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FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905. <br />12 <br />� P') VARIES <br />5/8" OR 1/2" HIGH—� <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP.TYPE'W @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />2x #2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE <br />(1) LAYER TYPE II (#30) <br />UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" <br />PITCH >4:12 CHAIRS (TYP.) <br />(2) LAYERS TYPE I OR TYPE II D <br />(#15 OR #30) UNDERLAYMEN I <br />FOR ROOF PITCH 4:12 OR <br />LESS. <br />PRE ENGINEERED WOOD <br />TRUSS @ 24" O.C. U.N.O. <br />HURRICANE ANCHOR @ EACH <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. <_ 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd FITS <br />FOR WALL HGT. > 8'-6". <br />112" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c <br />@ 6" MAX FROM END OF 2 x PLATE E <br />•6x6W1.4xW1.4 <br />WWF OR FIBERMESH co <br />I I II IT��r o <br />r <br />TRUSS (SEE UPLIFT SCHED.) W/ . •—• • • • <br />METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER TYPICAL INTERIOR BEARING <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG <br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION <br />SN1 FOR ADDITIONAL SLAB <br />ELEV. VARIESL INFORMATION. <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />N.O. 2x SUB FASCIA <br />EE SOFFIT <br />SHEET <br />8"&'X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT, <br />FILLED SOLID W/GROUT <br />�8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C.—/ <br />1/2" GYPSUM WALLBOARD <br />(1) #5 VERT. IN FILL <br />U.N.O. <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />0- NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- DECO FINISH 4" to 6" <br />FIBERMESH" <br />BELOW GRADE <br />z <br />00OP <br />6 MIL VAPOR�- <br />III-11 <br />BARRIER <br />COMP. SOIL. ° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR T—TI'" I ITI <br />ASTM D1557) <br />(2) #5 REBAR CONT. CLR. <br />ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE <br />U.N.O. DETAIL) <br />TYPICAL WALL SECTION A <br />SCALE: 3/4" =1'-0° S3 <br />LOAD BEARING OR <br />EXTERIOR WALL <br />SEE CC/S3 OR — <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*USP SPT22 TYP. - <br />MONO OR STEMWALL— <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />SCALE:3/4"=1'-0" S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=1'-0" <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />5/8"OR 1/2" HIGH STRENGTH ---- `TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5l8"OR 1/2" HIGH STRENT <br />SS BOTTOM CHORD OR 2x4 BLOCKING W/ <br />GARAGE W/A HA ITABLE ROOM W! 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYd TOE NAILS @ EACH END <br />ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLUPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE)NECTIONS. PROVIDE (1) USP HTW20 WHEN <br />S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW SS ALIGNED WITH STUD BELOW <br />TOP PLATE S.P.F. DOUBLETOP PLATE <br />USP SPT24CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR <br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL1) ROW 2x BLOCKING @MID HGT. FOR WALL <br />EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS <br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-61' <br />. <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD <br />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!FXx <br />SP SPT22 CONNECTOR <br />2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE P.T. BOTTOM PLATE <br />—� O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR <br />A.F.F. T @24"O.C.) 21' x6W1.4xW1.4 @24"O.C.) 211x6W1.4xW1A <br />WWF OR FIBERMESH WWF OR FIBERMESH <br />z 3 1/2" MIN. <br />ELEV. 4-3 1/2" z <br />A.F.F. p <br />CD - _ D ° ° 1/2"(min.)- 4" <br />N 00 <br />31/2"(m n.)