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2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1U-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & _\2� 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 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO a ° BE IN ACCORDANCE w/ ASTM -III=III=111=1 m 11=1 I I=III=1 11= o D7158-CLASS G or H, or ASTMI I I —III —III D /ruffi I=111=D3161-CLASSF,IN '1—)I�I�I III—� ° — —_I 12 ACCORDANCE w/ TABLE "I -1 �=III=III—III-III=III=I I C-" I I —III —I (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING I =I I II I II I IIJI I II 1T1 II I (=I II II I I I I1 11- CODE 7TH EDITION (2020) 81, 1 _i 11-1 I f 1118,r1i1 RESIDENTIAL ROOF SHEATHING - SEE INSULAF11ON LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3 5/8" OR 1/2" HIGH— ` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND F WF OR WW "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE I, 6 MIL VAPOR ° co BARRIER D a I�Tjj COMP. SOIL. —I I D •I • °=M'- (COMPACTED TO 95% �T1 II MODIFIED PROCTOR I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U U.N.O. O 4„ V-8" (2 STORY) 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--% LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS - TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 2x S.P.F. STUDS @ 16" O.C. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK f Cl) ELEV. 0'-0" OIL A.F.F. Q a ° ° ° 4 ELEV. -0'-31/2" z ° PZ 4 ° 4 7,2x4 CONT. °a ° A.F.F. O LL a ° ° 4 ° ° ° N ° GARAGE DEPTH VARIES ° 4 a a GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE Z \ D p 00 p p o ° D I —III —III —III —III —III � D p ° ° ill—III=1 I —III —III —III- 2� I —I I F1 11=1 11=1 11=111=1 I a ° III —III —III —III III —III N �—IIIr-- I 1=1 11=1 11=1 11=1 11=1 11=1 I I 1 11=1 11=1 11= 1 I —I I I -III_ -III, ,I I II III II, II I I � �I I I, � 111=111-111=T FRAME WALL TO C.M.U. WALL CONNECTION D 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" ° a GRADE °° _—_— —I ----- 1 11 I ' -(1) #5 REBAR w/ OPT. 1111=1TMTi= 11=III i i 1= I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT I BLOCK WALL BEYOND 14' O.H.D. RECESS Z 13 O.H.D. RECESS E d CV M � Cl) a w CV q'; . . .: , . .. � �- � _T •—' I I -1 � —III . ' III —I I � I' d. " I 60 T�7=T� I _ iI��II�I-II l4L ..' �.a. ''• '.A —I �1 I I11 I I I I I °�. II I r T SEE A/S3 OR J/S6 �I I I I I ICI I I I I 1 1T FOR REINF. INFO. 3"MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E Qcs �\�oS�G�PE� 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK, as K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR c� D D #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] D D FINISH GRADE 25" MIN. LAP [30" MIN. LAP] M _ 6 MIL VAPOR BARRIEIR�T� I I I ( p ° 1= I=1 I I= O0 R 1 7/8 N I1 � � I I1�I z T #5 REINFORCING BAR D . I —TI f--Tlf—�111—I ft T 2 PI Irlp COMP. SOIL. (COMPACTED TO _° a _ — 95% MODIFIED PROCTOR ASTM I II I I rI I 11 — I I= 1 1-1 D1557) 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAt 19K—A a INTERIOR 4. d-31-/„� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 4d d ITI-fI1— il�'� N 1T-11T I I— — �� M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE zz�- 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 `WWF OR FIBERMESH ;; K S3 ----#6 REINFORCING BAR #5 STD. 90 HCY0K ,6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. �,13 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /-6 TOP OF BEAM (2) HTS20 — 2x4 P.T. PLATE a 7r16" O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS U-0" FIN. FLR.A IV z w 0 � w J w o w W Cn NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHO:FROM a BOLTS 6" MAXoEND OF 2" x PTE Uj D U J rna. LIJ -T ITI= ' I I IIT_I i ITI_ d' a SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL -r BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS (2) #5 CONT. _7I I ON 3" CHAIRS (TYP.) 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 �, E a 1 Ell II -1 I f=1 11=ITI= TTT T T r n TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH SEE A/S3/J/S6 I - 8" FOR REINF. INFO. �J OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS @ S.G.D. r M SCALE:3/4"=1'-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) cog GRADE — a — C7 J ;III —III ° a a •III—III— z W o —III—I —III—III—III—III LU O w cWi� w III=III I III=III=1 z 0 0-1 ! a • ___ _—_ Z < co U'Uj FOOTING t l I I I=1—I 11=1 11=1 III —III —III- U -III=III—III—III - -I I— BEYOND PAD REINFORCEMENT--)—i—"' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 CV CV 0 �_EWKO��ro h ti -- jIAr Z4, t 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 Engineer's signature and seal. C) rr°J W EEAN Amok Q C) O 8 N F_ � U J a . J - L L W W � c0 N tWL WaY - c1dCD11aVJ LL IL a W rnz O _ Y r—° o O ~ W 'm c� (0 Lr. O W � rn ¢ ¢ d a Z N M Z rY L O ZO U rV�iJ'I �Ur�j W z � M o z 7T N z � o J M V) z II o QJ 4-1 c6 w ° V O w o �U) Ly N N�7-t� iJ W J e'W„ ,- _ E ffe — 8 ml �.. = _ Z d v ) o w M CO z o Z S Q Ea E Ov z Qa �® oa cu Fcu — o E N<o x0 �_ ao 00 0 aZ ww L wa Q o �� m .� Y U o.U:jo Z J d az z z cn a oa Z go Q LL �w C-)<� ao aLL o << o o v wI za d F °3 O > Ln O rn m ca 0 L � W 0 U d' CD CV .�. < u 0RR C�) O (V (.0 0° o E d. = N T /lam r 0 Lo r I co r- C7 m c CV N Z Z E O N a U Q p ) JOB NO: 21-2030 SCALE : AS NOTED SHEET NO. S3 (MONO)