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IL 1 1 Ill I - I-L - - I! 11--_il i - I -I I - ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 �\ P') I VARIES FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 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. d , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE 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 SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM -III—III L—I ° ° I I 11. 11= 9 D7158-CLASS G or H, or ASTM EI i • I I- I1=1 I1= I1-1' D3161-CLASS F, IN ACCORDANCE w/ TABLE _' "1=1 I =11=11 I-1 I I 1=1 I 1=1 I I- I �I R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) -1 I �� ICI II iJ II i I I1 111= I' 8 „ RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'4" 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 3 1/4" 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 W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 'cal ° u 0 Z o - ap 6 MIL VAPOR_; - BARRIER p �• 4 iTl —I D �I I N COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON CHAIRS TYP. V-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 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—t BLOCK WALL BEYOND 14"O.H.D. RECESS 1I1 TZ_ M 4„ .• . I T T SEE A/S3 OR J/S6 LW I I FI I I LILT 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. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR II 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 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES JL I GARA( I 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 (U.N.O.) (OR %" GYP. TYPE "X" @ 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.) 17' 11 ^' ^" (ALT: 1/2"x12"TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211- 3 1/2" MIN. ° W e TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 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. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2" 016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE P x 6 W1.4 x W1.4 WWF OR FIBERMESH INCLUDE THE WALL / ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �31/2"MIN. D , T'31/2"(min.)-4" - _ ° b •. e —�T1J2"(min.)-4„ co (i.—=-• I I �I �I I 312mnI "n Ti H =HTT f`I - (2) #5 CONT. —1 IT TIf- 4" V-4" 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL (@ STEP as SHEARWALL C TYPICAL BEARING WALL a� STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" ccX.'S�c�PE�'� o �ecs f\ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �N�011" INSULATION PER FBC AND ENERGY 81, C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) c.l LAYERS W/ TOTAL THICKNESS 7/8" OVER "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 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR ZX PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH BAR — "' 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE ;, o ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi D - [GRADE 60 MIN Fy= 60ksi] SCALE:3/4"=V-0" S3 NOTE: SEE SECTION II FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LUCL D a. - m z Cl)_ a ° FINISH GRADE w 25" MIN. LAP [30" MIN. LAP] g — D TTf —I x w — — °O 6 MIL VAPOR BARRIER — I °e ° = I (__ °Q R 1 7/8 `) D • — w I — _ z T #5 REINFORCING BAR 11j--j-Ij� I I =T T 2 #5 LAP SPLICE r COMP. SOIL. (COMPACTED TO • ° ° A. I TIT 1iT 95% MODIFIED PROCTOR ASTM D1557) — I Irrr-ll�'i'rr 4„ V-4„ FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP WALL SECTInnI POD AnnlTlnnlAI SCALE: 3/4"=V-0" SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4"---,, z ° ' v GRADE a co 1 = _ _ — _— Q _ T I I —I I II ILL I r - _ (1) #5 REBAR w/ OPT. 1=1I ICI I I I I I=1I I 11=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) 4A --I 11—�— . •a: • y - II1=11 • I So �II�I •y -Ik �I it I ��• :. t�lh SEE A/S3 OR J/S6—,- -'LI I I r—RI i I, F FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAL4 a • INTERIOR ° • 4 . -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE SLAB Ce a 0? C co 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 HOOK #6 LAP SPLICE 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 & I. ! CONNECTION INFO k �) 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 g w COLUMN SIZE AND BASE o CONNECTION INFO. cw —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN cn 0 SIZE VARIES PER PLAN CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E > -j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cal o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH �,, LU V) BRICK PAVERS or SLAB PER a 0'-0" FIN. FLR.� COMMUNITY SPECS _ _ If 1 I �TT��TT . FM��/;� moo; --- /;�,�//�/�� .. • • . TAPERED COLUMN FRAMIING,; 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 111(R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3501 MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH CO E � 0411'I is ElHal (2) #5 CONT. =11 1I ON 3" CHAIRS (TYP.) 8„ 1,4„ 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-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 —` L Ij, ` �,7��r' ' 8„ FOR REINF. INFO. OPTION #1 I 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. `Q' ' M 00 GRADE LU LU C7 J • Z I— W Q O o _ • • • • Z CO LLJ z ILL ih a - -LU FOOTING BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 o X S- c_o - ` r ,r E c a _ l6 ;n O O :3 Cz U +, ° LiJ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. et 01 F O M E v) om1-4 � C O oo tl7 at '� Lu to �t-ILw° c� o a — Q @LLB a. w ZM 13o ° ZC O F wJ O j N O �f0 m U�-cW _ N M z � rn O LL Z I No Ja0 <. O V U Z ❑❑❑ W M z N M o g z N z o � � Q J Lr) z 0 o Cz v w (.0 a � V 0 w o N Ly N �N r U � � t g U ozX• �0 O J Z COM o 3 z J LL- C Z w= > N <o oa co gU @ O ap jp U <o �w w� (t3 - v z y U Nm a' O O Z J aw t!r a ° Ox z z �o NZ W U aLL o <a � �o' CD '� zla o- c� 3 0 2 O = > M fY a� m L CO d' N � V `� Y ' ) U vl /r1 a - O o LO CN T T ui m N : i6 N o Z z I E N 12 IL E 6 U Q p JOB NO: 22-02370 SCALE : AS NOTED SHEET NO. S3 (MONO)