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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES INS 5/8" OR 1/2" HIGHS 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 - @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 FITS 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 & ._ (1) LAYER TYPE II (#30) @ 6" MAX FROM END OF 2 x PLATE E UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II Li (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR -I I =I =III I m . ° I I— I I —I I — — o LESS. Tff �TI1T�Tf1=r ymmir—TI=1Tf-1T PRE ENGINEERED WOOD =T ,I 1 =I _= -_ TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @EACHIFIT, TRUSS (SEE UPLIFT SCHED.) W/ g11 METAL PL. UNDER EA. TRUSS XMOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF //77/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N 0 2x SUB FASCIA 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. EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 RO IN 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/ GARAGE W/A HABITABLE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2 S-16d TOE NAILS @ EACH END ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW USP SPT24 TOP PLATE CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 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/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°016" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24"F1v x P.T. BOTTOM PLATE ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR 2x6W1.4xW1.4 @24"O.C.) 211 x6W1.4xW1.4 A.F.F. @ 24" O.C.) WWF OR FIBERMESH WWF OR FIBERMESH z �31/2" MIN. �31/2" MIN. -0' _ELEV. -31/2" �- A.F.F. Illrl I I ° • —I I I II = 1/2"(min.-4" b T1' : 3- 4,. 5N 3m4" II�II jr- (2) #5 CON l-11 I�II,I�I_„I�11 411 V-4 8 ,1 U.N.O. MIN. TYPICAL BEARING BEARING WALL@STEP@SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" GOr'' PE�� Ec� �\�os e�s� \ J 1CIO 31( min.) . 4°_I 11=1 —III it I LI- I I I �I I I I 11=1 I' (2) #5 CONT. I I 1411I U.N.O. MIN. � TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 8 "x8"X16" KNOCK -OUT EXTERIOR WALL .. 8" CMU O WS OF 2x BLOCK G @ THIRD POINTS 2x STUDS @ 16" O/C j 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 - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT x J 5" " " BOLT 10 /8"° @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR � (IF NO UPLIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 2x P.T. PLATE TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR 6 1/4" 31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD SPACE ANCHOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 ( ) x 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] 3500#, MIN. TENSION 2600#) -E *USP SPT22 TYP. SPACED EVENLY #5 REINFORCING J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH N 2x P.T. PLATE EEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH Cl? ARCHITECTURAL c PER MANUF. n D. . FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE % d ' ' z #3 $ #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _j _ _ ° .p 00 M [GRADE 60 MIN, Fy= 60ksij —III—III—I I 0° . p u. I I —I I —ly _9 (1) #5 VERT. IN FILL MONO OR STEMWALL z Cl) - - : p. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a ��I I —I I I III I I fl1= I I- 1/2"GYPSUMWALLBOARD ° g II- o • • f�I' U.N.O. CELLS (SEE FOOTING MONO SHOWN p °D o -' I I- - - - - = W FOUNDATION PLAN FOR CLARITY D _ _ o0 6 MIL VAPOR BARRIER i TI I p ° I— — 0O R 1 7/8" `� FOR LOCATIONS) ,I • ��I I #5 REINFORCING BAR -I N1x4 P.T. BASE NAILER z �r M #5 LAP SPLICE (2) #5 CONT. III —III —III III III II 3 1/4" BASEBOARD PORT AT EACH NOTE: g 111-III— I I —I I I -I I = - N COMP. SOIL. (COMPACTED TO FOR BEARING WALL -i r _ FILLED CELL TYPICAL =III=III=III=III= I - MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ _ _ _ _ _ _ - ___= 95% MODIFIED PROCTOR ASTM T� A 11= c� AT GARAGE CONTRACTOR = 1= =III=) =III= = =III= =III= =1 I =III= -1 ' D1557) M� MEN. MIN PSI MAY VARY PER III -III —I =1 =1 1=III—I =1 i-III-III-1 I-III=1 =III= 411 'Tr V-4" —`— MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE - L-1 =III -III— =III=III=III III= t CONCRETE SLAB W/6X6 d NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION W1.4XW1.4 WWF OR D TYPICAL EXTERIOR FRAME WALL FOOTING - "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" C BELOW GRADE �, SLAB INFORMATION. 