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3 x M L c N x 0 . o FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 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 @ 7O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN �f/ 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & i @ 6" MAX FROM END OF 2 x PLATE E n CV (1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 f UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D a . (2) LAYERS TYPE I OR TYPE II _ a (#15 OR #30) UNDERLAYMENT - = I=) °' . D ° — — _ = 4 FOR ROOF PITCH 4:12 OR LESS. TT I I D _ � j � � II— D _ I =_�f PRE ENGINEERED WOOD _ ,—I I( —� TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8 �� METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G *EDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION N1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. UMINUM DRIP 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" d O d d d d d_ ° a ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �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 5 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 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 (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > N-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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 ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL AO.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 21r 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH �31/2"MIN. �31/2"MIN. I ELEV. 4-3 1/2" z p a a ' A.F.F= o C"I 00 D a ,a I — — —�— IIrl _ I I ITI=-11�1Ti==1T I I 1T �` '_ - ,I I I,�,I I �,1Tf, ,T 1= ' I:1T�1T7TI1�� (2) #5 CONT. ' 4" 1'-4" 8" (2) #5 CONT. 4 Tr{ -4 g U.N.O..N.O. MIN. .N.O. MIN. TYPICAL BEARING WALL (a) STEP as SHEARWALL f C � TYPICAL BEARING WALL a) STEP CC SCALE:3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" GAP PGS' Z\Ep 5� M EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES Zx BLOCKING @SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY M�N� Jocs 1GGN�\N EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 55/8" 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 HOOK DETAIL 8" C.M.U. TYPICAL � BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 118"THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 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 *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] #5 REINFORCING w/ (10)10d NAILS - r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� ARCHITECTURAL FINISH TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE o D ' D ° D ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° z_ C1, — — A D, FINISH GRADE 60 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 00 U.N.O. CELLS (SEE FOOTING MONO SHOWN p p o FOUNDATION PLAN FOR CLARITY D ° . _ _ _ O° 6 MIL VAPOR BARRIER Tfi ;. ° _ —— R 1 7/8" _ _ _ _ _ TIT TIT=TIT--�1 #5 REINFORCING BAR FOR LOCATIONS) p p o ° D = =I I= = I=I = �, z 1x4 P.T. BASE NAILER ° I— I —I —III—III—III- z er D— g 05 I AP SPI I('F 4"x4" INSPECTION NOTE: D ° oD ° o —I —) — I= I=I =I I • e ITI-LILEr—rTl 31/4" BASEBOARD PORT AT EACH g III—III—III—III—III=III- N COMP. SOIL. (COMPACTED TO — D FILLED CELL TYPICAL *FOR BEARING WALL =1 =I I= I= =I ' f 95% MODIFIED PROCTOR ASTM 1 W/ UPLIFT ONLY _ — — — — — MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ _ — I TIT jIT M AT GARAGE CONTRACTOR III —I I=I 1=I I I=III=I I I=I I I=III=III=III=III=III=III=I I=I I -I D1557) , t r— Tyr MIN PSI MAY VARY PER v� _ 1-III—III=III=III—III=III=III=III=III=III—III=III=III—' 4" 1'-4" MUNICIPALITY. TO CUT BLOCK OR POUR_= —III=III=III=III- ICI I III— CURB DUE TO SLOPE � � � I I IJI i I—. . .—� � — CONCR W14XW 4WWF W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR = "FIBERMESH" FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL C SLAB INFORMATION. co 6x6W1.4xW1.4 6 MIL VAPOR D D 1= = = Z 3 1/2" WWF OR FIBERMESH BARRIER _ I u •t D -: Q I I N min. 4"---., a Q a' COMP. SOIL. °O _ — — — — — (COMPACTED TO 95% I�� MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—% SCALE: 3/4"=V-0" �r GRADE v _ Til'—Ti7 TTT—iTf 7r (1) #5 REBAR w/ OPT. I =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ C — 14" O.H.D. RECESS z 13" O.H.D. RECESS _ CV M T 4" III •• 00 TF oo l�I. 4" _- -' I—f h •I ..� •.: TTT SEE A/S3 OR J/S6--�'-I I I I l I , I III I FOR REINF. INFO. L 3" MIN, CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS rj-J� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6-- -ILII I I I ITI I I I I I I h FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4' (1 STC IRY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALAO — ¢ INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4d00 e E- Nco 6 MIL VAPOR BARRIER*'' 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 D w °' • a p . a 1=1T,�111� — • g Tr' — o • w �-1T- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-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 T M i ��IIE II 11 11 (2) #5 CONT. =11 I-1 I FE.1 I I, I ITI I I, IF ON 3" CHAIRS (TYP ) l 10° #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR WW FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS N d AT 24" O.C. MAX. CONNECTION INFO LA A SEE PLAN FOR & LAYOUT DESIGN a TOP BEAM C e • �IC7F (2) HTS20 —SEE ROOF PLAN FOR STRUCTURAL :- c — —_— —� a' • a a 1��r1iT,=�1TI� a I E BEAM SIZE & -� I CONNECTION INFO co I 2x4 #2 SYP P.T. FRAMING w/ T MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 I n- 118 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 it SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION o J W � ABU66 SLAB STEP & RECESS 0 S.G.D. rM S3 SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. � MASONRY WALL AND PAD FOOTING �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ., EXTEND FILL CELLS - TO FOUNDATION PAD —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT d 6 x 6 W1.4 x W1.4 r, WWF OR FIBERMESH ; a 'A ° M SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER �COMMUNITY CONT. FOOTING STEEL MAT REINFORCING. Cl) 0 z ''' 0 � I.- w o n po GRADE a _ _ _ILI —III—III �—III—III—III— _ a a• _ I I III II III IIILU -- ° _z a"� = 0-0 FIN. FLR. ION TAPERED COLUMN FRAMING�. DWI _ —I —III=111—III—III —III—III FooTING =1 III —I 1=1 1=1 1=1 III=1 1=1 I_ LU 11-III—III—III=1I „I=1I-1I—' BEYOND PAD REINFORCEMENT -i �—III—i i —' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �S►� c o l a �,taaa`�fa o;�g�'''� < 0. r. T F III- 4, 0 d1tl.11E= 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. 0 AAM 1- 8 (Do N V C C C 0)� J coN N N '� °ND LL N OR Z LL a a CIL N C, w a a;PLL a� 0z0 Z -0rnM @ o O m m m m i= CV � W Z 2 Earn p a :2N 0 Q O N< C) z ,Z U H U ❑❑❑ W M � Z N z o _l M /Z N E3 N M z 2 1 , — LL T (Q Vi y w g o Q V w t- N wa U rn oo w 0 = t� o c � � IOQo i14 m o w Mw M o z � < li E z� � zo Q Q= z® �� o E Xo 10 �0 N Qo az U - 0 U mo 0 >Z J o a ° z cn oa w� z ao �w o0 zG o w� }° GU V za a o3 > d. ^L1 m .� �o c 00 f° _ CN U O r) /! 1 m ai M0 C N ZTM— r M r 00 O 04 at C) r o Z zE E O I � m N0 d E .. U � .D C �10 CO < 17 c JOB NO : 20-2747 SCALE : AS NOTED SHEET NO. S3 (MONO) - - -- - ,u, i �� ,�� .-. -r�eTr � a�.-FaBiufFTl�but�;, aL„�iA�w�i uu uiiri.:,l;... 4 1