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FOR UNDERLAYMENT REQUIREMENTS SEE R905. I - 1 12 (TYP.) VARIES rV8"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-J 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. -5 8-1 ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2' GYP. WB (MIN.) @ GARAGE SIDE IF ;2! APPLICABLE. 1/4" DIA. X 3 1/4"TAPCONS @ 24' O/C & d @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE 11 (#30) kz) ffa %.,UN I - UI a - 6 x 6 W1.4 x WIA UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 (2) LAYERS TYPE I OR TYPE 11 1 (#15 OR #30) UNDERLAYMENT A FOR ROOF PITCH 4:12 OR LESS. X___�PRE ENGINEERED WOOD TRUSS @ 24' O.C. U.N.O. HURRICANE ANCHOR @ EACH 8" TRUSS (SEE UPLIFT SCHED.) W/ Sr METAL PL, UNDER EA. TRUSS /--"--MOISTURE BARRIER TYPICAL INTERIOR BEARING -SHINGLE ROOF //,��7/16" 0 * B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0"` SN1 FOR ADDITIONAL SLAB ELEV. VARIE INFORMATION. ALUMINUM DRIP A E III L DGE UMINUM FASCIA 9Y-QHR;:AQr'IA 8"x8"x`16" NOMINAL BLOCK WITH 3/8"MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 314"=V-0" 1/2"OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4"O/C SEE SOFFIT /-2NAx S.P.F. S S 16"O.C. BOUNDARIES, 6' O/C EDGES, AND 12' O/C FIELD. SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 131 nrIvikif, 5/8"OR 1/2"HIGH STRENGTH BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %" GYP. TYPE"X`@ W/ 2-16d TOE NAILS @ EACH END 5/8"OR 1/2w HIGH STRENGTH GARAGE W/A HABITABLE ROOM (U.N.O.) (OR Ys' GYP. TYPE W @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE USP SPT24 TOP PLATE CONNECTOR S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. USP SPT24 1/2"CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REO'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-15". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4- O.C. @ BOUNDARIES, 6' O.C. @ NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12' O.C. @ FIELD Q1 AP1 121 nrV 00 00'r1)13,1^K1KI0frf%Q TRUSS BOTTOM CHORD OR 2A 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. < V-6n. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-6". -_INSULATION PER CHART ON FLOOR PLAN 5/8"* x 10" "J" BOLT @ 24" O.C. W/ WHO x 10" RI BOLT @ 24" O.C. W/ 2"*x3/16" PLATE WASHER i(TYP.) 2"x3/16- PLATE WASHER (TYP.) v ELEV. 01-0" (ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2"TITEN HD @ 24" 2x P.T. BOTTOM PLATE I R 6 OL O.C. OR 518"xlO'WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"xl O'WEDGE ANCHO t F� x 6 W1.4 x W1.4 A.F.F. @ 24"O.C.) 2" WWF OR FIBERMESH @ 24' O.C.) 211 WWF OR FIBERMESH 3 "MIN. 31/2"MIN. ELEV. -0' 3 1/2" A.F.F. o� U_ 1/2"(min.) 1/2*(min)- 4" C14 co A 0* rk3 1/2'(�min.).-4�� (2) #5 CONT. 8. 4* 1140 E_j U.N.O. MIN. TYPICAL BEARING WALL @ STEP fic"y" SHEARWALL rc "SHEAR WALV SCALE: 3/4"=V-0" � S3 -Cpw A .10 EXTERIOR WALL 8"C.M.U. lfq nvvvo vr-&A THIRD POINTS -2x STUDS @ 16" O/C 2' 8"x8"X16"KNOCK-OUT 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN L BLOCK W/ 1#5 CONT. FILLED SOLID WIGROUT #5 VERT. IN FILLED CELL I 7/8"STUCCO FINISH PER ASTMI C. 926 APPLY 3 ` "TH' SEE CC/S3 OR :3/16' S A L A' E OT L 7/8" OVER G/S3 FOR ANCHOR K 5/8"* x 1 0""J" BOLT @ 24' O/C W/ 2"X 3/16' M E L S M ETA LA H, FIR T 2 LAYERS 3/8' THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FlOOK DETAIL -8"C.M.U. TYPICAL BOLT INFO. 5/8-41, 7 BOLTS BOLT PLATE WASHER TYPICAL L 3RD AYETR THICK /8" K.O. BLOCK rYPE"S" MORTAR (IF NO UP LIFT ON 3 WALL SEE GG/S3) ------ @ 24' O.C. VERT. OR 5/8"x6"EPDXY BOLTOR 9 11A"-'1-l1AN'rAl3f1r%KlQ MIN. 2500 PSI CONCRETE SLAB W/ /-USP SPT22 @ EA. STUD FINISH 1x2 PTWD FURRING @2!4'0.C.