.) 6 x 6 W1.4 x W1.4 r � (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH "' C, ELEV. 0'-0" D1 At — O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR (2) LAYERS TYPE I OR TYPE II o ° ' A. @24"OC) 2�� x6W1.4xW1.4 @ 4 O.0 2�� 6x6W14xW14 2" (#15 OR #30) UNDERLAYMENT ° 4 WWF OR FIBERMESH ) WWF OR FIBERMESH FOR ROOF PITCH 4:12 OR - I= _ = m ° °. I 1 = = o ° a ° O 31/2" MIN. 31/2" MIN. LESS.IT_LII I I I 1= o D • I I' ° ° ° a a a ° a ° a a a 4 ° a a ELEV. -0'-31/2" z FOR UNDERLAYMENT — — — a q A.F.F. p ° _° _ Tf - ° _ _ ° a 2x4 CONT. ° b p - I -� b I I —IA ) REQUIREMENTS SEE R905. PRE ENGINEERED WOOD _ J III —I _—� III —I — a o a° a a ° o _ o p )- _ p. TRUSS @ 24 O.C. U.N.O. -r= ° g - - I II� �31/2 (min. 4 - - - p - FI - 1/2'(min. -4 12 ° I I a a 31/2 (min. - 4 i �I I I ° • =1 I III —I I 3 v2"(min.) -'t =11 �I I _ ° • =1 111=_I I HURRICANE ANCHOR EACH 1 ` ° 4 ° N " @ - 1�r� ��IiIII I I GARAGE DEPTH VARIES -III—I 1=I I' (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ g" I gT ° a I I I I I f I -I I I I =I �I I I I TI=J I III METAL PL. UNDER EA. TRUSS a ° ° a 9 ° 11=—I =T1 I I �IWI �I MOISTURE BARRIER (2) #5 CONT. 4„ j 4;'-"T 8 (2) #5 CONT. 4" INSU ION LE SHINGLE ROOF TYPICAL INTERIOR BEARINGU.N.O. MIN.U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG� GARAGE SLAB AT STEP rB_'� TYPICAL BEARING WALL STEP SHEARWALLrc,� TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. „= ,- „ "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SN1 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP �o�� STRENGTH CEILING EDGE a 10 BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @GARAGE NAILED W/ 8d COMMON NAILS 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL �M SCREWS 7" O.C. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. a.M�N��o�s CEILING 8" O.C. WALLS SHEET LOAD BEARING OR (2) ROWS OF 2x BLOCKING @ (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. 2x STUDS @ 16" 0/C r FOR WALL HGT. < 8'4', (2) INSULATION PER 8"x8"X16" KNOCK -OUT THIRD POINTS SEOE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS BLOCK W/ 1#5 CONT. 1 x P.T. STUD ULATION PER CHART ON FLOOR PLAN FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8- EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7"EMBEDMENT MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD ( TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) USP SPT22 TYP. (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] J SPACE ANCHOR E * SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M `N 2x P.T. PLATE ARCHITECTURAL r c PER MANUF. LU c p p. . FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U 1x2 PT WD FURRING @ 24" O.C. ` ` GRADE ° . GRADE 40 MIN. Fy= 40ksi a m ° P. b N ° . z #3 & #4 LAP SPLICE r D FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° M — + 25" MIN. LAP [30" MIN. LAP] —III—I I I —I I I I I ICI I —I -r R_ W ' i I II I—' p • III I —I 11=—LL t U.N.O. CELLS (SEE FOOTING MONO SHOWN p p °o o - —I - w -) I I -I I T - -I FOUNDATION PLAN FOR CLARITY ° D _ _ °° 6 MIL VAPOR BARRIER -1 I I I + ° -M = I = . R 1 7/8" `� FOR LOCATIONS) p p o °=III==I=I=I=� I -r � I I I _T� N Z '- #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° III-III=III=III=III=III= ? I ° . —I I WI I —' I' I I - r #5 LAP SPLICE (2) #5 CONT. , , I 4"x4" INSPECTION NOTE: ° ;> ° p I I • . I I �I I I= I=1 � I=I � I=I � I=III=III=I I� _—_ ON 3"CHAIRS 3 1/4" BASEBOARD PORT AT EACH 8 = =I I (=III=III-III= (,I o ° — _ 3s" MIN. LAP [36" MIN. LAP] 8" 1'4" 8" I-� *FOR BEARING WALL -i r COMP. SOIL. (COMPACTED TO _ _ _ (TYP.) FILLED CELL TYPICAL =III=III=III=III=III 95% MODIFIED PROCTOR ASTM T III=I I=III W/ UPLIFT ONLY - - ___ - MIN. 2500 PSI CONC. SLAB _ -_ _ _ _ _ _ _ I=III=I I I=I M AT GARAGE CONTRACTOR =I =I I=III=) —I I=III=I I=III=III=I I=III=III=I =I D1557) r _3 #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER cn =1 - - = -III-III=III- =III=III=III=III= =I �- 4" 1'-4" MUNICIPALITY. TO CUT BLOCK OR POURI_-IT► ITI I ITi ;III-1-1 I— I' #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG w1.4Xw1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-T S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 BELOW GRADE SLAB INFORMATION. SLAB INFORMATION. `V p p° I' O0 z 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 6x6W1.4xW1.4 FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N .