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1 :J'6_L-111_f 1 11 1 I I 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS -\ 2� INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10--0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 112" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE., 1 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & . ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO a _ BE IN ACCORDANCE w/ ASTM D D o I=1 I I -I 11=111. I ° D7158-CLASS G or H, or ASTM I=1 1-1 I -I 11=L ; • 1 �11 �I 1 �11 �I 1 D3161-CLASS F, IN ' 1=11 ,1 1 III-1 ° 12 ACCORDANCE w/ TABLE Z(TYP.) R905.2.6.1 FLORIDA BUILDING VARIES CODE 7TH EDITION (2020) -11 II 1� I I ILI I II I 11go RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G FI FV_ VARIFSAJAI�\ SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 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 STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS 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 'IS" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH Z FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4MA WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v 00 � 6 MIL VAPOR D D r I z BARRIER ; p 1 u COMP. SOIL. I ° (COMPACTED TO 95% tEffIT_IIT_I MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE 4"V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS � z kN Cn N _ 411 .. 60 ;. 1 SEE A/S3 OR J/S6 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. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M �10 s 1p, N U LOAD BEARING OR N INSULATION PER FBC AND ENERGY co 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY APPLICATION NOTE: 1 "x P.T. STUD �° 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 � 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/1611 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT �° 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/81, x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS 3500#, MIN. TENSION 2600#) SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ^ *SIMPSON SP1 #5 REINFORCING w/ 10 10d NAILS - FIBERMESH BAR ( ) c.1 1 WEEP SCREED INSTALLED � BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c _ 2x P.T. PLATE .. W END OF 2 x PLATE WWF OR FIBERMESH T E TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR � D ! ' GRADE cV D D' _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi a e . Z Cl)- o FINISH GRADE oo 25" MIN. LAP 30"MIN. LAP][GRADE 60 MIN. Fy= 60ksi] a o MONO OR STEMWALL _ AJ I g TTI� f�I�- I -IT� j FOOTING MONO SHOWN - - I_ _ - =IT� 00 6 MIL VAPOR BARRIER — I D ° I EMT — 1 �. 0O LU FOR CLARITY °. r — IT #5 REINFORCING BAR R 1 7/8' I I =1T►=1 I I-ITI- � Z -I, • �T #5 LAP SPLICE NOTE: I —III— 1 36" MIN. LAP [36" MIN. LAP] ON 3° CHAIRS 'FOR BEARING WALL - r COMP. SOIL. (COMPACTED TO _D °TIT W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM =TYP.) 8" D1557) #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BE ARING FARING FRAME WALL TO C.M.U. WALL CONNECTION rD � TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT 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 V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (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. 112" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W! IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS ' 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 2" WWF 6 W1.4 x W1.4 ATTACHMENTS 2" WWF x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 12 z �31/2" MIN. 1 �31/2" MIN. A.F.F. p P ° '�. ° N - D ° .. ° I� 1/2"(min.)- 4" P ° _ �(_ 1/2"(min.)- 411 00 _ _ _ r lr 00 _ _ _ 31/2"(min.)-4" _) ° • III- 31/2"(min.)-4" T L - T _ - I -1 I �— 7T— I (2) #5 CONT. 4 -I I � I - 1.4"8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE:3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 — — — — I — • —I 1—I I —I I —I I —I REBAR w/ OPT. ' 1=1 I III -I 11= I I- 11=111= .1 -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOIBLOCK WALL BEYOND NT 13 O.H.D. RECESS E CV ' M CV a' .. • . . .?:� • a.. M .. ..I-�T� - -I 4"00 'II -II 1 �IIHI .•'•.�•'; . Ilih SEE A/S3 OR J/S6 -I� II 111�i1� , 11,111�1- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-01, CONT. BEAD SEALANT ¢ INTERIOR ° ° -31 /2"-1 e . �.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB n � -- ='Cl) 6 MIL VAPOR BARRIER .-I � ' I I— I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. ecs' G SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" 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 FOR TRUSS M AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR " & LAYOUT DESIGN TOP OF BEAM 4V — _ ° "' SEE ROOF PLAN FOR STRUCTURAL1= - _ — — (2) HTS20 BEAM SIZE & N CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ �' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ` _ 8 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 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 TO FOUNDATION PAD � :� INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. i`I ON FLOOR PLAN w SIZE VARIES PER PLAN r M CONT. BEAD SEALANT a w w/ MIN. (2) #5 VERTICALS = z 009 GRADE ? -.1 FILLED SOLID (SEE PLAN FOR -' _ 6 x 6 W1.4 x W1.4 is SIZE AND REINFORCEMENT) (D � • T WWF OR FIBERMESH r, U I w o F. v BRICK PAVERS or SLAB PER 0 im _ • • • • - z a - 0'-0" FIN. FLR./-hk COMMUNITY SPECS " •• �� • D PAD REINFORCEMEN • • (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE 1 • 'A•COLUMN O +. 0 I- CD /l'/ N m O "— N L ..- M (z) M z .U)�- cn E - 1 .S < •..: T . _ z C) LU •xl.iii,iiltI:�n Pfi� t'v 1 c r. C,4 J r� _ T� LU " To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W ap 0 v E 00 M co at O er�p. N N m 00 '� W j fN iR Q C') q u_ ° he �LL� aW W Z 011 O O L W W W 5 m m �� � `00 Z a K N M z Y �% O Z pLL U W ❑00 z N rr z 8 z a a n N z cry o W � U 0 IN w C N -i U �-- _ E I • 0 U 0 U) o N I� o C �w M M m ¢ p Z Z J LL Q E E ° z o oo wz g > o _0 oa Z F— O E x� a o n0 U 0z az ww Nro¢o Qo w� rp � C:�a z m 0 10. z zZ N <m o< 5� W ,Z LLa �� oLL � w � O w w } O co ozla a 3 O � � 'L O a; CC CC Q0 Cr (� L.L 1' ^ o CO N O CO N LO r Q�- ai T N N o Z z E N y c a E 0 � 'a o � JOB NO: 22-02373 SCALE : AS NOTED SHEET NO. S3 (MONO)