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ITIll' 1 i 11 I 111191 Ill ill P 11 1, 1111 _ . _- I i f V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" Q.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP, WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cn PITCH > 4:12 c ° (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT-I-1 I I=III=1 m .. , . o ' FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. i (I 1—I I �I I I D • 'AN - I I=L�I II- �- 1-111-I I I -I I I-_ REQUIREMENTS SEE R905.PRE ENGINEERED WOOD -1I I I I �) ° —� TRUSS @ 24° O.C. U.N.O. 11 I ,I 11= 11=I I I I =1 I =1 I �I I �I I =1 I F_�I ►' 12 f=III-III=11 I i-I HURRICANE ANCHOR @ EACH ZNP') VARIES TRUSS (SEE UPLIFT SCHED.) W! I �F METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSUL ION LE SHINGLE ROOF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR „ GYP. TYPE Ill EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 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 EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'4'. (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 81 SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" INCLUDE THE WALL x 6 W1.4 x W1.4 ATTACHMENTS 2rr 6 x 6 W1.4 x W1.4 ° ° WWF OR FIBERMESH WWF OR FIBERMESH a p �31/2" MIN. - �31/2" MIN. 4 ° ° ° ° ° a ° ° a ELEV. 4-3 1/2"-=— °4 as A.F.F. p °_ ° a a ° ° ° 2x4 CONT. a a I•,_ b ° ' hI I -I I=T 31/2"(min.)- 4" ° 1 1=�=1 I '31/2"(min.)- 4 a ° o D ° -I =III-_l I I ' - - - ' ' - I=I 11-11- 4 16° 4 31/2"(min. - 4" I--1=1 � 1 1 11 I I —III- 31/2"(min.) - 4" =111�I — -1 IGARAGE DEPTH VARIES ° —I I =..l —1 I i J I-1 11=1TH I I I11=1 I I OrIr V- �1ZI— I —8I ' =1I -I 1I IL i I1 II 1 F=1 I -FT;;I=i (2)#5CONT. If 1 (2) #5 CONT. 4„ 1 t I —I ' 11,�61 I —I t I 18 U.N.O. MIN. U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. — 5/8" OR 1/2" HIGH ALUMINUM DRIP GONt`Noo�s�� STRENGTH CEILING EDGE sEoo�� BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs'-\0 GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O.. 2x SUB FASCIA 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. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS, 2x STUDS @ 16" 0/C SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY �coN� U J (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS ` FOR WALL HGT. s 8'-6". (2) ROWS EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /'" NOTE: 2x BLOCKING 8"x8"X16" KNOCK -OUT APPLICATION @ 3rd FITS FOR INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. WALL HGT. > 8'4". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR d; LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" NAILER 5/8"x6" "J" BOLTS BOLT (10) 10d NAILS 8 C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500# MIN. TENSION 2600# _ TYPES MORTAR ) ) (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR E * 2X PT PLATE #5 REINFORCING " SIMPSON SP1 SPACED EVENLY � BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 �I W/ (10) 1Od NAILS - FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r TYP. `�' 2x P.T. PLATE - w ARCHITECTURAL c PER MFR INSTRUCTIONS o P FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ` GRADE _ ;, ' ° Z_ #3 $t 4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a _ m .' D[tGRADE 60 MIN. Fy= 60ksi] =T--I l I -I I z M u FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] D III •.III—�—III=' 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° — — — �. I = — CELLS SEE FOOTING MONO SHOWN o � ' I i— - w I —'III -III I I� ° I I I I-1T_I=I U.N.O. (� _ w ° D °� _ _ °O 6 MIL VAPOR BARRIER —) I I u ° I- (—� —I I — T FOUNDATION PLAN FOR CLARITY ° r R 1 7/$" `�' I [= I =III— I I I=1 T l�-I 11=1 I �, #5 REINFORCING BAR III .III =III-1 I I I I EEI I 1 11- FOR LOCATIONS) p p °=I i I= 11=1 I(=I I=I I =I �T �, z 1 x4 P.T. BASE NAILER ° III -I 1-III=III-III=III= I I P I Tyr=TI�1 Tyr- ,- #5 LAP SPLICE (2) #5 CONT. -I I �, ; ; ,111, 11-111, 4"x4" INSPECTION ° o° =III=1 I I=I I I -I I I -I 11-I II ( • fil I �" -_fI=T „ ON 3 CHAIRS NOTE: g