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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" t 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 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ (2)16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE STUD BELOW S.P.F. DOUBLE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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. <_ 8'-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 L A SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 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 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING 7 INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" 1 X 31/4" TAPCONS @ 24" O/C & ,� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 N_ _ 2"°x3/16" PLATE WASHER (TYP.) CHAIRS TYP. Cl) M ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE i A I —UNDERLAYMENT FOR ROOF (TYP.) WWF OR FIBERMESH O.C. OR 5/8"x10' WEDGE ANCHOR PITCH >4:12 0 211 x6W1.4xW1.4 6x6W1.4xW1.4 (2) LAYERS TYPE I OR TYPE II d A.F.F. @ 24 O.C.) WWF OR FIBERMESH 2 WWF OR FIBERMESH ° d c7 31/2" MIN. 31/2" MIN. (#15 OR #30) UNDERLAYMENT - I I °' . D ° ° I I o ° � _._ FOR ROOF PITCH 4:12 OR LESS. I ° ° ° ° ° ° ° ° ° ° a ELEV.-0'-31/2" 'I I Q d d ° PRE ENGINEERED WOOD - _, �l I ° — I I ° ° d °4 2x4 CONT, a ° ° A.F.F. O - ° „( ) I ° 31/2"(min.)- 4" ° d TRUSS @ 24" O.C. U.N.O. I I �I I I r ° d a , ° N , . t,> ' ° ° ° — ILL tilt—' @11 iT 1/2 min. - 4 — p ° ° I �� HURRICANE ANCHOR @ EACH ( I ( ]�-I ° ° GARAGE DEPTH VARIES ° ° (31in. - 4� I (3 /2 (min.) - 4r TRUSS (SEE UPLIFT SCHED.) W/ 8„ " -I � I I I I ° ° ° ° ° a 9 d d ° d Q � I,III-rr I I r ,�� I � I I- 00 METAL PL. UNDER EA. TRUSS {- I L_— MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. (2) #5 CONT. U.N.O. MIN. 4" 1'-4" 8" SHINGLE ROOF U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrc C NAILING SCHEDULE ON SHT. = S3 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION SCALE: 3/4'-1-0 SCALE: 3/4"=1'-0" ELEV. VARIES FOR ADDITIONAL SLAB — — INFORMATION. ALUMINUM DRIP EDGE oS�c�R ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 12" N.O. 2x SUB FASCIA 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. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ��N�M�o 5 2x STUD 10 N�" 1 ROW 2x BLOCKING MID HGT. SHEET LOAD BEARING OR ca () @ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. _ - <4 �„ 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL 5!8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED (2) ROWS OF 2x BLOCKING @ — THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL IN. I AB 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH _ _ n o 2x STUDS @ 16" O/C ULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER MANUR / CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL K.O. BLOCK 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J BAR w #3 OR #4 REINFORCING BAR w GRADE 40 MIN Fy= 40ksi 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 6 x 6 W1.4 x W1.4 = i; WWF OR FIBERMESH r ° NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE ° . 1x2 PT WD FURRING @ 24" O.C.--/ GRADE ;, o - z #3 & 44 LAP SPLICE a o. _ - 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° M— ° [GRADE 60 MIN. Fy= 60ksi] g -I -I - • 4ill, FINISH GRADE v. 25" MIN. LAP [30" MIN. LAP]CELLS(SEE FOOTING MONO SHOWN o - "I'° —' U.N.O. _ °O 6 MIL VAPOR BARRIER I D o ° -I -I (— oO w T _ FOUNDATION PLAN FOR CLARITY ° I — a — r R 1 7/8" �i — I Ir FOR LOCATIONS) p D ° P =III=III=III= =III=1 T I — I N z #5 REINFORCING BAR lx4 P.T. BASE NAILER ° I = ——I 1 I=1 I = 1 I= ? I ° I I �- r #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION NOTE: D ° PD ° o = — __I I • —� I — —I PORT AT EACH I I I N P ° I - - I I=I - I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS LIT 31/4 BASEBOARD *FOR BEARING WALL —III=III=III—III=III= COMP. SOIL. (COMPACTED TO III_ (TYP.) FILLED CELL TYPICAL _ _ _ _ _ _ — _ — _ —i 95% MODIFIED PROCTOR ASTM �—RINI I— (— I-I1 10" W/UPLIFT ONLY --I — I T MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR -1 — 1III1 III=III=IIIIII D1557) „11 ,,, 1,—jjj MIN PSI MAY VARY PER �I I I=i I=III=1 =III-1 1=I 1=III=III—III=1 I =III=1 =III= 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR —III=1 I.