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I I I ! 111-L-1 I 1 1''] 1 1 I 11 — 1 - FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 `(TYP') VARIES / INSU 5/8" OR 1/2" HIGH J 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 INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - J @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE „ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CON 1. 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 a (#15 OR #30) UNDERLAYMENT . ° ° b I � FOR ROOF PITCH 4:12 OR LESS. - 1 D Ti l - '- II I��,1� PRE ENGINEERED WOOD -I TRUSS @ 24" O.C. U.N.O. I I I I I I I_11P Himoil I !II HURRICANE ANCHOR @ EACH -11I 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 KG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 241, OIL O.C. OR 5/8"x10' WEDGE ANCHOR ° a ° A.F.F. @ 24" O.C.) 211 CD�31/2" MIN. d ° ° ° ° ° ° d d ELEV. 4-3 1/2"- . °a °a d °a 2x4CONTa A.F.F.O . a U_ a. N 00 _ . ° • TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - w/ (2)16d TOE NAILS @ EACH END s (U.N.O.) (OR „ „ GYP. TYPE X„ @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE •2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS {1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS '2x P.T. BOTTOM PLATE Px6W1.4xW1.4 WWF OR FIBERMESH �31/2" MIN. - I- 1131/2"(min.)- 4" GARAGE DEPTH VARIES IM SR. I 111 IF ZT (2) #5 CONT. 5 4" 1!'=�1144" 8" U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP @ SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C 12 N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, II EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOADBEARINGOR COt" SEC�P�� eC \ �'s TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. ---(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° ' 1I1/2"(min.)- 4„ (2) #5 CONT. --- L4,;�11 ; A 111'�1 1 11 8„�rr} ;� 111 1 11 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ f[7/8.1 x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT THIRD POINTS NOTE: BLOCK W/ 1#5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FILLED SOLID W/GROUT SEE CC/S3 OR N #5 VERT. IN FILLED CELL AYERS W TOTAL HICKNESSM/8" C. 26 APPLY 3 ADDITIONAL INFORMATION G/S3 FOR ANCHOR ETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAILSIMPSON SP1 w/ 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"8" C.M.U. TYPICAL BOLTINFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE -.,-TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10)10d NAILS @ EA. STUD II I SPACE ANCHOR FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN LO S FOR LOCATIONS) 1x4 P.T. BASE NAILER C144"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB CIO AT GARAGE CONTRACTOR N MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE T3 CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" cIBERMESH" BELOW GRADE > N , T _ ' t e °> 1� II - Z 00 ty 00 6 MIL VAPOR ° I - z LO g BARRIER ; p ,h 4 — iv J COMP. SOIL. M (COMPACTED TO 95%I I I CN MODIFIED PROCTOR ASTM D1557) MIN. CLR. 3" (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA � SCALE: 3/4" =1'-0" S3 o OPT: DEPRESS SLAB 5 �" ~ DEEP AND 6" BEYOND - E 0 DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--x BLOCK WALL BEYOND 14 TO.H.D. RECESS z M � SEE A/S3 OR J/S6 FLIT L I.l-rlll=..�LU:. ! 001 FOR REINF. INFO. 1 1 13" MIN. CLEARANCE 0 04 (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) M V 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S.III S3 ADDITIONAL INFORMATION. SIMPSON SP1 (6)1/4 x31/4 TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J BOLTS 6" MAX FROM w/ (10)10d NAILS _ �1 '- 2x P.T. PLATE FIBERMESH -1 WEEP SCREED INSTALLED BAR W END OF 2" x PLATE TYP. ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR o ° a =i I -) I �) I — GRADE N - 6 ° . ° ° z_ FINISH GRADE °o #3 & #4 LAP SPLICE GRADE 40 MIN. 760kslill [GRADE 60 MIN. � a MONO OR STEMWALL Z co ° I i > 25" MIN. LAP 30" MIN. LAP [ ] ° FOOTING MONO SHOWN FOR CLARITY ° °� o ° p o ° o - °O L 6 MIL VAPOR BARRIER ° ° '� ', - I - I - - I I� iv z #5 REINFORCING BAR R 1 7/8 W ' - �- I -III -III -III -I I I_I I I_I (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. E 6x6W1.4xW1.4 WWF OR FIBERMESH r ° TII�� q I�T�iTT-iff T-� r -I I II I TI - 2 #5 LAP SPLICE O - -I=1=1=)�1-I • -T 2 #5 CONT. NOTE: OR BEARING WALL g ° D D III= I�III� �III= T COMP. SOIL. (COMPACTED TO ° e I- -1 I=1-1=1-1 I— _ W/ UPLIFT ONLY _ _ _ _ ____ 95% MODIFIED PROCTOR ASTM 1 I ffl- _FI -1I-111=111 D1557) rrr r� FII=III=III=III=III=III=III-III=III-III-III=III=III=III-'' 4" 1'4" � �I I I � �I I I,;,I I1-1 I I-1I1-1I1= I I' - 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 00 _ (1) #51REBAR w OPT. ' I-1 I - 11- - 1=SCREEN ENCLOSURE 9 IF MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS CV ' M Cl) I=I1 :. °Q 4„ LTT I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) 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. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0� a J CONT. BEAD SEALAP INTERIOR ° a a -31 /2" h CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ad C M 6 MIL VAPOR BARRIER =1 ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 101, (TYP ) 8" V-411 8° #6 REINFORCING BAR #5 STD. 90 HI #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE; 3/4"=V-0" S3 VARI S = 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 N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ M AT 24" O.C. MAX. CONNECTION INFO - ° "� SEE PLAN FOR & LAYOUT DESIGN .. TOP OF BEAM a SEE ROOF PLAN - 4.A ° FOR STRUCTURAL BEAM SIZE &41 I. CONNECTION INFO to _ . ° 8 I ' I -I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/JlS6 _I I 11 MIN 7/16 O.S.B. SHEATHING FOR REINF. INFO. 8 Z ATTACHED PER NAILING OPTION 41 cn O w SCHEDULE Q j SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. PLAN FOR SEE FLOORAL o w STRUCTTUCOLUMN SIZE SLAB STEP & RECESS S.G.D. M co &BASE CONNECTION INFO. SCALE:3/4"=1'-0" 1,N, S3 —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 zzz___1/2" GYPSUM WALLBOARD U.N.O. DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E ° 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH FOR COLUMN TO BEAM ATTACHMENTS M 0' 0" FIN FLR TRIM PER PLAN 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 SPECS 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS .� - 2W/ TO FOUNDATION PAD MAT REINFORCING. Q ' 00 ? z I-� a w p o N = " GRADE a a ==III=1 I I=III 1 a = II=II-=III' IuT -III 1=III=III= U —111-1 ! • °• - _ _ z z 1; - - - - — - -_ "' a ° - - - - - - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 I I —I —III—III—III—III I I —III —III—_ =III III=III-111-III=1 — IIIIII—III; FOOTING w =111-1 I=1 I=1 I -111-1 I— BEYOND PAD REINFORCEMENT �1 1-1 I1=11 -"' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C9 .$- Z �•' Z Q U) z (1)C +-� LL, �U — 0 W T E o 0 ru m r04 ` UC) N M M W E > - 8 �.: C f0 M oso U I Co � " 00 Co 0 o 0 Y Q 0 u7 � 4 0 A 1 B Do N C.5 O C a� ` P 0 QZt�•��y�y�� Z4 z o - 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. ;t O Z o III N 1�/.•1 V) M O M Q -(0 Ln z Q � LL Ln F- Q �U, ^ CCo Q a Co E .� Z WIT �� Z W za �a Wa-a V O� z O V Z ZU o�z LU Lu 01: _ �H C) M� J 04 ZZ r G j �--•1 Q >8 fz oC n3 0 ,--I 0 U = Q 0 z o 0 a Ltd ,/d.•� J O Oo A85 zoo¢ � Z � o: W Ln E ` a J rl 2:Q Q LJ J Z � � Z M N m O NM Z 4zLU tu O w J = W ,-i a_ cn I f SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. S3 (MONO) r d 0 kN