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I I, I'll Y1fiRlernllll'T!'�ritII 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. d 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 f w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER Ip ° SHINGLE ROOF, SHINGLES TO ° BE IN ACCORDANCE w/ ASTM . I °' P .. I I 4 D7158-CLASS G or H, or ASTM T o • D3161-CLASS F, IN I ° I' 12 ACCORDANCE w/ TABLE I I I I I I I (NP') 7I VARIES R905.2.6.1, FLORIDA BUILDINGI I I r l• I I DR CODE 7TH EDITION (2020) RESIDENTIAL 1 ROOF SHEATHING -SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE 3/4"=1'-0" _ FLFV_ VARIFS� 5/8" OR 1/2" HIGH STRENGTH CEILING ALUMINUM DRIP ED BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE AGE LUMINUM FASCIA \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 "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 W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" /4/—NOTE:EXTEND BELOW GRADE 00 r2 o � 6 MIL VAPOR > z BARRIER ; C 4 � • • CV T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" (1 STORY ON 3" CHAIRS TYP. ) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION K"A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 X" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS IT z t�7 � •• i• 4" — 00 - T _- I SEE A/S3 OR J/S6 TrT T FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S 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 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 ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES 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. 1/2" CDX PLYWOOD OR 7116" 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) 70016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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" x IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS :IF r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. Y-O" OIL (ALT: 1/2"xl2" 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.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2" MIN. ,3 1/2" MIN. d ° ° ° ° ° ° ° d ` ELEV. -0'-31/2" O Z A.F.F. 2x4 CONT. ° ° ° 1/2"(min.)- 4" P ° 9/ — 1/2"(min.r 4" I I ° ° d ° ° �' 00 _ _ 00 / ° ° d GARAGE DEPTH VARIES ° ° (1/2"(riI" ° • T 31/2"(m n) - 4" - — - (2) #5 CONT. 4" V-4 8" (2) #5 CONT. 4" 1-4 g'� GARAGE SLAB AT STEP(*B� U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc"� @rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 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. GON' �Lt OAP PCS '(�EOS� 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C \ ,�M NJO s 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 NOTE: #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR �, 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 SIMPSON SP1 w/ (10) BOLT INFO. 5!8"x BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE *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 SPACE ANCHOR w/ (10)10d NAILS �,, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a o BOLTS 6" MAX FROM END OF 2" x PLATE TYP r ASSUMED FINISHED .. PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Ui P GRADE ;, _ o e z #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi y- =� � MONO OR STEMWALL _ ch >. FINISH GRADE 60 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy-- 60ksi] g[ _ _ 4tll�� FOOTING MONO SHOWN u °°O — _ °0 `L' — 6 MIL VAPOR BARRIER n ° - �� 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 ° [I�T Q FOR CLARITY ° ° A. R r 17/8 — — #5 REINFORCING BAR x'�T '••'•� T'' ° p D ° ° III —III —III —III —I 1=1 I- z #5 LAP SPLICE NOTE: ° p D I —I 1=1 I=1 1=1 i—I 1=1 • e_ *FOR BEARING WALL COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY ° I —III= � I= 1=III= li � � 95% MODIFIED PROCTOR ASTM — — — — - I I=1 I I=1I =1 I =1 I=1 I=1I I=1 I=1 1=I 1=1 I=1 1=1 11=I I1=1 I I=1 I D1557) TTT rrT rr� 11=1 I I=I I =1 I =1 I I=1 I —I 11=1 1=1 11=1 11=1 1=1I 1=4" V-4" _� II-III_=III—,I Ifs ��I III ��III,;,I II,,I11-111=III=T FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. •- FIBERMESH GRADE �11 HEM L_ • • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 6 , N M N co a ..:' t4" 1— SEE A/S3 OR J/S6 -I I i I I I I i l- FOR REINF. INFO. 3" MIN. CLEARANCE RY) RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 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 0'-0" CONT. BEAD SEAMM • . INTERIOR a. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a GO C . ' - CV M 6 MIL VAPOR BARRIER (2) #5 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-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 AT 24" O.C. MAX. " " . CONNECTION INFO ° SEE PLAN FOR ' x & LAYOUT DESIGN - - TOP OF BEAM SEE ROOF PLAN c ° a: ' ° a (2) HTS20 FOR STRUCTURAL _E Air BEAM SIZE & N a 1 CONNECTION INFO M 8 I• I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ _ PLATE �n6 MIN 7/16" O.S.B. SHEATHING SEE A/S31J/S6 8" O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 Q COLUMN LOCATION SEE TYP. WALL SECTION FOR ADDITIONAL Q > 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"=V-0" S3 _) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND 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 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRAD a ° E d M FILLED SOLID (SEE PLAN FOR - _ _ _ ° d _� ` 6 x 6 W1.4 x W1.4 =i SIZE AND REINFORCEMENT) 0 oa- ;III=11 ° ° • I=III=III=III=1 =1 i WWF OR FIBERMESH "' z= _ P w Uj �=1Ti=1 ��1=1�1 � 1=1 � 1=1 � 1=1 � W 1=1�1=1�1 Z a BRICK PAVERS or SLAB PER o w w 00 = - = • • °• — — — — z 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 i • 1 1 i •MMUNITY SPECS Fli FOOTING BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE .41 SEE FOUNDATION (SEE SCHEDULE) CONC. PAD iNFO. P. TAPERED COLUMN FRAMING �C�Dl 2 PATIO COLUMN FTG. DETAIL 0 N N o \ \ v • G= No PF7875 _01-QJ �, .% o +O N P,\- 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 n O a $ O ', °- �ahe a �LLLL d W 0 t m IN �Zy '' a N (p Q' J Q � ¢ 0 W Zr a = N M Z y 0 IL IL a . Z pV 0_5Cn W ❑ ❑ ❑ (D z � z V) z a--+ N � a U 0 W s ul C N Ln ,U„ � t z < Y O M M 9 109 W z L �o Z® F CL gQ XU UO XU a Z O E N a � ° �p a 0, az .w N m0 z Q W �z a °0 Wa� ) (; 3 . N� F � y = a O �x O3 zl¢ > Ln O d c� L � 0 U — CV Q > U o O m � O E _ (V T— 0) o CO C14 N T E .E M N Oih M Z z y 11) E ci a ci a o JOB NO: 21-4279 SCALE : AS NOTED SHEET NO. S3 (MONO)