- 4" IF' II I I I=1 I= J1 T <br />(2) #5 CONT. <br />4" 1'4" 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL (a STEP (d SHEARWALL <br />"SHEAR WALL" SCALE: 3/4"=1'-0" <br />GSNOSSG <br />eGs• <br />M�N`MJO 5 <br />31/2" MIN. <br />1/2"(min.)- 4" <br />00 _ <br />1 <br />(2) #5 CONT. " III ,-4" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL @ STEP KcC <br />SCALE:3/4"=1'-0" S3 <br />8" C.M.U. THIRD POINTS (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C <br />1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />#5 VERT. IN FILLED CELL <br />c`r., LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL <br />5!8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W! 2"°X 3/16" <br />@ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK <br />5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />(6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />SPACED EVENLY FIBERMESH <br />2x P.T. PLATE EEP SCREED INSTALLED BAR ---�\ <br />ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR <br />i D . .. D GRADE 40 MIN. Fy= 40ksi <br />GRADE r ° z #3 & #4 LAP SPLICE GRADE 60 MIN. Fy= 60ksi] <br />z M _ • , D • FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] [ <br />00 6 MIL VAPOR BARRIER (I I 16 ° .' I ( _ R 1 7/8" <br />° I=I I I= 1 I=I 11= 1 I= 1 =I I W I I N z #5 REINFORCING BAR <br />III —III —III —III —III —III- z i #5 LAP SPLICE <br />. 36"MIN. LAP 36" MIN. LAP <br />g III=III—III—III—III—III— N D [ ] i" 7 7�`7 <br />�•�� — I F I F I F lI r 1= —I' •- COMP. SOIL. (COMPACTED TO — <br />_ _ —i 95% MODIFIED PROCTOR ASTM <br />=I I=I I=1 I=1 1=1 =I 1=I I -I 1 I D1557) 1Tf Tff,,;,IT rl11 I �—i, 1— <br />III=III=III=1 I=1 I=1 I I=III—' ' 4" 1'-4" <br />II���III_,III,,iI1=III=III=11'— <br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4 <br />GRADE <br />00 — — — — ° . <br />° ' _ Ii1 1Ti lil iiT 1 <br />— -(1) #5 REBAR w/ OPT. <br />—I I I— I —T— 11=SCREEN ENCLOSURE <br />MIN, <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" S3 <br />OPT: DEPRESS SLAB 5 Y2" DEEP <br />AND 6" BEYOND DOOR TO <br />RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND <br />CONCRETE SLAB EXPANSION JOINT ^ <br />14" 13" <br />PAVERS O.H.D. RECESS z O.H.D. RECESS E <br />N � <br />g <br />M <br />,—I _� J ` I 1=1• 1 MTL <br />—I ,. 4 I� oo�I I 4., 11 °° <br />III 11 •'•a••'','•:-�� 11WI 1�1=I .�.a�'•,'•::'� �l—TI <br />Ell T <br />SEE A/S3 OR J/S6 ---'- -II I I I I �1 1 I II 111= <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE A/S3 0R J/S6 — -I j I I 1 �1,, ,, 1 I I Ir <br />FOR REINF. INFO. L 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />1'-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 34'=1'-0" <br />SLAB INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />231HOLD GYP. BD. <br />1/2" FROM SLAB <br />0� '_0,1 J CONT. BEAD SEALANT <br />INTERIOR 2x STUDS @ 24" O.C. U.N.O. <br />°.. °. -31� <br />GARAGE <br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. <br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. <br />STAGGERED, FROM BOTTOM INSULATION PER CHART <br />PLATE TO CONCRETE ON FLOOR PLAN <br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT <br />TENSION 120#) CONCRETE SLAB <br />6x6W1.4xW1.4 N <br />WWF OR FIBERMESHOP <br />M <br />N l—III I I— 11=1 a <br />M 6 MIL VAPOR I II I i' <br />BARRIER '=1=11=1 I =1 I I=1 I=1 11— <br />' <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />SCALE:3/4"=1'-0" ��S3 <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />USP SPT22 CONNECTOR <br />2x P.T. PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />W END OF 2" x PLATE <br />r7 D <br />W <br />L_=111=III ma. <br />LU <br />p . <br />g I'II�I� II�•I =1 ; <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. s 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > V-6". <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"- EXPANSION