-/, 1/2"GYPSUM WALLBOARD #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4�'x4w INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB m AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND Wl.4XW1.4 WWF OR DECO FINISH 4"to 6" "FIBERMESH" BELOW GRADE Al. ;0 6 MIL VAPOR BARRIER COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3' MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1-4- STD. 90 HOOK (SEE .4-1 U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4"= V-0" '\_, �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB--\ *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY k 1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR /-LA r. 1. rLA I t: 20' MIN. LAP 12,P MIN. LAP] #5 REINFORCING 2x P.T. PLATE FIBERMESH I EEP SCREED INSTALLED BAR ------- ASSUMED FINISHED e E PER MANUF. N'�'-#3 OR #4 REINFORCING BAR �GRADE a- !Z!! z FINISH GRADE tO GRADE 40 MIN. Fr 40ksi #3 & #4 LAP SPLICE [GRADE 60 MIN. Fr- 60ksq; 25" MIN. LAP [30' MIN. LAP] 72� 6 MIL VAPOR BARRIER 7)� #5 REINFORCING BAR 90 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2"x PLATE co W W W z #51 AP SPLICE (2) #5 CONT�- 0 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM =:I I El I D1557) 4% 111 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"_17' �,S3_,) SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=l'- SLAB INFORMATION SLAB INFORMATION. 6 x 6 WIA x W1.4 31/2" WWF OR FIBERMESH rn.) 1%, L 4. 'a v . ... ... ... .... .. Lim IVA Z41:30 --jLT71!0J:A 0 MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" � S3 - ,� BLOCK WALL BEYOND EXPANSION JOINT I 'I--- BLOCK WALL BEYOND 14" 13" .9 O.H.D. RECESS O.H.D. RECESS _E 'T z . .7 4" go 4 4" SEEAIS30RJ/S6-'- FOR REINF. INFO. L,3' MIN. CLEARANCE V 4' (1 STORI ) / l'-r (1 STORY w/ DEPRESSED SLAB OPT.) 118' (2 STORI) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1\�, �3 ADDITIONAL INFORMATION. SEEA/S3ORJI` -11.rMLL��Jg FOR REINF. INFO. 3" MIN. CLEARANCE V-4- (1 STC RY) V-8- (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 1/2"GYP. BD. P.T. 2x HOLD GYP. BD. 1/2"FROM SLAB 01-0. 0. CONT. BEAD SEALk INTERIOR 4. -3 1/2" K 714 CONCRETE NAILS W 11/2 EMBEDMENT @ 12- O.C. PLATE TO C NCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E 1=_1 1 1=TI rf co) 6 MIL VAPOR BARRIER 2X STUDS @ 24' O.C. U.N.O. GARAGE 1/2"GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. ON FLOOR PLAN CONT. BEAD SEALANT E;r 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH -4 _j I 14-14- INTERIOR WALL SLAB STEP NON-BRG K SCALE: 3/4"=V-0" ��S 3 SCALE: 3/4"=T-0" � S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 15 8'-6'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-13". -1/2"GYP. W13 (MIN.) @ GARAGE SIDE IF APPLICABLE. -5/8� EXPANSION BOLT @24 " O.C. W/ 7' EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) d 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A 36- MIN. LAP [W MIN. LAP] ON 3"CHAIRS 8" 114" 8" xx/xxxz (TYP-) '----#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. 1\ �3 SCALE: 3/4"`=1'-0" � �3 VARIES EE PLAN 11/2" 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 10d NAILS TO TRUSS TOP CHORD FORTRUSS AT 24"O.C. MAX. x x x CONNECTION INFO A 4 SEE PLAN FOR x JA & LAYOUT DESIGN TOP OF BEAM IV SEE ROOF PLAN ;0 A A . A 4 n Vl I VrV%L BEAM SIZE & C-4 9 Z-2MP.T. CONNECTION INFO A .04 kTE 1(r 9 O.S.B. 2X4 #2 SYP P.T. FRAMING W/ SEE A/S3/J/S6 MIN 7/16"O.S.B. SHEATHING -ign-plea COW WGAW z ATTACHED PER NAILING FOR REINF. INFO. co 0 Uj SCHEDULE OPTION #1 < SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. in Uj SLAB STEP & RECESS (a) S.G.D. rM SEE FLOOR PLAN FOR 0'rDHf1'r"0A1 nf%i 11RAKI 0170 SCALE: 3/4"`=1'-0" � S3 0-I FIN. FLR.jk tt fv) & 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 Its] kyj 10 19 MAI IT, I I k1k MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD �E!6 CONT. FOOTING STEEL:�, ;0 GRADE 4 4.. 4 Uj Lij 12' LU 0 W W I IEI I F z 00 _�E 4 il�,ELl FF, 2� U_ 0 PLINn] co I Ed I 1=1 1=1 I=-- =1 I M=1 15 F' OOTIN IHE -'4' G 0 REYOND PAD REINFORCEMENT-) 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. �3_ a (D !� z Z z < z 0 V) 0 a) C-n 4--j LU 0 Lij U411 0� 9 9 cr) 90 U4) Fn OF W 20 M- :2 c" 0.2 C, :S LL 00 = -00 0 (1) X < 0 17) CL 0 a a < 0 D. CN U_ 0 0 11L CC_ -ir W < 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 Sth 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. C) C:) z 0 %0 > a rn p Ltj M Ln z a) Ln LL 00 z z E z LU W F_ U) U-1, z uj LU _j Lu co L0 Z ?� 8 z 0 -a 14 Lr) Z 0 0 z 0 98 .0, UL 1 pfi Z Z LU r*4 r*4 Ln 0 cc =1�2 Z.- _j V-4 Lij X .0z 2P ro to z u, 8 M Z M 0 r�l :5 LLI z Lu r_1 SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION NO 10 SHEET NO. S3 (MONO)