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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (�'P') VARIES INSULATIONLE� 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 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ T-6". (2) @16" O.C. W/ (2) 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 & lz� @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT I I -I I a D D I t-1 t I t 1 , � 1= -TAT I i I D 1 I i i i=1 I I=1Ti FOR ROOF PITCH 4.12 OR LESS. i �1^ I Mi I -1 • �- PRE ENGINEERED WOOD 11=1 I -I -I I -I 11=I f� TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH -I1�LI (1=1 I �- I I-1 TRUSS (SEE UPLIFT SCHED.) W/ 8r I -11 11--I 1 I I ICI I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT f GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION S N 1 SCALE:3/4"=1'-0" S3 FORA DITTO S ELEV. VARIES D NAL LAB - - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA %"'N.0.2x SUB FASCIA EE SOFFIT �r �i 7/17 �r 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O aM 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/ $"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 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'4', (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-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.) 318" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5!8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATIO 2"°x3/16" PLATE WASHER (TYP.) (70 ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL6 x 6 W1.4 x W1.4 A.F.F. O.C,) 2 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH r31/2"MIN. �31/2"MIN. d l a4 4 a ELEV. 4-31/2" Z °, - ° a °. ° °.° ° o A.F.F.2x4 CONT./-i1 _ �I I _I-III-_�-°rI=I I. �I •I' I --I I ��-I II , I 1/2"(min.)a 12"(4- 4 ° d d N 3mI 0I 2 . .GARAGE DEPTH VARIES =I1=�_�-I till -'I (2) #5 CONT. =81, (2) #5 CONT. 41 1 1-1 117� -" ' 8" U.N.O. M N. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C TYPICAL BEARING WALL @STEP CC SCALE: 3!4 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT % FOR WALL HGT. < 0. W, (2) ROWS 8"x8"X16" KNOCK -OUT NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR ADDITIONAL INFORMATION WALL HGT. > 8'-6". 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 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. 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 NOOK DETAIL 10 10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) 5/8"DIA. EXPANSION BOLT 24 " O.C. (IF NO UP LIFT ON @ PLATE WASHER TYPICAL �° 24" O.C. VERT. OR 2x P.T. PLATE W! 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR 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 3500# MIN. TENSION 2600#) _' (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR E *SIMPSON SP1 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY ;, w/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR � END OF 2" x PLATE WWF OR FIBERMESH r v 2x P.T. PLATE 0 ARCHITECTURAL TYP. � PER MFR INSTRUCTIONS o D ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR w D 1x2 PT WD FURRING @ 24" O.C.-/ 11 GRADE - - D D D . GRADE 40 MIN. Fy= 40ksi � e D. N z #3 & #4 LAP SPLICE co =1I I=I I� °° I=T-1IT= - q T D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a �- p - (1) #5 VERT. IN FILL MONO OR STEMWALL z M - - p D 25" MIN. LAP [30" MIN. LAP} TI I i=111=1 I I I • ' III I I=1 J=I I= 1/2" GYPSUM WALLBOARD ° g -- GI CELLS SEE ° _ w ( FOOTING MONO SHOWN - = U.N.O. po 0o wFOUNDATION PLAN FOR CLARITY o ° D _ _ 00 6 MIL VAPOR BARRIER ,�iTl I I D ° ° I �L-II I I �- #5 REINFORCING BAR R 17/8"`�i I I I -I I=III=III FOR LOCATIONS) 1=III=III=III=III=III-I- - z 11 LI=1 I f=III I I -III I I I71x4 P.T. BASE NAILER ° i I=III=III=III=III=III- ? I ' : I I = I - r #5 LAP SPLICE (2) #5 CONT.