-III=III=III=1 =III=III III= MUNICIPALITY. CURB DUE TO SLOPE — - - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 SLAB INFORMATION. ° ► - Z M 6x6W1.4xW1.4 ° C9 3 112" WWF OR FIBERMESH 6 MIL VAPOR > I ? min.) 4" BARRIER D ° ° " v GRADE I> • - ° COMP. SOIL. 11A (COMPACTED TO 959/o MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION K"A� SCALE: 3!4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS � ? M 4 T JII SEE A/S3 OR J/S6 i I _ FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) 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. 1 �11 11� •' • • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O,H.€ D. RECESS CV ' M :.. I 00 T SEE A/S3 OR J/S6 I , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIE SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM wl (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS Cl)AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR &LAYOUT DESIGN ° .. TOP OF BEAM I 1, SEE ROOF PLAN , , ° e ° a ° 17 FOR STRUCTURAL -' E P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0� a J CONT. BEAD SEALA� a INTERIOR a d -31- - /2" 1 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °d n 0? — M 6 MIL VAPOR - — i'- BARRIER :-_ 41 BEAM SIZE & iv 'TH I. CONNECTION INFO Cl)) _ I e — I — i 2x4 #2 SYP P.T. FRAMING w/ - I SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" zo ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 co HED w I > SC ULE SEE TYP. WALL SECTION FOR ADDITIONAL > _j SLAB INFORMATION. FOR SEEORAL oPLAN W STRUCTTUCOLUMN SIZE SLAB STEP & RECESS S.G.D. rM (n &BASE CONNECTION INFO. SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL i6/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL 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/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ �.t INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ;' ' ON FLOOR PLAN SIZE VARIES PER PLAN t�, CONT. BEAD SEALANT ;� w/ MIN. (2) #5 VERTICALS 0 GRA a E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 c4 SIZE AND REINFORCEMENT) 0LLI ;III=1 d d • =III=III=1 =1' =I =III WWF OR FIBERMESH '- `" BRICK PAVERS or SLAB PER Z w— o w � 00 — — — LU 11=1 I == Z I= ! •'d • ° a —_— -_ z < d 0'-0" FIN. FLR. COMMUNITY SPECS it _ fn 1 I=I =11 1-1 11=11 I=I 1=I 1=III--- w ' -III III —III —III —III —III III—III=1 11= ' FooTING � I I -11—III=1 I I- I I—III=1 I I—III=1 I I I I -1 I I-1 I I=' BEYOND III „I I 1 PAD REINFORCEMENT _T=III= — 1 3, MIN. CLEARANCE s .: :' '.` SEE SCHEDULE ----- '----- ' 'o' : ' �'PAD INFO. SEE CHEDULE U z � z� Q J un (D Q) C a—' 1J 0 LU 12 E U cp M LU( I,__C M c to cn N U� �no All a o c B De t e. U) az C!(, Z�6m o Z lu v U M E5�\ To the best of the Engineer's �i fp((q y d belief, the structural plans and spe=(drf EOl;�ained 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. O z 0 cu i�ij)roO Cell Q 0 Ln 25 �. za , v a� O Q z § E WJoy O o Za Ft J �zt,o q�z$ LU yz x� �� °U w t n] W' J ¢ gz QU r xZ V Z 7 06 N Ln z o 0 U = Q z LU H o'w 0o 0 � _j .0 �..s O p w 0 0 Q gLuar< Q �g o z J r-I Lr) a o Z � 8 IJ.J Q z $F` (*-4Q z *1= C:) Z 00 _ z Lu V) SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAM ES VERSION NO. 10 SHEET NO. S3 (MONO)