1 Z 00 6x6W1.4xW1.4 ° °O 31/2" WWF OR FIBERMESH 6 MIL VAPOR 1 I =1 I - - z min.) 4" BARRIER P, p 4 I a ". • • 1= �, ° a GRADE COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR Tl . ASTM D1557) (2) #5 REBAR CONT. ON 3" CHAIRS TYP. J 3" MIN. CLR. 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5)/" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 1411 O.H.D. RECESS z 1�II�IIIIT I 4" 11. OP �'1 III �.a' •, : ' 111=1 SEE A/S3 OR J/S6 -I I I I I II;,I I I j 111 j111= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 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. 00 — — — • _ �REBAR w/ OPT. 11= I =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r�L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1 a31 O.H.D. RECESS NC P �! M TI—I I e'• ...• a L=I�I ct I I-1 1:4,I�I SEE A/S3 OR J/S6 _ILI I I II I I I,,,J FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. N ' co 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 0 � 11 a CONT. BEAD SEALANT —¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. GARAGE CONCRETE NAILS W 1 1/2' GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 r ' WWF OR FIBERMESH 00 M M 6 MIL VAPOR I!'�I BARRIER = IIII IIII III IIII, II' 1. 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 ON 3" CHAIRS �,1 �111 11-111 36" MIN. LAP [36" MIN. LAP] 101, 811 11�11 $11 (TYP.) #6 REINFORCING BAR #5 STD. 90 H0OK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 13 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH i; ._ M E 10d NAILS TO TRUSS TOP CHORD FOR TRUSS T 24" O.C. MAX. CONNECTION INFO "' SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN o ° . v - . - - IIf E:, SEE ROOF PLAN F R A - o a ITITT�=�� _ °. . 0 STRUCTURAL N 1 BEAM SIZE & d a zxaP.T. CONNECTION INFO co1 I I11I PLATE o.s.e. =1 IFlffi�,I1 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 811 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. COLUMN LOCATION o ATTACHED PER NAILING OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w SLAB INFORMATION. w o SLAB STEP & RECESS S.G.D. M SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, M SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER FLR./Ik COMMUNITY SPECS MASONRY WALL AND — PAD FOOTING 8" MASONRY WALL I EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' M 00GRADE- - a _ _ a c� LU I C I —I I I 4°•° �—ICI—ICI—I C I Z W= I —III —I —I 1=1 I —III —III W �= I I II� =I I1 =• 1 11=�1 1=�1 �1=�1 Ia• I I =I �1 1=I I=0 aoQ I I ij III, co III III=1 — I —III— —I I— 1 FOOTING LU JII�IIIII�IIIII�II III ,II-III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL Z N SCALE: N.T.S. �,13_ M O — O z O z Q J i2 z O (D Q) 4--Jcn w •V — 0 w 0 � m � 0 = to 0 0 U w 0M M C W M — U O O O U� sLL00 00 �Y (0,)Qo to Oer Q0ICL rnQo A ' N. C�B.D.0 �yse. . sP .P 51o �a , LN ) � VV 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 (2014) 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 N 0�r� �>-+V)in0 M QL�Ln a cn •,_ � H-an) U_ 0_ i� U (D'-' Z 3i E W W d' 0 z w 0 i 1L Z t+ W m Z z 0. P z Q OU zrzbx< w�z gp a L L J W J M 0. ULO 0=05wo O ~aoz z LU LLI �3J O Ln (V (V Litt W<°� <Z VYCC W o O O �[ Z W Waoo5Z LU Q V' J 5C 8 �qq F H W JS¢�xQU u_2>9~0n� T� w W O Lj_ Z :3 z ��2z DC 0 0 < LLJ < CL I— O M Q Z .. > O g Z J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-5171 SHEET NO. S3 (MONO)