III-III=III-III-III-III - � ° � L1 — I I —I I 36' MIN. LAP [36' MIN. LAP] 8" 1'_4" 8" 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL -III— I _) I=) I=III I I COMP. SOIL. (COMPACTED TO — _ (TYP.) FILLED CELL TYPICAL _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM ' — ��II�--I (1— — 1 —1 101, W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB III=III=1 i 1=III =III=III=III-III-III=1 I-III=III-III=III-III-I I �= D1557 TTf� I I�1II I �IIhI (I' MIN PSI MAY VARY PER AT GARAGE CONTRACTOR =1 I 1-III—Ilia I I=III=III=III=III=L I 1=III=11 I=III=i_III �1 1—i ) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "—i �_-1 I1—III 1 ii III —I I—i I—I-i i—III #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE —"' "i—i' i "' "' CONCRETE SLAB W/6X6 willa NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD"� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" _FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. M `�t =-11— I r ° ` °D I � 6x6W1.4xW1.4 s T I_I o0 31/2" WWF OR FIBERMESH 6 MIL VAPOR o = = _z �- min.) 4" BARRIER04 I I c; p ,� 4 I a a GRADE COMP. SOIL. • • 1 — ° co — — — — — — a • 71117171117— ' (COMPACTED TO 95% — T III-11-1=1 TI I —� i r—tTl 1 _ — — — ` -(1) #5 REBAR w/ OPT. EI I _II MODIFIED PROCTOR _ _ I = _ I II (-SORE �I ENCLOSURE ASTM D1557) R. -"' " -I I_ I I III -III I I -I (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 4 MIN. U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGEL SCALE. 3/4 -1-0 S3 SCALE: 3/4"=1'-0° S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS ---A SEI FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 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. BLOCK WALL BEYOND O.H.D. RECESS z �M BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS E CV ' T M' ICI I R: �I -III-III :. a. .. '4 I Co . �IIh •°�. ,'e° ° . SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' 1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALAN a — INTERIOR -3 1/2" y + ' °` CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB <A n 00 N ' 091 i Cl) 6 MIL VAPOR = — BARRIER1 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)� F WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN coo (2) HTS20 ✓ FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE w 6x6 P.T. #2 SYP J w o w ABU66 U —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"1 TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 zzzi--1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS ---INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT q w/ MIN. (2) #5 VERTICALS K, FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1 A c�1 SIZE AND REINFORCEMENT) WWF OR FIBERMESHA a BRICK PAVERS or PER �--L 0' 0"FIN FLR �COMMUNITYSPECSAB 4., 4„ INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" ��S3 SEE A/S3/J/S6 rTr1i_rr—'_ 8„ 1 FOR REINF. INFO. 1 1 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD E e, CONT. FOOTING STEEL MAT REINFORCING. ' M co GRADE_ — a ° c9 J _III -III a a• 1=1 I III III -I Z F- W I-III=1 =1 11 I 1=1 I FE I w o w cwn o .I 11=I I I_ -1 �-III=111 z 0 0 III-1 ! • ° a -- �I� I �-1-11i-11I-111-111 I I -1 I_II_.GI _ I Ill-111-III-III-I 1 I III -III -III= FOOTING 1-III-III-11I-1 I 1 ,� I =I 1-111 BEYOND PAD REINFORCEMENT " -� 1-1 I 1—i I—' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 -. 7 =a v%itv Y > O� e e s 's� �J i a ;3' 13 \\ . k To the best of the Engineer's 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. � £ � _ 8 O O N c0 op N # Lo C% O co N� 2MCD-0p c0 W LL _3 W iz N 7 u- LL d Alla) U a nw � Z 13 -al 0xo @u�o 0m0 IN M W ca o�m ¢ m �p d O N Q M z J [� N V 0 J z °� ❑oo — M � N O N z o� <c V J M _ M CU �- � Y c6 w a ® Q V) Vv) W c� E 0. N o Elm U m m 0 g I U N p Q 0 ®® �w M z $ o S Z LL Q E E o w �o w� > ¢� Z® N go Qp o< 0a N r0 fu ¢ oz <o W w � in m0 zE Cq 9 W -' m <� Q w �z Z<o Q W � a Nnj CD ¢< o 0Ia a o •� N d' � a� NCIS t, .� I"11 Q C N O CL ^ 1 m C) d. o d7 .� Z N rLO T T O r W � N E '= z Z o E N T `� a v0 ¢ o JOB NO: 20-2746 SCALE : AS NOTED SHEET NO. S3 (MONO)