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- ---- I --- - ' ' I 1 11 11 I 1 1 U 11 11 1 i - I' I I Ill WIN _' Ioil I 1 11 1 I I I I I 1 11 1 1 1 11 w I N t2 m N 0 cnCr a -a J 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. 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 E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM — 9 D7158-CLASS G or H, or ASTMIII r —I I �I I I —III —I o • I E: D3161-CLASS F, IN 12 ACCORDANCE w/ TABLE Z TYP.) R905.2.6.1, FLORIDA BUILDING-11 11I=III J=LI �I I r VARIES CODE 7TH EDITION (2020) I I �� II I� I I] i lI II 11 I I I I II 8 RESIDENTIAL ROOF SHEATHING - SEE INSULArION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KG G — ELEV. VARIESAJL SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 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 "S" 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 FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND WWF OR DECO FINISH 4" to 6" "FIBERMESH"W1.4XW1.4 BELOW GRADE (V ' r ° ° p I Z A 00 o O0 6 MIL VAPOR T BARRIER COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. U 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS SEE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS z M 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I 1 - 2x4 CONT: I 1 GARAGE DEPTH VARIES II GARAGE SLAB AT STEP SCALE: 3/4"=V-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. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8OR 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 %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (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 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 @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT 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"°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 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ELEV.-0'-3 1/2" �z— 31/2" MIN. 3 1/2" MIN. A.F.F. p b ° 1/2"(min.)- 4„ II 31 /2" 4" =L=M �I- 11. —ri r-� Trr— 2 # CONT. � � �4-,rrllT TTT'-�- (2) #5 CONT. 4" '� 1'-4" 8" () 5 CO 4 -4 8 U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 Qcs ��EOS�cJR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR c" LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK LIFTE 24" O.C. VERT. OR WALL SEE GG/S3) W " 6" EPDXY BOLT OR 8x MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD '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 w/ (10) 10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� TYP ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � . � z #3 & #4 LAP SPLICE GRADE 40 MIN. 740ks.lilGRADE MONO OR STEMWALL z _ D- M — a ,, FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [ GRADE 60 MIN. FOOTING MONO SHOWN FOR CLARITY O° 6 MIL VAPOR BARRIER ° ,' - I I— —I — I I— °° - ,- R 1 7/8" —� I ° N Z �J —7 T T �- #5 REINFORCING BAR #.r, I AP :.qPI IrF NOTE: OR BEARING WALL r COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) - 4„ 1,4„ FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 o A. e � GRADE 00 a — _ _ ,Q _ I11 III III l�l—I• -(1) #5 REBAR w/ OPT. —IT IT 1 I I I —I I— 1 -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS Cl) ' f V •'no ... T � �. -I II I y III F III 'III �':.•<':' SEEA/S30RJ/S6--- -I!11j I I,II I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STC RY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN • ' ¢ INTERIOR A. a �f 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 c 00 CV — Cn 6 MIL VAPOR BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM I_ END OF 2" x PLATE LU o U CL rA e. LU 7I—I I II D° Cn I — REBAR DETAILS F SCALE: N.T.S. 13 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN ;? (2) HTS20 17 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE o.s.a. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j a w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE Es LU CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT 7 Q > w/ MIN. (2) #5 VERTICALS E > FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 % Es w SIZE AND REINFORCEMENT) WWF OR FIBERMESHLU Es BRICK PAVERS or SLAB PER ° Al All rrr., rr In � /-COMMUNITY SPECS — _ 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" ��S3 r 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH r, . 1I1-1I1- T (2) #5 CONT. =I I ��I I I I�tU I P_ ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) - F WWF OR FIBERMESH SEE A/S3/J/S6 —` 1 8" FOR REINF. INFO. 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 CONT. FOOTING STEEL MAT REINFORCING. ' 00 � GRADEUj M C7 J • z W = W U ooU'= • • • • zz Cl) FOOTING W v BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CD Q (` O N CIO c.r x C6 'u- 0- P_ L C-, C-\1 v r_ u Q. i -- U, 5 O _ O w 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. L0 H o£ cor Q O M N r# O N J Lo V N O S J LL 0 N it LL W 7 1.O 0 rnn-- -1W a a v Qej rNi � YYn l_i LL nw05 130 0 Z_ r-2o2 o of-- 0: � @Nco tr 0 � COIN IN ��O'� a a co a _Z N cl) K rn O :: p0v�� Z oao W V M � Z N (h og z Q � Q W a N M N z CD o t6 ry � U O W g N ry y �N U w = E . I �0 • U o c Q o IV O, r_ o w Mn M o Z Q E u gp o~ ¢ry z® oa K UO as o o oz a Z N¢o L Q wZ c � O � xo� m i o z C a� J N m < w N a o no aL 3 a nw W mi 3 IJo O w� �o oF VO' zla � 3 ` O o O _ N I..L > c a� rn c� c T' N :3 Q r �� V / LO � N 04 L0 N T Q N T E E � M 00 .. d z ra Z 3 iri CV a U Q 0 _j JOB NO: 22-02375 SCALE : AS NOTED SHEET NO. S3 (MONO)