� 31/2 WWF OR FIBERMESH () SEE ROOF PLAN �, E 6 MIL VAPOR �_ e III (=I z_ r min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS - a BARRIER , D 4 T a ° _ AT 24 O.C. MAX. rj e . GRADE CONNECTION INFO - _ COMP. SOIL. ° I O° _ _ _ _ _ _ - - - - - TOP OF BEAM &LAYOUT DESIGN p �=III=1I� ITi—f I —I r•�I I —I �• — — a. A a n's Trr (COMPACTED TO 95% -__ I= - _ = _ - _ - - MODIFIED PROCTOR I �- t - _ _ _ _ -(1) #5 REBAR w/OPT. r I I DTI d - ' 1= _ S E N NCLOSURE FOR STRUCTURAL rrr T r —I I=11I LE III I I I ICI 11=� BEAM SIZE & I'T_I I Tfi 41 ASTM D1557 a 3" MIN. CLR. 11= I I- I- I I- ' M(- (2) #5 REBAR CONT. 4'� ITT --2x4 P.T. CONNECTION INFO ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE PLATE — — ` • I U.N.O. ) MIN. O.S.B.2x4 #2 SYP P.T. FRAMING w/ DETAILSEE A/S3/J/S6 =1 I I ' I II I I ' MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. � �� 8 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L COLUMNLOCATION O ATTACHED PER NAILING OPTION #1 SCALE: 3/4" =1'-0" S3 SCALE: 3/4 770" S3 Y ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x —1/2" GYP. BD. w SLAB INFORMATION. e." HOLD GYP. BD. W SLAB STEP & RECESS S.G.D. rM 1/2" FROM SLAB Cn OPT: DEPRESS SLAB 5%" DEEP 0101, 0 CONT. BEAD SEALANT SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 AND 6" BEYOND DOOR TO a a STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND ' < INTERIOR 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT ^ a a _-3 1/2" x4 P.T. BTM. PLATE MASONRY WALL AND 14" 13" E d . GARAGE wE 1/4Rx32TAPCONS AT 8" PAD FOOTING O.H.D. RECESS O.H.D. RECESS ° PAVERS - O.C. r 1/2" GYPSUM WALLBOARD U.N.O. 8" MASONRY WALL -� CONCRETE NAILS W 1 1/2' EXTEND FILL CELLS `' EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD TRIM PER PLAN _ v ' ' r a STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL i MAT REINFORCING. PLATE TO CONCRETE ON FLOOR PLAN co 1=III=1 I 1=III III=III=I 'r=I 11� .. ` . I I ( I I ` I'— SQUARE CMU BLOCK BASE, - z a ) r - (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT - 80 - GRAD a •. z -I �-� I- . a a - - `r SIZE VARIES PER PLAN I I —11 I —I I [ TENSION 120#) CONCRETE SLAB - w/ MIN. (2) #5 VERTICALS w 6 x 6 W1.4 x w1.4 N c� J III o•=1 1=1=1=I III=III '.a. �,' I I-� I I=1 I '.a. • < :' -) - r WWF OR FIBERMESH T FILLED SOLID z w— =1 -III-III=III=) I v _ a w o II I —II I =1=I I :. — a O w cry w _ _ _ —I i _ v — = i'— BRICK PAVERS or SLAB PER 0 a s -III=I • • °• — - z —II III- 1=1I III= — rlII-1 — _ - i I - i I :: ;' COMMUNITY SPECS '� c�--_ d ° - "'ME a SEE ws3 OR J/s6 I I Il l l l III II I I , I II I II I I- SEE A/S3 OR J/S6 -ILI I I I 1 1 I ,III � 1= M 6 MIL VAPOR � I ' -I I -I I=I I= I � �___ = — —__ 0'-0 FIN. FLR. I � I =III=III=III=III I I =III=III— FOOTING J BARRIER _ �! -III-I -III-III-III-III-III III=III=III=III=III ( =III= FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE III=1I =I =III=III III- I=III=III=III=III ,I=III III- BEYOND -III III III III=1 PAD REINFORCEMENT-' 1' 4" (1 STORY) / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) -I -I -i ; . ;'' '. r' 3" MIN. CLEARANCE 1' 8" 2 STORY) 1'-8" 2 ST RY ••• SEE FOUNDATION FOOTING WIDTH ( ) ( ) 4" 4" �•~ �% '. ��. coNc.PAD wFo. (SEE SCHEDULE) +' +. • SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 71,LE:3'4"-1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. Ul� z M O _o z° z Q J CL O (0 Q) cn 'N w 0 'U — Ow G o U w 0M M C N M maM 08" —S N L LL CO 00 Y LO 0 Vv <Crn rnQo A1 B D. NCC B-DC *1 f gt 6!pp $. 1,t.Rypd�IEl oe 7Y � N N U) V,`,• o ' d O o Z�i•a C, �fA'i7! �°`• �� oZltd �� 0 N R'�y`; 4 It N X v " —J 48 To the best of the Engineer's knd�P� e, 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 0 Z O a) N C) f> M QU)COLn a W aQ�� oC U ry a E� � Z � W _j� d- oZ WUo mz uj VH2R�O Oz}OaV z Y Q U f Q w~z " g LU aaOUP U� O E , o U=2SwN O ~LUMz C:)��J Ln cV N Lf) J w C, w000n Q 15ozwoz oaow°z z zo w L > w i— QL JQ��" 0 o 2: 22>98a T—Ill �2w0u_zQ ¢al-6pcp Ln [V Ce z �'a8z< O C:)l� V JYW as~� f— O cV u_ LV z g za SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5173 SHEET NO. S3 (MONO)