BOLT @24 " O.C. <br />W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) c <br />E <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH r <br />D Ill lei JS- o <br />11 T Tii—ITI—� :' <br />(2) #5 CONT. =1 I 1-111-11 , , 1 <br />ON 3" CHAIRS <br />8" 1'-4" 8" <br />TYP ) <br />10" <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />F <br />WALL W/ UPLIFT <br />rG <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=V-0" <br />S3 <br />1 1/2" RECESS FOR VARIES <br />6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH N •c <br />C') E <br />10d NAILS TO TRUSS TOP CHORD <br />TRUSS <br />4 <br />AT 24" O.C. MAX. <br />CONNECTION INFO <br />`s'N AFOR <br />+ <br />SEE PLAN FOR ' x <br />&LAYOUT DESIGN <br />° ' �. <br />— — <br />L,=T1I,=�s <br />TOP OF BEAM <br />SEE ROOF PLAN <br />00 <br />.. ; <br />� ��1� <br />° <br />FOR STRUCTURAL <br />- v —r ,T— , . • <br />BEAM SIZE & M M I I a 8 <br />w 2X4P.T. CONNECTION INFO I <br />PLATE �•� <br />7116"O.S.B. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S31J/S6 <br />MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. <br />COLUMN LOCATION Z ATTACHED PER NAILING OPTION #1 <br />w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL <br />rr w SLAB INFORMATION. <br />g W <br />s w SLAB STEP & RECESS S.G.D. rM <br />Cn SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 <br />STRUCTURAL COLUMN SIZE <br />& BASE CONNECTION INFO. <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1/4"x3" TAPCONS AT 8" <br />O.C. <br />TRIM PER PLAN <br />SQUARE CMU BLOCK BASE, <br />`r SIZE VARIES PER PLAN <br />Cl) w/ MIN. (2) #5 VERTICALS <br />FILLED SOLID <br />BRICK PAVERS or SLAB PER <br />-0" FIN. FLR.ik, COMMUNITY SPECS <br />MASONRY WALL AND r <br />PAD FOOTING }} <br />8" MASONRY WALL f <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD d <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />M <br />00 GRADE — a <br />I � <br />a. <br />W 1=III=111=III=1' <br />c� _j 1I1=III <br />Z —I 1=1 =1 1=1 1=1 1=1 <br />iI I-1 LLI '' 0 0 � a ' < a = _ _ ? <br />_ — �¢ <br />l l=1 =1 1=1 1=I I=1 I I LEI <br />DOTINGLLJ <br />=i I I I 1=I 11=1 11=1 11=1 I I I I —I I I I— rJ <br />11. �11 E1111=1IIiii111, �) —III=III=' BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. �S3_ <br />(D <br />zo <br />z� <br />J <br />0_ <br />cn <br />w <br />� p <br />•U — <br />L1J <br />O � <br />H <br />y <br />�o <br />U <br />m r- <br />W <br />H <br />— Cq) <br />(MCl) <br />C l9 M <br />O O N <br />CD <br />C) <br />L LL CO <br />a) <br />Y <br />¢ 0 <br />05ao <br />0 O <br />Q O <br />A, <br />BD® <br />N C B D C <br />�. <br />Xf <br />l <br />Ikt�. <br />5a <br />4p <br />a 0 Wo <br />91-//, <br />j a Fi N t'N �^ <br />' <br />N I <br />° > U. .Q .a <br />LLI <br />L _z <br />r�© <br />yErn°Q2°....'°°' <br />IL <br />Ws- <br />/ ESS�O <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />CD <br />Z II <br />0 Q) r-, <br />iH 4-J p <br />r>-+HMO <br />M <br />¢ M Ln <br />a cn .Ln L <br />HN LL Ln <br />fl. <br />z <br />M <br />0�0 <br />< E <br />zM <br />W <br />J � <br />d- <br />J <br />Z <br />Wzol�Lfl <br />m n: <br />U F— 0 <br />�0 0 0z ( <br />FUd< <br />zzF-z <br />z <br />go o <br />fV <br />OS SW04 <br />C:)~° <br />Z� <br />O <br />Ln <br />L;17 <br />C <br />`F_ <br />Lid W ° 3 <br />¢zU0 <br />1 i <br />W 0 0 0 W <br />0 <br />z <br />00 <br />�Dzmo <br />z <br />_ a <br />W <br />zpao=Z <br />w <br />tV <br />�08 <br />N <br />$ 20 0 8f/1 <br />v i <br />' <br />C) <br />0LLZQ <br />0 s <br />>- <br />a Itz <br />z <br />DC <br />C:) <br />Q q <br />0 <br />c) <br />� <br />z <br />.. <br />j <br />E— <br />z <br />g <br />z <br />O <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />5mll <br />JOB NO: 17-4139 <br />SHEET NO. <br />S3 <br />(MONO) <br />