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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 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 17 O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1x2 PT WD FURRING @ 24" O.C.--/ 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) CHAIRS (TYP.) UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS °. TYPE I OR TYPE II (#15 OR #30) ° I—III=III—I In D UNDERLAYMENT FOR ROOF I�-111�1 II PITCH 4:<-12. I- I =I I El PRE ENGINEERED WOOD ' I-1 I l_, I w II I I I —I ° "I TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH -1 II 1 ill I1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-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 E 6x6W1.4xW1.4 WWF OR FIBERMESH P7 ° ° — I I —III —III II 11I—III //-TRUSS (SEE UPLIFT SCHED.) W/ 81, - —"' 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. SEE TYP. WALL SECTION SN1 ELEV. VARIES FOR ADDITIONAL SLAB — — INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA %12'N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR ---- G/S3 FOR ANCHOR \ 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *USP SPT22 TYP. ARCHITECTURAL FINISH SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7116" 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 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 a@ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" MIN. ELEV. 4-3 1/2" o �31/2" A.F.F. �. p D TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END s „ „ (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. < 8'-1 (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"°0/16" 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. - 4" U 1-7.. 1111 =1 I [ LLI=1 I r 1 /2"(min.)- 4" —1 I '=1 I I I I-1 11=11 I —III J.=1 I I I I'" (2) #5 CONT.� 1 .. I I II II I I ,111=„I I ,; ll I 4 1-4- U.N.O. MIN. TYPICAL BEARING WALL na STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" c 00 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C ��'' THIRD POINTS ULATION PER CHART ON FLOOR PLAN 1"x P.T. STUD #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8"THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� 2x P.T. PLATE ASSUMED FINISHED `- E PER MANUF. #3 OR #4 REINFORCING BAR GRADE D ' °' z #3 & #4 LAP SPLICE GRADE40MIN. Fy=40ksi , FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] (1) #5 VERT. IN FILL MONO OR STEMWALL ? a ° 25 MIN. LAP [30 MIN. LAP] 1/2" GYPSUM WALLBOARD — I I U.N.O. CELLS (SEE FOOTING MONO SHOWN D p °D o D FOUNDATION PLAN FOR CLARITY ° 00 6 MIL VAPOR BARRIER -III D ° I I -I I-�-I I -_ - FOR LOCATIONS) ° o P =III=III=III=III=III=I I I i I I °' 11=�I z T #5 REINFORCING BAR R 1 7/8' —� _ _ _ _ _ 1x4 P.T. BASE NAILER ° ° III=III=III=III=III=III= ? I ° I I I III --, W II I I� CN T' #5 I AP SPI ICF 11 4"x4" INSPECTION NOTE: V. ° DI' ° p _ _—_ —_—_ - - I I I I ..• I II I IllI II =III=III=III=III=III=1I � III 31/4 BASEBOARD PORT AT EACH *FOR BEARING WALL g III -III -III -III -III= N COMP. SOIL. (COMPACTED TO ° FILLED CELL TYPICAL - — — — — T 95%MODIFIED PROCTOR ASTMI- W/ UPLIFT ONLY _ — — — i MIN. 2500 PSI CONC. SLAB — — — — — — — _ _ 1 I I I I III=III=1I— c� AT GARAGE CONTRACTOR III �— �— (—III— --III— ===== �= � D1557) MIN PSI MAY VARY PER Cf. TO CUT BLOCK OR POUR -III, 4" 1'-4" MUNICIPALITY. CURB DUE TO SLOPEIII- CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1A WWF OR = "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. IN - Z D 6 MIL VAPOR BARRIER , 4 COMP. SOIL. D III- `V (COMPACTED TO 95% I I 1 1 1 1 IL I I II I I MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT.--/3" MIN. CLR. ON 3" CHAIRS TYP. 4" 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 14 O.H.D. RECESS ;T z " 411' - e. 00 T .�.a.. •, .. I I I I II SEE A/S3 OR J/S6--- -I I IT I I I -111 II 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. EXPANSION JOINT SEE A/S3 0R J/S6J FOR REINF. INFO. 3" MIN. CLEARANCE 11-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=T-0" BLOCK WALL BEYOND O.H.D. RECESS 60 II_ r SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� oil J CONT. BEAD SEALA� -- INTERIOR -3 1/2" C a a .g a . r CONCRETE NAILS W 1 1/2' t'' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ;t 1- M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 r ' M WWF OR FIBERMESH d d a K S3 3 1/2" MIN. �I 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° a v GRADE 00 - - - - - _ - - - - -(1) #5 REBAR w/ OPT. ' I -I 11=1 11=1 11= I I- I I -III- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 00 VARIES 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH N_ I t•M SEE A/S3/J/S6 -` FOR REINF. INFO. J OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS na S.G.D. M SCALE:3/4"=V-0" \, S3 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. > V-6". INSULATION PER CHART ON FLOOR PLAN —{USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH (2) #5 CONT. 1 4"-t i �'�i i1.4"1 1-1 1 111 1 U.N.O. MIN. l TYPICAL BEARING WALL @ STEP SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR J BOLTS 6" MAX FROM w END OF 2" x PLATE w CL a. Uj LU I —III —I I —I g ' 1=111=L I I —I � • 1/2"(min.)- 4" (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#) G E 6x6W1.4xW1.4 WWF OR FIBERMESH T ° D. . I I —I I r III III —III —II T r (2) #5 CONT. =I I=1 11=1 I I, , , I 1-J I, , 11= ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' Cl)00 GRADE_ -_—_— Ill —I � I —III ' d °' I—III—III—III—i Z w12- 1=1_I I —III —III w owWlw III= � . •. = = - Z • •a� III I III I1=1 =II1=1 I- = = - FOOTING J III III - III -III -III E I I11-111-III_ 0 II,, �111�11TI�I�j11�1 ,�1 III III BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CD f Z M O O — O Z N Z QQ Q O J !Z z �U — 0 W E o ^^ l � (an v in OM O LU �— E O7 (0 M M-0m N — r; O C) C) U- CO " °°i 0 CL O O Y <L °q> Lo d' rnQ o A' B D. N C B D C 'WX r �coc" g_ CV 14") Zi; 0 o ss�� : O LIL ` Alm� 0 s� it a pp % � .� To the best of the Enginj'u err)ation, 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 ON Z I-, d ate+ H U-)rn O Q a V .L r-1 Q 11- aC U '-' z Q 0000 E z § ry Z WLU J C:) d' J oZ o �o z Qa z¢ w a zoo U Z w i-- W �owz 0, ON w J mow° J aV) Z Z Q }o F Lu 5rx O -� � 4 v / z �o o L > N 0 OF— V Q Lu LUZ LL o z <�0 J. ¢ 0 U i Y m J a a LL Z a¢ a YZQ Q g=o Z N z¢�o. w � w =� 0Zo G Q O¢8 V/ Q Z ¢�z Ztu a Z m = ao ,—I a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S3 (MONO)