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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 `(TYP.) VARIES / (1) ROW 2x BLOCKING @ MID 2x#2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) \I 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 & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II 1e (#15 OR #30) UNDERLAYMENTWI D _ c r FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - glop TRUSS (SEE UPLIFT SCHED.) W/ 811 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF WALL W/OUT UPLIFT rG G 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12"N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) 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 c fV °° = Z Cl) 6 MIL VAPOR ► z BARRIER D • � r COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--/1'4" N CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O.DETAIL U 4„ 1'-8" (2 STORY) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS = _ 4" SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. it li it li 5/8"OR 1/2" HIGH STRENGTH -� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH —X `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16"NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON N SP2 wl 2"x S.P.F. (OR EQUAL STUDS 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS 16" O.C. (12)10d NAILS ) @ @ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYPJAND ) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT: 112"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0" =L - 1 4OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS -.W1.4 A.F.F. O.C.) F OR FIBERMESH \ WWF OR FIBERMESH C7 3 1/2" MIN. 3 1/2"MIN. I ° , a ° ° a ELEV.4-3 1/2' Z--•�-+--= ° ° a ,a ° ° ° ° A.F.F. p 2x4 CONT. ° w - „ a CD _ • �3112 (min.)- 4 ° ° • ° - 1/2 (min.)- 4 a ° N 31/2"(m n. - 4" - ° • 31/2"(min. ) - 4" ' ° �' • GARAGE DEPTH VARIES ° (2) #5 CONT. 4„ ,�„ 8,r (2) #5 CONT. 4„ 14' 811 U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL C@ STEP MI SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs' NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C s 10 LOAD BEARING OR INSULATION PER FBC AND ENERGY N�NJC �/ cA 1 ROW 2x BLOCKING MID HGT. () @ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. s 8'-6". ROWS 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING 3rd PTS FOR @ F WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR v LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 518"° 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 SIMPSON SP1 w/ SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS DIA. EXPANSION BOLT " O.C. (IF NO UP LIFT ON WALL SEE GGlS3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] 2x P.T. PLATE SPACE ANCHOR W/ W/ 7"EMBEDMENT (MIN. SHEAR EA V3500#, MIN. TENSION 2600#) FIBERMESH jABAR ASSUMED FINISHED � ►�� ,�- W�■'GRADE 4 #3 & #4 LAP SPLICE101 C FINISH GRADE - .. FOOTING• • • �I��II'=l1I1 II111=II-II -�I�I�1111��I('�1111-��II'�1111��II�1111I -►� II:I• I n 1111;1�=�1:11i1:o�•.►:�.1 .. CLARITY ''' • I=I- I I ::_::—-:1-:LsII11 11-1•- ,, llt:hl�l�ll:,.��I1l I11- III, II: I NOTE:COMP.•IL. (COMPACTED TO �l, _ _ _ II�It�ll�ll� IIIgmA1ri11.111 W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM I1��11�11LI SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: �i1�1 FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING 13/4"=1'011 SLAB INFORMATION.•• • TV TV •' -•II-.11-1I•-11•-11--.11:-.-�1-:�1-•1�'�1��1�: -'11�111�11�11�11�11��111�11�111� • - MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS E !�t i ' Cl) ..:. :�. 4" o0 i SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. PT 2x 1/2" GYP. BD. ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 10" gyp.) 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" �S3 VARIE SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " Y " " CONNECTION INFO ° ' SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM a SEE ROOF PLAN Ip c (2) HTS20 FOR STRUCTURAL r �' ci BEAM SIZE & a CONNECTION INFO T ° A I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF, INFO. OPTION i1 w SCHEDULE r ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION " HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT 0 • • •' ': INTERIOR 2X STUDS @ 24" O.C. U.N.O. A. " 4 -3 1/2' SEE DETAIL 16/D1 FOR W W ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" WALL AND -• ' ' •` GARAGE COLUMN TO PORCH SILLASONRY O.C.00 PAD FOOTING ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD E 4STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFO PLATE TO CONCRETE " ON FLOOR PLAN SIZE VARIES PER PLAN o, (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT Cw/ MIN. (2) #5 VERTICALS 00 GRAD 2 a ° -j TENSION 120#) CONCRETE SLAB E -�, FILLED SOLID (SEE PLAN FOR T-7_ _ _ _ a m 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) o � ;III=III ° =1 ° • = =I 1 III- 151_ '- WWF OR FIBERMESH M z= w o I I=I 1=I 1 I —1 11— I-11 I —I 11 w 11=111=11 I a' I O w cWi� w Z .;p�... 6 MIL VAPOR BARRIER - Ili 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 BRICK PAVERS or SLAB PER 00 = =11=1 • • °• - _ _ _ z ¢ 0'-0" FIN. FLR.� COMMUNITY SPECS " � ° -_ r' Q 151 =111=1 I I-1 I I=1 I I I I =1 1 El 11. - w I I I I I=1 I=111=1 1=1 I I I I —I 1=1I I=" FOOTING Ill�iilll�iilll��llll ,II - III=III= BEYOND ti .• .•. PAD REINFORCEMENT 3" MIN. CLEARANCE r•.•'� •' -•'• STFOU.11ATION (SEE SCHEDULE) FOOTING WIDTH '' •• CNFO. SEE SCHEDULE TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ,Itttlii•t"rr�•- ."D:a�a '•. !ter co F•� .. •' , err �F''•....... • r'r-firs �,,�. ,; F E 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F• _ �� Q N g, 8Lo J tl: 5"— . u- LL IL N W N Vj eMra Z — S. �E°'O' a,c� LW rn No �0 Lo I� Vz NQMQ U F- J �L) ODO W z z z� Q a N �QJ z O s 0,..4 to �N c E U Co LLJ CIO c ¢ S `� M z w Z ¢Z Q U- a EE E U z ,- a� >o 2� Z"c wa Q7� X V Q Z o N L a� go ao �z �WW •�+ Cn - UZ y 0 �i Z 0 J a ° Q W 1z W N y j > � O U Bo 0 o w w MI5. 0_ °zed 01 0 = M Q= L °1 �y U CD I� T �1 > o ° 0D 0 CD 0 E o T _ QO Ln Ln ._ 00 �n IUD00 T 1,14" 0 C LO E ` T M o Z C it 0 d a U -j Q pre JOB NO: 20-3572 SCALE : AS NOTED SHEET NO. S3 (MONO)