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... •• - rr n nm [•mn,[P"�.[ In � _ ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES FOR UNDERLAYMENT 2x#2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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" 0/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM a . `III —I I —I I= • p D 9 -III—III—I I I D L I 11=111=III=' I1 D7158-CLASS G or H, or ASTM I I-1 I=� I =1 ; • I=I —I I-1 I 1 I-1 D3161-CLASS F, IN ' I -I �J I I I =� ° — — ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING ' 1=111=III=III=1 I I=1 I— I I=1 I I=1 11=I I H_ 1' CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 53 1/2" S 518" OR HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 518" 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER '� TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 I IL NOTE: EXTEND WlAXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE I 1r M 6 MIL VAPOR--/;- _ D BARRIER04 • I COMP. SOIL. — (COMPACTED TO 95% — I T F1 (— MODIFIED PROCTOR I f 1 I f=T= TTT ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--/T-4" CHAIRS TYP. ON (1 STORY) STD. 90 HOOK (SEE O 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0° S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—n 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: e *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=T-0" 2x S.P.F. STUDS @ 16" O.C. 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 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6WIAxW1.4 3 1/2" WWF OR FIBERMESH min.) 4" A ° v I GRADE -- —1 I I —I I I —I 1 I —I 11—I ' -(1) #5 REBAR w/ OPT. 11= 11= I —I 1 I= I 1=S.GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE K'T SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND 14" 13" O.H.D. RECESS z O.H.D. RECESS ^M � r • ` I— e' III=T II a: � • y ' 4„ — -I 11=� 1—'11.• d:. ' � `: -ter = I --II SEE A/S3 OR J/S6 —"--I L I I I I IT_1_FI_L I 111�" FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 0R J/S6---- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS 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. ,1/r 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" OL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 ELEV. -0'-31/2" o 31/2" MIN. __Tv/r -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w! (2)12d TOE NAILS (U.N.O.) (OR 5/" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS -2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 W1.4 x W1.4 INCLUDE THE WALL Wx WF OR FIBERMESH ATTACHMENTS �31/2" MIN. / i �) 1/2"(min.)- 4" 31/2"(min. - 4" I 11=1 I I I T8" —1I (2) #5 CO4 1-4 U.N.O. MIN. TYPICAL BEARING WALL na STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1V-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS ,/,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 00 31/2"(min.) 4" l9I I (— I 111T — I I 1=1 11=1 I f-1 I I III I f 'r 1I— (2) #5 CONTi— 11—'rT U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M\NI�o�s for q�N INSULATION PER FBC AND ENERGY cod' FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'4' (R302.11) LAYERS W/TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" 0/C WI 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS •� #3 OR #4 REINFORCING BAR CV �— D • • D ' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D FINISH GRADE °p [GRADE 60 MIN. Fy= 60ksi] M p • 25" MIN LAP [30" MIN LAP] SCALE: 3/4"=V-0" 7 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE C) U D Cn 0- -1J—�—I f° . . ° p T — ° - -,f 1rTiII�I �► ;• 6 MIL VAPOR BARRIER I I I D ° I T=III=III -00 R 1 7/8" co �' —1TT__ I 111=1 ° #5 REINFORCING BAR =ITS ITI _I�tl''T T #5 LAP SPLICE —1 COMP. SOIL. (COMPACTED TO D _ 95% MODIFIED PROCTOR ASTM ' �= I I I 1=T— =I11=I 11- D1557) -I F 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD, P.T. 2x 2" HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAI� +. a INTERIOR C ° a .' v r CONCRETE NAILS W 1 1/2 c EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE c r-� 1— M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HC70K #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR J4 x xCONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL 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 j w SEE PLAN FOR STRUCTURAL LL I COLUMN SIZE AND BASE o w 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 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS JTRIM —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w 0 SIZE VARIES PER PLAN �- CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E > w FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, Cn ° BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECS .I ICI-11-1—iTT-111=1 I I= TAPEREDR. CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (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 `I _ WWF OR FIBERMESH CO I I —III —I �f— I I ILI n (2) #5 CONT. =1 I I .l I I,�.LI I , I ITI I „ 1 ON T' CHAIRS 8" 1'-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3!4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH d d- SEE A/S3/J/S6 —` I r Tr—r, r_41r 8" FOR REINF. INFO. l L OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS as S.G.D. M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _� d CONT. FOOTING STEEL MAT REINFORCING. r ' CO 00 GRADE _ 4 711171171 LLJ —rr U J ail n �• i. �I� III=I�—�' Z =-j-1 1—III=i—li I W 0 w U) ll �l • •J • �• ;lllii lli—I li z 00 IIIT� Uj w FOOTING v 1=I I F 4 I. =.I II i--! l -i -1 l= BEYOND PAD REINFORCEMENT -1 1=1 !—I - (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 O M am X U_ a yc�� ca to O Q ��NY . a � C E - pccU . t1d,.n di ;1wt— lV (a to 0, 0 0w •� "` e N r� ••ea• •`t'' .... .•'�•N f >� SStOIlk ��Rff�ff flfl t�l ttl'tl��!!, 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. tl! Wco Q 4 E O M j. N C1 J lJi. 65 O cc N W �# . a a LL CL Qej cN7 Y Z �° Z � 0 1--0 W M O 'm (V O coQ r a Z N M X N O unW LO z LL pUU�vVi Z W ❑�❑ v M .�p z N O 1� o0 Z m N z o � Q ? J a N o] N z c (1)U 0 4-, C C O, r 111t1�J U w ° �- J a q •`.•.. U o c Ef) Q N 0 I� o cfl �W M w Z ¢ � a J L.L.=o EE oo E O wo¢� z z� Z® a°: i--- (16X O —_ 1' �¢ ao ID O oz az Z N M L wo GO �w (� c z Y �o m� 0 z Oz z j <W �, M_ �w p¢ 1z dZ 4LL WKK J O z a =F 0 O v wz , a = ° 0 c O = L >M Irr Q ai co 0 O ��` r r�/-/� Cr Y i m �. o ^ O a N L1) � T ui m N =3 0 iii N o Z Z >_ E r �' a ci ¢ JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. S3 (MONO)