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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (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 3 1/4" TAPCONS @ 24" O/C & l 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 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `r' MOISTURE BARRIER ° SHINGLE ROOF, SHINGLES TO a ° BE IN ACCORDANCE w/ ASTM =1 I I=1 1= (=1 m /Ni�i_ -=D7158-CLASS G or H, or ASTM 1 �=-1' D3161-CLASS F, IN ' 1=1 I I T III —I ° — - - ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING =1 I I I I —I I I —I 11=T I I 1=1 I ET, I � CODE 7TH EDITION (2020) 81, -1 I -I +I II 11 �T I I I I IITII i 11 I 1- 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" S3 HIGH r___EDGE ALUMINUM DRIP STRENGTH STRENEN GTHTH CEILING 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 1x2 PT WD FURRING @ 24" O.C.--//FINISH 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB (0AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO 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 d cV u — ° - _z M 6 MIL VAPOR III BARRIER 1 I a IIIIII � COMP. SOIL. T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 z" 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- 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I 1 " x P.T. STUD #5 VERT. IN FILLED CELL v N 5/8"x6" "J" BOLTS BOLT I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR I (6) 1/4"x3 1/4" TAPCONS I I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED I GRADE FOOTING MONO SHOWN �JJ - FOR CLARITY \ - _ _ 00 - 1!I Z NOTE: o �- _ �I;' N FOR BEARING WALLr- lu W/ UPLIFT ONLY =' i I I i—,il FRAME WALL TO C.M.U. WALL CONNECTION rD� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" 'l S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" ° a GRADE ° 7 =1 =1 _ _ • —I 1—I I— —I I —I -- ° =(1) #5 REBAR w/ OPT. ' 11 I l i lI 11=1 I I I I I I 1 I I III 1= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT r — 14 O.H.D. RECESS z 13 O.H.D. RECESS _ d TM T ' C'M _ a 11=1 11= �' � —' � I �I_-� I I; "III —I ', •�. '� � — I I 1=1 I � � I-- ,. ♦.� 4" 11. 00 00 -III=III '4„ II I- �.a '< ' • � ICI —I 1�1—III �♦ �, .• � —I �. 1=1I1= e ♦ ,I I II, I'1 I-1I II I I a'• w .. I) I II I I'I SEE A/S3 0R J/S6 �-'L111 I I II i P , I I„ R111= FOR REINF. INFO. L 3" MIN. CLEARANCE 1',4" (1 STORY) / 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. SEE A/S3 OR J/S6 J -' I!I 1 1111„lil„ 111 I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) 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 V f _70— V r V r I I I I I I I I I I I I I I I I I I I I I I I I 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 %$' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /$ GYP. TYPE X EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOMM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) 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 1U-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" OIL (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 WWF OR FIBERMESH x x INCLUDE THE WALL x @ 24" O.C.) 2" WWF W1.4 W1.4 ATTACHMENTS i2�� 6 6 W1.4 x W1.4 r z 31/2" MIN. 31/2" MIN. � \\ WWF OR FIBERMESH ELEV. -0 -3 1 /2" ,gr, l A.F.F. U_ o u ° , . 31/2"(min.)- 4" p \ D ° �q = 11=T T= 1/2"(min.)- 4rr •. —I T—III-00'ii 31/2"(min.) - 4" III-1I I I 1l1 T-III- 31/2") - 4" ''- (2) #5 CONT.1— =11 ,,I I II I II I II i ll 1LEI I I , IT 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING WALL n@ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" ens SHEAR WALL REQUIRES 2x BLOCKING@ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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 �M s \ �M \,/ �'0 �oU / \ 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 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 E PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE u u u. FINISH GRADE °O � [GRADE 60 MIN. l60ksi] 25" MIN. LAP [30" MIN. LAP] —III=1 —III 6MIL VAPOR BARRIER -1 I I III o ° =1 I I - =111= I r-11 =_ O° T T--T=T=T—. III P: I=T=T=T=1 11- T Z I I I —I 11=11=�=i #5 REINFORCING BAR #5 I AP sPl Ic F COMP. SOIL. (COMPACTED TO 1111 I ° ° . — .� I I=T=1 11- IT- 95% MODIFIED PROCTOR ASTM 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. HOLD GYP. BD. 2 1/2" FROM SLAB 0 CONT. BEAD SEALANT < e . ..♦ e . Q INTERIOR ♦ d G b ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB oo �— M 6 MIL VAPOR BARRIER ' 1I1 I I- I I I' I� I �1111 I IIIII u1111 I IIII� r� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-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 �6x6WlAxW1.4 J T WWF OR FIBERMESH C,, ° K S3 #6 LAP SPLICE �T-1 '' =1 111 � r (2) #5 CONT. 14,1 I„III„iTl� 11 l l„I 81 U.N.O. MIN. TYPICAL BEARING WALL @ STEP ('CC SCALE:3/4"=1'-0" ll S3 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 o END OF 2" x PLATE W p v J pLIU. g 1=1 1=1 1=1 I I LLI 'I ;1111111=III IIIIII I D • ° REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL :- BEAM SIZE & CONNECTION INFO aw 2x4 P.T. PLATE 7116' O.S.B. COLUMN LOCATION SEC RE 2 4 P T BT PL TE 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w l SCHEDULE CC j a J SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o LIJ w CONNECTION INFO. SEE DETAIL 16/D1 FOR U x M. A wTAPCONS COLUMN TO PORCH SILL � n AT 8" O.C. . 8" OC. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS Z SQUARE CMU BLOCK BASE, w l SIZE VARIES PER PLAN 51Cj w/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) o w BRICK PAVERS or SLAB PER Y-0" FIN. FLR. _ _ _ COMMUNITY SPECS _ s TAPERED•A INGKG12 (2) #5 CONT. =1 I I I I I ON 3" CHAIRS 8" 1'4" 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 11 —11 IV_ I I=ll= III III —II —III—' :- 8" 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 r S.G.D. (U.N.O.) I WWF OR FIBERMESH SEE A/S3/J/S6 8" l 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 I I 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD 9 d CONT. FOOTING STEEL j j MAT REINFORCING. Q ' M 00 GRADE_ —_ - w i �• > �aZD w0 U)� �I-��i z 2 —� • • � -I _ Z Q ILL Q —t _ -1 FOOTING I BEYOND PAD R INFORCEMENT-- - E ' 3 MIN. CLEARANCE SEES SCHE DULE) ULE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 ca to 0 0 c ar ~. CC C-,r -CI x C -LL C as a� a w `> o s 3 ra 3 CL) s E M a C) •f££ r}}, Nm"A r ' ate'; 0! e(a LEA 4 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. H W �E 0 a s o 0 W (1) N o� °° r ,� rn V) rn�r° N co -,t Q J t W J LL a w Z — o o_ �e m C °' S ��o W o� rrn 0 W CN m J Z NZ a 'CN 0 .. a^ OU < o Z W ❑0 o g z z o Q a N 0 lrwmql o LLL �J ,,, c — � O o 3 LiJ � t= L = L N U o 0 C:) C.0 J w Z M 0 J m E 0 Iva o Z z© E: UCU O E Q0z U0 0 wz CV ao L ro U)C z 0r m0 r O o� Z N2 �w N N F o¢ Z Z ao Lj o CD a< >o 0. a o T� > d' _ a� rn CU N 0 Cfl T � T N N T N 0 U 60 N T }, 0 IUD }J O LO N Q o �y ,L'O O T T= E 00 ICU z z Ec 0- U _j Q p JOB NO : 22-09475-09478 SCALE : AS NOTED SHEET NO. S3 (MONO)