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5/8"OR 1/2" HIGH STRENGTH J-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2"HIGH STRENGTT USS 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. TYPE6d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE RABOVE) EE UPLIFT SCHEDULE FOR UPLIFT E UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE)NNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW USS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE8"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 SPT242"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR @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 ASHGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACHOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z _ ____ _ _ __ - SHEATHING W/ 8d COMMON NAILS @NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN APPLICABLE. v 3/8" MORTAR BETWEEN EDGES, AND @ 1D2" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 3 1/4"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 PLATEF- - - - - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ @ - 5/ "° x 1 " "J" BOLT 24" O.C. W/ UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" =' " 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" Zx P.T. BOTTOM PLATE (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE PITCH >4:12 CHAIRS (TYP.)A WWF OR FIBERMESH " `ELEV. 0'-0" (2) LAYERS TYPE I OR TYPE II -O.C.O DGE ANCHOR @ 4 0 10 WEDGE ANCHOR _.._ 0 C OR 5/8"x10' WE R 5/8"x ' ° .., A.F.F. @ 2 " .C.) 2" x 6 W1.4 x W1.4 (#15 OR #30) UNDERLAYMENT WWF OR FIBERMESH 2 " C) 2" 6 x 6 O 4 x W1.4 FOR ROOF PITCH 4:12 OR n ° ' 6 °: ° ° o a a .° _ 4-3 " z 31/2"MIN. 3112"MIN. WWF OR FIBERMESH LESS. P r aa. ELEV. 0 31/2 - FOR UNDERLAYMENT o a ..° a ° +4 REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° °'° ° . a °4 2x4 CONT. ° ° A.F.F. O ° »JL ° a ° Q " e 1/2 (min.)- 4 s to ° 1/2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. I ..I z1- rF ° d ae a. N ao R - ° 00 ,,, a �• 12 HURRICANE ANCHOR @EACH e a 31/2"(min. - 4" 1/2. min. - 4" TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" GARAGE DEPTH VARIES METAL PL. UNDER EA. TRUSS ° 4. 4 9 - MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1'-4" ' 8" (2) #5 CONT. U.N.O. '�' 8" INSU ION LE SHINGLE ROOF 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 SHEARWALL rc TYPICAL BEARING WALL @ STEP rCC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 518" OR 1/2. HIGH ALUMINUM DRIP ��s�� STRENGTH CEILING EDGE 5os��c+� 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. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD 2 ROWS OF 2x BLOCKING " ,�N (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8 O.C. WALLS EXTERIOR WALL 8" C.M.U. () @ 2x STUDS @ 16 O/C / FOR WALL HGT. s 8-6 . (2) 8"x8"X16" KNOCK -OUT THIRD POINTS NOTE: ROWS 2x BLOCKING 3rd PTS INSULATION PER 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR @ BLOCK W/ 1#5 CONT. ADDITIONAL INFORMATION 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 1/2" GYP. WB (MIN.) @ GARAGE PLAN SEE CC/S3 OR c��l LAYERS W! TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 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 USP SPT22 CONNECTOR SIDE IF APPLICABLE. 8" C.M.U. TYPICAL BOLT INFO. @ 24"" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK NAILER 5/8""EXPANSIONBOLT 24"O.C. IF NO UP LIFT ON @ PLATE WASHER TYPICAL @ 24" O.C. VERT. OR 2x P.T. PLATE ( SP SPT22 @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR STD. 90'HOOK (SEE DETAIL) WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500# MIN. TENSION 2600# s TYPE "S" MORTAR ) (6)1/4"x31/4" TAPCONS 2X P.T. PLATE 20"MIN. LAP 24"MIN. LA ) USP SPT22 TYP. 6 x 6 W1.4 x W1.4 WWF OR [ BOLTS 6 MAX FROM 6 x 6 W1.4 x WIA " SPACED EVENLY FIBERMESH #5 REINFORCING " 2x P.T. PLATE :. EEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH d ARCHITECTURAL c PER MANUF. w o FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR v ° 1X2 PT WD FURRING @ 24" O.C. ' ' ` " ° . GRADE 40 MIN. Fy= 40ksi J a . GRADE z #3 8 #4 LAP SPLICE a rs D T FINISH GRADE g [GRADE 60 MIN. Fr- 60W 4 (1) #5 VERT. IN FILL MONO OR STEMWALL Z �"� o > 25"MIN. LAP [30" MIN. LAP] a 1/2"GYPSUM WALLBOARD ° g CELLS (SEE FOOTING MONO SHOWN P _ " w ° U.N.O. FOUNDATION PLAN FOR CLARITY o a _ _ O0 6 MIL VAPOR BARRIER A. ° R 17/8a y FOR LOCATIONS) ° I=III= I=III=III=III=i z #5 REINFORCING BAR 1x4 P.T. BASE NAILERIII=1_ 1= z ' ' #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION � o° I-III=III-III-III=III--I I � • • ON 3 CHAIRS �� NOTE: 8 ° ° ° III_- I i ==1 I = 1=III= 1 N > ° 36"MIN. LAP (36" MIN. LAP] " " " 31/4 BASEBOARD PORT AT EACH " 8 1-4 8 FOR BEARING WALL I=III= � 1=III- I =1 I = I � COMP. SOIL. (COMPACTED TO (TYP-) FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ _ - 95% MODIFIED PROCTOR ASTM gyp" WI UPLIFT ONLY __ MIN. 2500 PSI CONC. SLAB _ _ - I i- D1557 M AT GARAGE CONTRACTOR I l i=1 I I=1 .III-III=1 I=1 I=1 I I=1 I I=1 I I =1 I =1 I I=111=1 I I=1 I I ) #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -III, ; I I 1 i1 11 I II I I I II =III=I I=I (-I 1=III= =) I I=III= 4" 1'-4" MUNICIPALITY. CURB DUE TO SLOPE -1 I -I LI-III-III=-1 I-1 I -I 1=11 1- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G W1.4XW1.4 WWF OR • DECO "FIBERMESH" BELOW GRADE to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 13 SLAB INFORMATION. SLAB INFORMATION. N ' p • 6 •► ? 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 � SEE PLAN WWF OR FIBERMESH c 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) S.G.D. (U.N.O.) 6 MIL VAPOR ► z " 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN E BARRIER ' c 'r 1 min. 4 ° AT 24" O.C. MAX. " FOR TRUSS ° . 'v GRADE CONNECTION INFOSEE PLAN FOR -77�• COMP. SOIL. P • T to ! TOP OF BEAM " " & LAYOUT DESIGN ` .° (COMPACTED TO 95% (1) #5 REBAR w/ OPT. SEE ROOF PLAN `Q ^ .' . • - A C a ° MODIFIED PROCTOR E NCLOSURE FOR STRU . • ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 4' ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) MIN. TYPICAL WALL SECTION K"A TYPICAL THICKENED SLAB EDGE L a CTURAL , BEAM SIZE & a CONNECTION INFO a - 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 8" MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. OPTION #1 coz0 ATTACHED PER NAILING SCHED LE SCALE: 3/4" = V-0" S3 SCALE: 3/4 =1'-0" S3 1/2" GYP. BD. w > Q U SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T2x " HOLD GYP. BD. i7 w SLAB STEP & RECESS S.G.D. rM 1/2" FROM SLAB 0t-0" CONT. BEAD SEALANT SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO - 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 ^ d < d ` -3 1/2" - SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND 14 O.H.D. RECESS 13" ORD. RECESS E ;t d � � GARAGE w/ 1/4"x3" TAPCONS AT 8' PAD FOOTING PAVERS ' r CONCRETE NAILS W 1 1/2 1/2"GYPSUM WALLBOARD U.N.O. 8" MASONRY WALL^ EXTEND FILL CELLS EMBEDMENT @ 12" O.C. .. W! DRYWALL SCREWS @ 8"OC TRIM PER PLAN . TO FOUNDATION PAD .� ' ' • .. ; ' • :: • : ' .' " .. ' ' STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. ' --- r PLATE TO CONCRETE " ON FLOOR PLAN r� _ . �A d • ;.'' •• •' '° (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, . zGRADE d . o0 " '•' . i.• 4" eio ' :.: ' °P TENSION 120#) CONCRETE SLAB E M SIZE VARIES PER PLAN - _ - - Q a_ _ T 4" T ` 6 x 6 W1.4 x W1.4 N w/ MIN. (2) #5 VERTICALS w =1 I=1 I d J d.-III-III-III-I 4.,. •' •::''� *... •, .;'' ^ a c WWF OR FIBERMESH T "' FILLED SOLID Z = w E5 �=1 I I=1 =: I 1=1 1= - w �- ~a w o I I I -III -'---- - v I I I=1 I I .y.....•. _ _ .y.... E� _ d BRICK PAVERS or SLAB PER wrnw . -_III- Z o _ _ _ s z S o x -=1 -1 ! ° 4 - - - - �" I=1 1==_ _ 4h 6 MIL VAPOR = _ 'r - t; l = _ - - = I=I I-= V-0" FIN. FLR. COMMUNITY SPECS I I I 1=1 I I=I I H I= I I =1 I 1=1 I I-= SEE AIS3 OR J/S6 SEE AIS3 OR J/S6 _ - =1 - -- ' I =1 I �= I �1 1=1 1=1 1=1 1=1 I I" _I _=1 III III= 1=1 I I=1 I I=1 I = 1=I � OOTING c� FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3"MIN. CLEARANCE BARRIER - =1 I I =1 I_: 11-III=1 I =_III- _ _ _ I I-1 I I=1 I-III=1 h I I -1 i t I I t- BEYOND ' (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) -il ( III 1I T I -1 I' • �, - .:.. :.. �.. v�•y. PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1 (2 STOR " 1-8 (2 ST � " RY) 4" 4" � y• FOOTING WIDTH � :� CONC.PAD NFiON SEE SCHEDULE r GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK 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"=1'-0" S3 SCALE: 3/4'" V-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. C� to z g ID z z a z cn 4--J w O w c to U E _ 8 0MIM M IaM •- N 0c _ AI B De N•(••6.D.0 It � E N tp s•: rI Ui O LLlc;5 L 0 ' �...... W a 9� ,,'iilf;lE1I AD 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 N IL OCD M V j M LI 1 a LL a , a�M CO a E Wg z J 0z z{y�iQ��ljO� W � W OZ. U z J �w M .-� c(V}}J , z Cn rl In N LA U LU a Rffik6i J ^a Z - Z p WQW QVQ Moza W o M W f- z z0-4 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION N0. 1122 JOB NO: 17-4137 SHEET NO. S3 (MONO)