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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P!t4� P') VARIES V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-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 (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 Lt+ ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT - °' . .. FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD -I I I ° TRUSS @ 24" O.C. U.N.O. _ _ HURRICANE ANCHOR @ EACH - - - TRUSS (SEE UPLIFT SCHED.) W/ g" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL oo FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. 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 CIOTO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE c F00 °Q 6 MIL VAPOR ► z �- BARRIER r 1 D • r COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR II I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 314" =1'-0" S3 OPT: DEPRESS SLAB 5V DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS 17 z M � �• _ .: • . i. 4" o0 � T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. Ina 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR 5/8' GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-61". 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 SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS (SIMILAR , T FOUNDATION ONLY" SIMPSON SP1 w/ 10 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ( ) 2"04/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND IF ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" " x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 a 4 a A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS - 21f WWF OR FIBERMESH 0 �31/2" MIN. _ �31/2" MIN. 4 ° a ELEV. -0-31/2" . a aa aQ ° 4 a • G 2x4 CONT• a ° A.F.F. LL Ga •° I 1/2"(min•)- 4"�° 1/2"(min.)- 4" ° N go _ d ° 31/2"(min. -4" (mn.31/2"4 •• GARAGE DEPTH VARIES a A Q (2) #5 CONT. 4„ 1,-4„ 8„ (2) #5 CONT. 4" 14' 8" U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP C@ SHEARWALL C TYPICAL BEARING WALL a@ STEP rc SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 coN" �00 OS�CJ 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C o 4ex�o s LOAD BEARING OR INSULATION PER FBC AND ENERGY \ �/ �ON�r1 "`�� ry (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /� NOTE: FOR WALL HGT. s V-6". (2) ROWS 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING 3rd PTS FOR WALL HGT. > 8 6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR cam•, LAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3116" °� �� METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON 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 2x P.T. PLATE W/ 7"EMBEDMENT MIN. SHEAR S `SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM 3500# MIN. TENSION 2N. ) E 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS �l 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r TYP. r ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° ' o i GRADE = N _ , t+ . o z #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- =� . ° o• MONO OR STEMWALL ° o n FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a Uj -I p . • - 4 FOOTING MONO SHOWN ° D ° p P _ °O � W W - ° - FOR CLARITY ° _ _-_ 6 MIL VAPOR BARRIER > ° e. °Q .- R 1 7/8" �' - - ° D °� I -I I=I I=III= I=I I=I N z #5 REINFORCING BAR _ o ° P I I=I I I=I I I -I I I -I I=I I I= ? _ - • •• #5 LAP SPLICE (2) #5 CONT. --- - NOTE: * FOR BEARING WALL o ° ° o o=III-I 8 III I=III=III=III=III=III= I=1 I I=1 I I=I I I=I 1 2 -I I (-III-III-I -I I I- & I '- COMP. SOIL. (COMPACTED TO - P A. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 811 1 � �� .. . 811 W/ UPLIFT ONLY _ _ _ _ _ _ _ __ __ _ ____-' ' 95% MODIFIED PROCTOR ASTM - - 10" III=1 I=I I=III=III=I I=III=I I=I I=I I=I I=III=i I l=i I I=I I -III D1557) - =III,; 111 4" 11-4" #6 REINFORCING BAR #5STD. 90HOOK ��1111��IIII�IIIIIII111=III-ill=l�I_I�II�II�II�II�II�II�II�I�I-1 -III-III-III-III =- - - #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF*** WALL W/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 WWF OR FIBERMESH / GRADE �e11=11�11=11�I1-1' IE�11= �� -11=II�IIE�11=11=11=11 • MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13 O.H.D. RECESS N M • 44." .'. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. II S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALAI� - •,1' ' ¢ INTERIOR a. a • -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ ? -E N � CIO MIL VAPOR BARRIER 1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x WII A FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR " CONNECTION INFO ° TOP OF BEAM . " & LAYOUT DESIGN .. • SEE ° OF PLAN ;0c a: ° ° Q a I (2) HTS20 FOR STRUCTURAL„ -r "'Cj BEAM SIZE & °' CONNECTION INFO T " l I - i 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 CDSCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION g J w • s W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS 6 TO FOUNDATION PAD E !. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN SIZE VARIES PER PLAN ICl) CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;� iGRADE -A a ° -� FILLED SOLID (SEE PLAN FOR _ _ _ _ a _IT 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0LU = I I=I I ° °• WWF OR FIBERMESH '- z a W _-I I -I III=III -I - I-) I -I I w I 11=III=III= U a BRICK PAVERS or SLAB PER CDO w p o _ -III=I • • °• _ - - it FIN. FLR. COMMUNITY SPECS "' � I; - ° - = -11 -17 ``' =I IRV� I �-I -1 1111 -I i=1 I=1 I-11 I -III 1=III -I 11=1 I I I I=I I I-1 W I I=1 I I -I 11= DOTING 0 1=III=III=III=III BEYOND ti •r, .•. PAD REINFORCEMENT-)'' -III-III-� I I-' 3 „ MIN. CLEARANCE (SEE SCHEDULE) 4" 4" ' • cowc PAD INFO.FOOTING WIDTH SEE SCHEDULE .....:..... INTERIOR WALL SLAB STEP NON-BRG. rKNTAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" S3 SCALE: TV=1-0 SCALE: N.T.S. S3 `4 r •• 4 q•••�,t�' r 0'., e tjs�� P j i O `i ; ��,�► 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 - Residemial 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to = E map ��pp O O N N >R ci 0 frOj NN c � ib LJL o di 32 u rn N 6- W ai c LL M a R o W o m d M Enrn �a Z IL NaM i W J cQi ❑ O ❑ cF N� z o', z g Q M d N z u- )4W-1 J2- O Ln w 8 . ¢fig 0 cD � M �w Z1 Z W wo Q a o E U fa os �z 2w =® oa VO O x� ar o �U C� z N a? �p <o wz ¢� �o z C0 o 2 LL < W J N �b 8t f� W C K U =k ifl r w zR 126 L � ^1 W � 0o0 ^ 0 am CO O 00 00IT J O N r co00 CN ` c Z z E CD E m m a 0 JOB NO: 20-3569 SCALE : AS NOTED SHEET NO. S3