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J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 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 INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE `N (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD I I-1 =1 fir) I I=III' TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 T WWF OR FIBERMESH co o TO I -I I rl 11=1 r 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 GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - ALUMINUM DRIP EDGE ALUMINUM FASCIA " N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR WxWX16" KNOCK -OUT EXTERIOR WALL BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR --� G/S3 FOR ANCHOR C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH > 1x2 PT WD FURRING @ 24" O.C.-/ (1) #5 VERT. IN FILL MONO OR STEMWALL 1/2" GYPSUM WALLBOARD CELLS SEE U.N.O. ( FOOTING MONO SHOWN rl) FOUNDATION PLAN FOR CLARITY o FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION -4-3 1/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL FOR BEARING WALL MIN. 2500 PSI CONC. SLAB W/UPLIFT ONLY r� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR «� MUNICIPALITY SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 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. 1,"Am 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE 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.) _ (ALT: 1/2"x12" TITEN HD @ 24" O.C. ELEV. 0 -0 OR 5/8"x10' WEDGE ANCHOR @ 24" A. F. F. O.C.) 2" 0 �31/2"MIN. ELEV. 4-31/2" z A.F.F. O 00 N TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O .) (OR / GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE O GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (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 HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 2rr 6x6W1.4xW1.4 WWF OR FIBERMESH �31/2" MIN.Af 1 rrrl 31/2"(min.)- 4" I11=1I I=1�1= 00 III I I I- 31/2"(min.) - 4' 11111=I I I L `I I1 1 I 1=J 11— 31/2"(min.} - 4" U=1 I _ �_ =1 I I• — — —III=1 �I I =1 „III=11I (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEARWALL C TYPICAL BEARING WALL aSTEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 Pcs't�Eos� M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x ST UDS @ 16" 0/C 10 M�� 5 \ iN INSULATION PER FBC AND ENERGY / 8" C.M.U. FORM SUBMITTED WITH PERMIT f 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5!8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 6 K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6)1/4"11/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� `" 2x P.T. PLATE ASSUMED FINISHED 'E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR = s GRADE ;, o D ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z_ C D FINISH GRADE °O 2 " MIN. LAP 30" MIN. LAP 5 I I [GRADE 60 MIN. Fy= 60ksi] ° D °D D O° = =1 =1 =1 =1 =I 6 MIL VAPOR BARRIER r1 I 1- I I I D ° ° I IT= I I= I ` IIII—I I C�1 0I_ T Mx, 771114 R 1 7!8' —� #5 REINFORCING BAR _ —I III — III -I N Z #5 LAP SPLICE I `I I =I— ILI36" D . ��(�I I�1 ,I MIN. LAP [36" MIN. LAP] COMP. SOIL. (COMPACTED TO -I III ii=7_ml V 95% MODIFIED PROCTOR ASTM D1557) III=1 I-1-1 I=1=1=1 I I=1-1 4" 1'4" CURB DUE TO SLOPE 11 11 l l III III III -III- 111 CONCRETE SLAB WWF a W1 4XW1 4 WWF OR NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING 4 "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. Of*CV _ ° D ° - Z 00 I 6x6W1.4xW1.4 ° 31/2 WWF OR FIBERMESH o 6 MIL VAPOR D BARRIER _ _ —I I = - z ,� N min.) 4" o a I COMP SOIL ° '- O° - - - (.o (COMPACTED TO 95% I 1 i I-T1 I _ TTI I MODIFIED PROCTOR II 00 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION KA � SCALE: 3/4" =1'-0" S3 00 o OPT: DEPRESS SLAB 5 )/" `- DEEP AND 6" BEYOND - co DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB 3 PAVERS SCALE: 3/4"=V-0" �r I GRADE a -rrr-1 - -(1) #5 REBAR w/ OPT. 11= I _SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT O.H.D. RECESS z 13 O.H.D. RECESS M� Cl) 400 " '4-I .'.a. _ I SEE A/S3 OR J/S6ITI I I- I Il l 11 l ao FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-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. S3 ADDITIONAL INFORMATION. SEEA/S30RJ/S6--*- -ILII Illli,l�l,,, I llrll-� FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (I STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri 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 Ol _ J CONT. BEAD SEALAP fir— Q ° < INTERIOR -3 1 CV ' M CONCRETE NAILS W 1 1/2' 1 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S C Cl) 6 MIL VAPOR BARRIER 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 1�1=1�1_I�I la° p . I—III—�11=III _ LU W rn (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- E 6x6W1.4xW1.4 WWF OR FIBERMESH f III 111=1 I 1=1 11=' -. (2) #5 CONT. —11 ITI 11111 , , I I-1 I I, , , I I ON 3" CHAIRS 8" (TYP ) 101, #6 REINFORCING BAR #5 STD. 90 HCJOK #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 VARIES 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 T 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M _ ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN a - - - TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL co :- = I_I, ,I 1-L� I=1 I . BEAM SIZE & a I - I CONNECTION INFO Cl)I I d 111= .. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 � 1 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 IM Q SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o w ABU66 SLAB STEP & RECESS S.G.D. rM � S3 SCALE: 3/4"=1'-0" -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/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 -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M i CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 z GRAD a - FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) c� ° =III- WWF OR FIBERMESH '- " BRICK PAVERS or SLAB PER �COMMUNITY SPECS z w p 0 w cn 0 0 = "- ( = -I = f- w III=III I I=1 I I=1 I z -III=1 ' -'' • °' _ ___ z a I=_ ° a - = _ = M ° ° ° - - - - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" ��S3 0-0 FIN. FLR. Imp LU FOOTING III III—III—III=1 I —I I 1=1—III_ v 11=1 I I � i 11 I F 1 I IEE 11 , l I -I I I=I I I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 U r Z co 0 -o N z� V) CD C W �V — w I— f� U a� m W -S N M co -7-N Q = U W �"00 o'6-- �o ¢rn (nao LOav �Qo .N. N �O N Lu e Z W �oz z° W Q v Z W W V u--a N� LLM Z44 F, W N Q Mi O �j U OO www s"'Sti'�if 16AO�t ❑ viE��., ui To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www. Len na rTa mpa. com 0; i� } a M J oo80 Z of a U Z Z W CID a � W N Q J Lo MLU ZZ -J z = 06 -� Z Ov rl z g = � Q '�Z Boa ~ � m 0 fV LL QQ� 28-2 Z Z Z ri o� r�0.� LU Ln � 0 Z L � z o LLJ � O Q h 110 d- Q a z o H uj Iaz Z t-u <Zo go Im Z J M Irn S 00 � 2 o f a cn o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO' 4n0 SHEET NO. S3