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1111'1II I II1G'1e111'1 ' 111 1111111 If 11 ' 11' 1_ 1 1 1 11 1 Hi !j!NI '! ' Il A II I II IIII I [ II°I ' Ili I I 171 1 III Ilu VI. ryIJ11,1 I I I I IIIIIIIIIIIIIIIIIA FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE"I @ 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) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESjdk ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT S" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD]�E (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER � TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE D T I I -I1 = 6 MIL VAPOR D Z BARRIER ; D ,I 4 I =11 t> I I N COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. L4- V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5)/ DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERSTO.H.D. RECESS M .. .. � ` • III—III=�' '�. o0 T v. HIG IIIIIIV SEEA/S30RJ/S6--� -(IIII III111111,,, Ililllll= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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. Q3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-, (2) #5 CONT. ON 3" CHAIRS (TYP.) D _�I�III� IIIta ►� I I I I, �,I I -"r o (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 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH II III-III-TII-' - TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: , *FOR BEARING WALL W/ UPLIFT ONLY 8"W'x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL CV 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 T 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° ° GRADE 00 1 FEEI I 1=1_ — — ,° —1�1—ICI I11' 'lll 7 -(1) #5 REBAR w/ OPT. IEE 11 I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE K'T SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" 9 O.H.D. RECESS (IIII II I . •a; • . 'd . — li I 11=1 I d . :4 1I I _ SEE A/S3 OR J/S6-J _11-1 l III FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 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 USP SPT24 CONNECTOR 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/ T`x3/16" PLATE WASHER (TYP.) ELEV. Y-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"AY WEDGE ANCHOR A.F.F. @ 24" O.C.) 211 z �31/2" MIN. ELEV-0'-31/2" 00 TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH W/ 2-16d TOE NAILS @ EACH END 5 „ „ (U.N.O.) (OR / GYP. TYPE X„ @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR ,6 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH �31/2" MIN. 1/2"(min.)- 4" _ 00 `3 1/2"(min.)- 4" U_I-III I -I I I 111=11 I- -I I I —I I —III' '-1 I I llt I I W I I —III —III I I DTI I ''- (2) #5 CONT. „1111 11 1, ;1'LI IIII 11L ' 4 1-4 8 U.N.O. MIN. TYPICAL BEARING WALL an STEP (a SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" v_.__GTk ens' �\E�S�cU -2x STUDS @ 16" O/C , I,SULATION 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 CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 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 —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH _ II III —II "(min.) - 4" =11 WI 1 �� Ir �I I W I I TI=J 11= 11=1 I I I II I ' 11= F-1 I-1 I I —I I f=1 ICI (2) #5 CONT. 4"III-Ii� �s,l 1 1 I �8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR SCALE: 3/4"=1'-0" 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE PER MANUF. #3 OR #4 REINFORCING BAR ' ° p . -� I I —I I I—IIIb=l _ D N D ° ' ° _ '- D z_ GRADE 60 GRADE 40 MIN. F = 40ksi #3 & #4 LAP SPLICE y [GRADE 60 MIN. Fy= 60ksi] � a co p. FINISH 25" MIN. LAP [30" MIN. LAP] 1= —� III I —I I I 6 MIL VAPOR BARRIER =1 I I ° ° I I=1=I I I = -' LIj " I I I-1 I le 111=1 1=1 I_, r #5 REINFORCING BAR R 1 7/8 ' I I I II I • . I i I IIJI I II I I1 I II I II I r #5 LAP SPLICE COMP. SOIL. (COMPACTED TO IIII ° a . - •� I IIII=I� I=II ��I1 95% MODIFIED PROCTOR ASTM �- I I=�=1I t" 11=1 I 1=1 11=T D1557) III „IIII�IIIhIIII�IIlr. E 1r=-I —1 111 411 V-411 TYPICAL EXTERIOR FRAME WALL FOOTING 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 1 I1 a CONT. BEAD SEALANT ° < 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 44 60 a E- _ _ _ �' 1=1 11= 1 I 1=I M BARRIER =1 I I I11 1I1III111 11 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE Zz-�1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 WWF OR FIBERMESH r, ° K S3 V 36" MIN. LAP [36" MIN. LAP] 10.1 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /- TOP OF BEAM w 2x4 P.T. PLATE E 7/161, O.S.B. COLUMN LOCATION 0'-0" FIN. FLR.j4 (2) #5 CONT. =1 I I .E ON 3" CHAIRS[ Li 8,1 11 -Y A1, (TYP.) CC S3 (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"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 C„ WWF OR FIBERMESH r ° --- -T LI I-1 I— �o I TI I_I I [_I I I_' r 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES = 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH t . FOR TRUSS CONNECTION INFO ��;; ° & LAYOUT DESIGN- ° SEE ROOF PLAN - - -° ' ° a °00 - FOR STRUCTURALLI-r11111, ;IIII BEAM SIZE & iv - I (— CONNECTION INFO M 1= I I ° I I11 III I I III — ICI. ' 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -I I I I W I rl IT I i' MIN 7/16" O.S.B. SHEATHING -'� 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > J SLAB INFORMATION. :` w U SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" S3 -SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS . • R1 .11 11 ill MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. CONT. FOOTING STEEL `Q' Cl) 00 GRADE- 4 ° w =_III=III °• 1==1I1=III Z w I=1—I III —III —III —Ili w 0 LU 0 `� = II II I1 a• 11111-1111 =III=III - Z z U_a —_ M�� —1 =I1===II EIIEI-111=III _FOOTING � Il.;llll�iillllillll� IIII ,,11-III-III BEYOND PAD REINFORCEMENT 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 zo — O z Q z (/) Q) cn 4-J W M Cp U — W O CLI y � �= '' r- m ti U W 04 Q co co C t6 CM H E — 8 2 :S N 0.2 all cii o L_U-- a) Qy Y 7 -00 V% Q O o <Crn rn n d rn<o A� B ® N-C�B�D�C t CN Co r �JE o � �+'�U'la_\ LL "'A W ��rtIQ91m�1� � o ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition QG14) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z No O (v N II +Ln _' O I/-+ M O M Q - Ln 'I z a. cn ,_ (n 0 N NILn F¢- s]. ^ V 0000 Q z LU J � Oz 10 W� za �a U) U¢O� z o U z W Q Uj UZ Who J Fo L _j Q z o zz > � 5 N z 0 o _ z -a{ W U a a W � Jj xr a 1 ¢o �8U O a Oama. rV UL_ Z¢Qa W 0 J Ce Q Q O O . . z z ,�1 �D�2 Q z U �¢� �— d- go z a� CID¢in o z g w �o w TI X SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 200 SHEET NO. 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