- 4I11 "x4" INSPECTION D >° I -I I I=) I -I I I I=I I- 1 2 a *FOR BEARING WALL 31/4" BASEBOARD PORT AT EACH NOTE: g ° ° ° I I -I I -I I I_I I- - I = N COMP. SOIL. (COMPACTED TO D e -i •- - FILLED CELL TYPICAL _ _ _ _ _ =I -III-) I_ I_I I1 ' 95% MODIFIED PROCTOR ASTM 111= MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ ce) AT GARAGE CONTRACTOR = = =III=III=III= -III=III=III=I I=III=III=III=IIII . 1 D1557) MIN PSI MAY VARY PER cn =1 = I =III -III -I I- =III-III-III-III=III=III-I -III- 4 1-4 MUNICIPALITY. - TO CUT BLOCK OR POUR1=III,-III (� I iIi iI III„III I-III-1 CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR = „ SEGJ�� P�S 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C 10 � �1.\-o s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cOw U "FIBERMESH" DECO FINISH 4 to 6 BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. ° 1,i - Z 00 C1, -_=_-I _ ail 6 x 6 W1.4 x W1.4 D 0? 31/2" WWF OR FIBERMESH 6 MIL VAPOR RD r - = *� min. 4" I t� BARRIER , C 4 _z a e COMP. SOIL. ° (COMPACTED TO 95% =Tr I I I rIIt[�t MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2)#5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.C.N C CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION q 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" PAVERS O.H.D. RECESS � z M s. rr_rit- 1T� 1T� �' -rT LI-DTI-11 JAI � ILL1 SEE A/S3 OR J/S6 -�wl- I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" 'v GRADE I (1) #5 REBAR w/ OPT. III ... III -I ILSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS ;a (V ' Cl) N4 4', .. ..I. .. ..: .a �. � M ��I I��.. e • III -I I u 4 TF 00 - SEE A/S3 OR J/S6 -I I, I 1111 I , III FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J 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" J CONT. BEAD SEALANT - ... ., ¢ • INTERIOR a.. a. -3 1/2" v! .` CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB _ m 00 M- BARRIER I�- T�f 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 10" n'P")CHAIRS 8" V-4" 8" #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 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 ° "'� AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN • ' TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL - - 4, ° o Cl) BEAM SIZE & N CONNECTION INFO - 1 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 T sT-"' I � MIN 7/16" O.S.B. SHEATHING �`= 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w SCHEDULE it ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J oUj w ABU66 SLAB STEP & RECESS S.G.D. rM � SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DR SCREWS @ 8"O.C. TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT q w/ MIN. (2) #5 VERTICALS 00 GRADE a - - - - �., FILLED SOLID (SEE PLAN FOR v 4 _ 6 x 6 W1.4 x W1.4 iv SIZE AND REINFORCEMENT) C7 � ;III -III ° °• �=III=III=III=1' WWF OR FIBERMESH �, Iw o IIII IIII III III IIII LU z O W Cn o - ;�000r • r :►., MMUNITYLU 1 1 Ste! OOTING -N �s�I��s� • � yy ��\ y ��yyyyyyy PAD . •. • Rr �0000 0 0. SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC.PADINFO. SEE SCHEDULE NCE TAPERED . " c� PATIO COd g111i1►d `' U Nao •� FLOI? Ail 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 E to O N (p °p U N iL C� LL fA M M CNN LLLLo ej W U m LL iL ° ii it J W Imo W o' MC� m � ¢ W Z IL cn2QjO� 0 ° Oct Cl) Z 0 W°u N U ❑ID❑ Z N o �o z z � � N ch zCz Qu') 0 LL U L LU � O W $ O U E t 8 z C) y ry . e Q N 0 0 sm o M i ¢ w z M 0z < U- QE C z o -o wz > <� z® oa u0 ~ rO E 0< a ~ 0x 0 Q O CV �z 0 ¢ wz W L . to _ C z z Y N 0 0 mo z z z Q) Cn m 02 Q W zZ g0 a U 0 � j0 0. F az >° o co C w� z¢ 01 63: .2N 3: ^L1 m ns Q C 0 /11 m o � o � CI• ■ � J N 0 I� T n NILO r N o z E Q `� N c a E c0 0 ¢ o JOB NO: 20-6576 SCALE : AS NOTED SHEET NO. S3 (MONO)