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3 a aci O J c0 tD 00 I i Q 0z CD v 00 0 0 J L0 I c i d1 3 a N C a E Hy N L 0 c J IlMiiiII FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS 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 I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL �r Mqu 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12) 10d NAILS 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. 2x #2 SPF STUDS HGT. FOR WALL HGT. s T-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.JAND 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE A APPLICABLE. d. 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.)NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1 LAYER TYPE II #30 (2) #5 CONT. ON 3" 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO () ( ) 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " °J ELEV. 0'-0" INCLUDE THE WALL OIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 PITCH > 4:12 D ° A.F.F• O.C.) 2 ATTACHMENTS (2) LAYERS TYPE I OR TYPE II ° ° 4 WWF OR FIBERMESH WWF OR FIBERMESH a D. _ - 31/2" MIN. 31/2" MIN. (#15 OR #30) UNDERLAYMENT -III=1 I —I 1— m D 11=I I I-1 I (_ T— D I o ° a ° ° ° ° ° ° ° ° 4 a ELEV. -0'-31/2" z FOR ROOF PITCH 4:12 OR LESS. —a 11=I I �1I 1 11 I—U= e ° -- '1=,III-I��II�IIH�I—I' ° ° a ° ° ° A.F.F. °o —_ °—, PRE ENGINEERED WOOD I _ _ — ° ° ° 2x4 CONT.� ° ° — — — — 11= I I —I I I I I �I I I—III—III=1 I I ° ° e LL - III —III-' � 1/2"(min.)- 4" ° � III —I I �I 11=' 1/2"(min.)- " TRUSS @ 24" O.C. U.N.O. '-1 I I I-1 I �I I r I I° ° ° ° a e a ° N °° - — ° HURRICANE ANCHOR @ EACH -1 I �I I I=I I I �I I I=I I I I �I I ` ° ° ° ° a 31/2 (min. - 4 I I=1 I I (- TRUSS SEE UPLIFT SCHED. W/ , I =1 I �I I I I III- GARAGE DEPTH VARIES ° _ _ ( ) 8„ � 111=1 I �- METAL PL. UNDER EA. TRUSS ° ° ° 9 ' I'= -I MOISTURE BARRIER (2) #5 CONT. 4„111'-48" SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL C STEP (cD SHEARWALL NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION "= ' " "= ' " "SHEAR WALL" SCALE: 3/4"=V-0" SN1 SCALE: 3/4 -1-0 S3 SCALE: 3/4 -1-0 S3 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N 0 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 W �- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CVco — D 6 MIL VAPOR D = z T BARRIER 4 N — c :I 1 T COMP. SOIL. ° (COMPACTED TO 95%— MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O.DETAIL N O CHAIRS TYP. 4„ V-8" (2 STORY), ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS � z M • ��I I I •y7� � ' I I III ll ,• ••. •r' —jam � T ' I I •., . a J.•' •'. 4„ 4" f e • ' T III SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GIP 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. 00 f _ �I�II� 31/2"(min.) - 4" =1 I -III — —a I I =1 I �I I 1 I J I�—I I—( I I I �I I '' (2) #5 CONT. I II U.N.O. MIN. � TYPICAL BEARING WALL @ STEP / CC SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SI N w/ BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8' THICK. K.O. BLOCK )10d L S (10) 10d NAIL (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 6 1/4"x3 1/4" TAPCONS () SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] J #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM w/ (10)10d NAILS - ca 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR F w END OF 2" x PLATE TYP ,- PER MFR INSTRUCTIONS o D ASSUMED FINISHED #3 OR #4 REINFORCING BAR ' GRADE ;, D D ' D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a _' m a —III-1( I —III z Cl)D FINISH GRADE 2 [ GRADE 60 MIN. Fy= 60ksi] � 25" MIN LAP DO" MIN LAPI L. p . 