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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �(TYP.) VARIES / V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS \ f HGT. FOR WALL HGT. <_ 8'-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.-71 ;a 2x P.T. PLATE 1/4 DIA. X 3 1/4 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 co PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -11—I I — 11=1 1° a ° ° 1 =) I I=11 �1I I- CD T�Ti=i 11=1 ;- FOR ROOF PITCH 4.12 OR LESS. ' 1 1_I I I=I I �I I —1 P • I F PRE ENGINEERED WOOD ' -I I ,I I I I I= ° �— TRUSS @ 24 O.C. U.N.O. HURRICANE ANCHOR @ EACH III III=I I ��=1 I III —I TRUSS (SEE UPLIFT SCHED.) W/ 8" � 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 I GG NAI ING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE Nq W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & $" 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 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 ce) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER 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 'E v r _ r °> I co M _ 6 MIL VAPOR 11 Eo o 11= I = = z BARRIER ; C �r 4 COMP. SOIL. (COMPACTED TO 95% I I MODIFIED PROCTOR 7 I ITT1= ASTM D1557) 3" MIN. CLR. ON #5 R CONT. CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK SEE U.N.O.DETAIL) U 4„ V-8" (2 STORY) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS � z M ' �---' I I ;III-11=1 I I � ' • : ` • I 1=1 I I- �' "' . -I 1 I -III 4 �' I l=III �.a . •. ':: III=1 -I F I .., . -I 1I- I�I OI I FOR REINF. INFO. II I 1lII,1, 11131' MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. I 'INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a _ a d a d. d a d a GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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. -A- ,vr 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5!8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) 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 STUD BELOW TOP PLATE STUD BELOW SIMPSON SP2 w/ (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. SHEATH ING'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. < 8'4% (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. > T-6". (ALT: 1/2"xl2" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE AINSULATION 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 SLAB &BLOCK IMPSON SP1 w! (10)10d NAILS "SIMILAR AT FOUNDATION IMPSON SP1 w/ 10 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS T( ) 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALL2„x6W1.4xW1.4 ATTACHMENTS 6x6W1.4xW1.4 A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH 3 1/2" MIN. 31/2"MIN. ELEV. 4-3 1/2" h? ' ' v. A.F.F. Afa ° . b ° I -I I 1=III= I'31/2"(min.)- 4" b ° I I -I 11= I == 1/2"(min.)- 4" D e e' =m A •' -I -III-III - A 1= I-1II- `" 31/2"(min. - 4" III= -Ill I = ' 31/2"(min.) - 4" -fI 11_ -� I I I - -I 11=1 I -III- -I i►-I I� I I -i I -1 ff III III-Tf 11 III-ILI �' =1 l -I I J LT�-I I =1 11=1 �I (2) #5 CONT. 4„ 1 11 I i 11— I —I I 8 (2) #5 CONT. 4„ I I I ,l—�61 I 11 8 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL K"—C� TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ecS �-os�c�� M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C Mx�\�ozs �oo�N ROW 2x BLOCKING MID HGT. LOAD BEARING OR INSULATION PER FBC AND ENERGY c (1) @ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. _< 8'-6". (2) 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 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" "J" BOLTS BOLT x W S BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL PLATE 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 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 SPACE ANCHOR 3500#, MIN. TENSION 2600#) * SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6 MAX FROM " 6 x 6 W1.4 x W1.4 E w/ 10 10d NAILS ( ) - c., 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR Q wF END OF 2 x PLATE WWF OR FIBERMESH r , TYP. r ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR uj U o a t a GRADE N , P . u '� z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] =1 a _ _ _ _ —III—III—III a m p .. D _ _ _ o 1 I— 1 III MONO OR STEMWALL FOOTING MONO SHOWN o o z r, — — — -' �I I ° p. FINISH GRADE 25" MIN. LAP [30"MIN. LAP] a I-III=III= I ' �-;1 I ITI I II I I I I11 ' a • IL _III -I 1111= �- I I_I 11=1 II' FOR CLARITY o D D oo -I 6 MIL VAPOR BARRIER III T=1 I I I p D . A _ - _ _ I I l I I 111 I I I—_ 11 -f 11-T=III- _, O0 '- #5 REINFORCING BAR R 1 7/8" w -+I I - III I1-III- -I I I I=I I1 I I I- I_I I I I_I D �D D -I —I —I —I I ,I-=�Tf I +I I hI I f r z #5 LAP SPLICE (2) #5 CONT. — NOTE: D° --I 11=III=1 1=1 1=1 1=1 g -1 a i 1=III-III-III-III-III= N I I I 1 *FOR BEARING WALL I=III=III=III=III=III= I T COMP. SOIL. (COMPACTED TO -1I W/ UPLIFT ONLY — _ _ _ =i 95% MODIFIED PROCTOR ASTM --- - --- — —------- =i II III-III=ITI=111 III -III= III-III-III-i=1=1=1=1 I=1=1-III=1 I I=1-I I I-III-1 D1557) — 11-111-111— I I— 11—I 11— =i III=1 I =1 I=1 =1 =1 =1 =1 =1 =1 =1 I =1 I 1=1 I F 4° V-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" ° ' d GRADE 00 _ _ r—III—I r I ' ' ' _ =(1) #5 REBAR w/ OPT. ' 111=11 —I I I= I NIP, NIMNI 111=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS ?: ' T .. Cl) I_I ITI_II ITII _. 1T 11 I -III • ' : r _I60 1-41 I- :I I II I II I :•�: I-1 L� II III- SEE A/S3 OR J/s6 =►III III=„I I III++III= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) 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. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEAL)* INTERIOR a ` d -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � e OP N i I-ITI= _- M 6 MIL VAPOR ' —III—I BARRIER 1-111, 8" 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 1'4" 8" (TYP.) 10" #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 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) ( ) r WWF OR FIBERMESH SEE ROOF PLAN S.G.D. U.N.O. 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . CONNECTION INFO SEE PLAN FOR Ah &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 - FOR STRUCTURALT BEAM SIZE & CONNECTION INFO I + w 2xaP.T. + 2x4 #2 SYP P.T. FRAMING w/ PLATE ins MIN 7/16" O.S.B. SHEATHING O.S.B. z0 ATTACHED PER NAILING w f= SCHEDULE COLUMN LOCATION ¢ w 6x6 P.T. #2 SYP � w o w ABU66 CIO —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 AT 8" O.C. �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. I ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 `I w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) r WWF OR FIBERMESH a BRICK PAVERS or SLAB PER 4L�4" 1 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3l4"=V-0" S3 V-0" FIN. FLR.A COMMUNITY SPECS e, SEE FOUNDATION L=p CONIC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 3/4" = V-0" SEE A/S3/J/S6--`�_"`�;T"='i g„ FOR REINF. INFO, l OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' co z GRADE a ° M c�LLJ;III=III a. 1=III=III=III=1' z w o F9I I -I I1=1I1 :111=1I w Ll- U 1- ° a 14— ( FOOTING W III-III-i I -III -III III -III -III_ U Ii II I II 1 BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 LR� 0 O a�3milll it,10`�� � OESStO�`� �flli'II1111 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 Enginee s signature and seal. V)Co Q 0 O O O O (Coo pp (D # N v ✓s C, 04 N cp J ° N M ��a LL �- a LL vi N N M W U uu W aa.X 0 >. CLL ,.'. z 2 Z z Ya,9 moo CO J W C: 04LO 2 E� rn o a Zrn N p 04 It O N U 0 Z U J ❑❑❑ W z N O z o 63 a U) OT N M N Z a 0 (3) _0 L� T CA w 0 n (/) c o o � wigw � U 00 E o to = ¢ � o 4m o w M a S a J Li cu a E o �� �.0 z } o an Za ocu a �— — � RO U o�F a 00 p oQ C:)O p Q d Z L ru C _ C 0 Y U °m m O O ¢ z, 0) � 4z g. to z F1 p < LL Z z a O �w U0 oz J _� w >° CD za a 03 0 `N = Q >� L � LA � ^, W m c� .! Ln LO N � C �L o m c T T Lo Lin O ai ca r M iri N o Z z E O E (n r Co a U -j ¢ p � JOB NO: 20-1783 SCALE : AS NOTED SHEET NO. S3 (MONO)