1=III— I I I I_ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r tr ° D II=III—III—III o II III —III —III—' r- MONO OR STEMWALL ° ti7 — D. I I-1 II 111=1 111� D • FOOTING MONO SHOWN ° - I I-� _ - w �— ° FOR CLARITY D D °o D _ _ _ _ °O 6 MIL VAPOR BARRIER — D ° 11=�I �11 I °° R 1 7/8" =1=1 I=1-1=1 I=1 ' ,�- ° _ I— I — N z T #5 REINFORCING BAR III . 11=1 1—=1 I-11 ICI 111- =11= #5 LAP SPLICE (2) #5 CONT. NOTE: I —III —III —III —III —III —I I � • R III—III—III—III=III—III- C--'4 )A *FOR BEARING WALL I=III=III=III=III=III= •' COMP. SOIL. (COMPACTED TO — _ W/ UPLIFT ONLY _ _ _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM 1=1=1 11=1 1=1 1=1 1=1 1=1 1=1 1=1 11=I 1=1 1=1 11=1 D1557)�-I I —III —I I 11=1 11=1 11=1 11=1 11=1 I 1= I I I I=I 11=1 I I=1 I p 4 1-4 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" v GRADE A. co — — C • -(1) #5 REBAR w/ OPT. ' 1 1 I I I -f -10 11= 11=11 I— Ill-SCREhN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS v CV ' M r A "—III —11 � 11� TI �I •,' ,. ' �.. ��. ` I i � �1 �. I I— Iv SEE A/S3 OR J/S6 � � I I =1 I „ I I I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� '-0.1 J CONT. BEAD SEALANT e � INTERIOR a.. a. -31� ., CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m ' op E E Nr M 6 MIL VAPOR � — I � — I• — —' BARRIER 'L �I —LI�f—Tf- =,1 fT ITI 1TI flf.�1� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 N 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 10" 8" 1'4' 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES 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 -IN a AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR • % & LAYOUT DESIGN M a — TOP OF BEAM - - HTS20 SEE ROOF PLAN FOR STRUCTURAL — — — —° a : a a I FF ", (2) BEAM SIZE & N 4 —� CONNECTION INFO M ` 8 I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION o w ABU66 SLAB STEP & RECESS S.G.D. rM 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR) SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS d - TO FOUNDATION PAD a INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE a FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 `I SIZE AND REINFORCEMENT) C7 III —III ° ° • III=III III f' =III I WWF OR FIBERMESH BRICK PAVERS or SLAB PER z� w o—III— —III —III= w O w v, w 11=III I I I=III=III Z p o = -1 = • •' • °• — — — = z Q a 00COMMUNITY SPECS LU - �'' I • • TING I= BEYOND PAD - • -3" MIN. CLEARANCE EE FOU DATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. I TAPERED COLUMN FRA ING rCD . Em 1,�4�i4lE6@flf� thew17'1§ eo WN °• 6 J O( ! o' 43 ✓see/:�J�IIII?gZ1'��4e�� To the best of the Engineers 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 Q "So co t 8 N roo � N # OM ® �_ Q "1 M mLL W rn j a s W O Z -.. a' Y Ot @ § � m c0° o W 2 E°'O' o ° 02 7' IL 0)9 V N NQc�Z Q O _ U H � z U ❑❑❑❑ W U � z N O � N J °7 M N z ° C5 u- (aw � Y n o a U c O V ° w c o �V MINrn U m w r m E O $ i I _� = o U o C u) ®� Q O w M M z p z z � Q E =o ,m _© E 0 F'z Q W� octs o 0 O N o ¢o az ¢z fu rn - zE 0 zE —' Nm Q°d w �z ul (n ow o� zo go a LL < to a � w =G r- 00 az wMj =3 c� � o C zl¢ a 0 �N W 00 c 00 LL N CU J O C U CD 0) '^ Z T 00 o � M N r T� .L 00 f o m N M -T-- y N o Z z E O r a0 ¢ o JOB NO: 19-8536 SCALE : AS NOTED SHEET NO. S3 (MONO)