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_ _--- I 1 I! i I ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 t� P') VARIES INSU 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10--1 (R302.1 1) 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 & 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 co MOISTURE BARRIER p SHINGLE ROOF, SHINGLES TO e BE IN ACCORDANCE w/ ASTM . D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I I II ACCORDANCE w/ TABLE IMF I t R905.2.6.1, FLORIDA BUILDING = -7— I� CODE 7TH EDITION (2020) 8„ I 1 II I I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/1 S3 5/8" OR 1/2" HIGH STRENGTH CEILING ALUMINUM DRIP EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER - TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a- NOTE: EXTEND W1AXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE `v X. N 1 L p .II 0? •�WIII. M[ 6 MIL VAPOR • - z BARRIER COMP. SOIL. p (COMPACTED TO 95% — MODIFIED PROCTOR — ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 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" I, S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—N SEE A/S3 OR J/S6—/`I I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT. GARAGE DEPTH VARIES GARAGE SLAB AT STEP B 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. �r 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 W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE 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 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'-1 (R302.1 1) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24 O.C. NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD ) SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" - IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2'l2" 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 INCLUDE THE WALL @ 24" O.C.) 210 x 6 W1.4 x W1.4 ATTACHMENTS 2� 6 x 6 W1.4 x W1.4 z 31l2"MIN. WWF OR FIBERMESH 31/2" MIN. WWF OR FIBERMESH ELEV. -0-31/2' �� A.F.F. O U- p I, /n_ • p / p 2"(in-4"/m1 W p • 00 m 31/2"(min. - 4" 31/2"(min.) - 4' - y (2) #5 CONT. 411 4!1 ' — 8r (2) #5 CONT. 4 g U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL On STEP na SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" k 11 7 SCALE:3/4"=1'-0" c •(�E�S�GJP� PGS' M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 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 #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3l16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR �,P ASSUMED FINISHED .: , PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ GRADE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL M • — — — ° FINISH GRADE " MIN. LAP 30" [GRADE 60 MIN. Fy= 60ksi] 25MIN. LAP [ ] z — FOOTING MONO SHOWN FOR CLARITY 00 6 MIL VAPOR BARRIER R _ i17 G a�. ° — — °° � T ,. Z I� I� #5 REINFORCING BAR R 1 7/8" _— _ �TTT�T #S I AP qPI IrF NOTE 0 p *FOR BEARING WALL f COMP. SOIL. (COMPACTED TO — ° W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) �mIIm�m� iI II I _ 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. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE c° — — — ° _ III III III Trl �' _ _ _ (1) #5 REBAR w/ OPT. ' I —I I I —I I I I I . SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS M 4„ °Q SEEA/S30RJ/S6J -ILII ► I;,JLl,,, I ,IiUr FOR REINF. INI`0. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. VVALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 112" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA� • ' INTERIOR A. .4 -31_- / N � M CONCRETE NAILS W 1 1/2 J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE oo fV M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=1'-0" 10.. #6 REINFORCING BAR #5 STD. 90 HOOK NOTE: SEE SECTION C/S3 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 LL' D U N p aLLj — re g — Cn D 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 3501 MIN. TENSION 2600#) 6x6W1.4xW1A WWF OR FIBERMESH �, E �! 0—'11••11�11••II _ Ili 11 11�11 (2) #5 CONT. =1 ICI ON 3" CHAIRS (TYP,) 8" V-4" 8" #6 LAP SPLICE_ TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VA 1 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS SEE PLAN FOR AT 24" O.C. MAX. CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN HTS20 FOR STRUCTURAL jT — - — ° " 4 < 4 _ '''iiLLLiTi riLL' T -- E1larr (2) r�I A' BEAM SIZE & N ar i I CONNECTION INFO 2x4 P.T. PLATE s nis.. o.s.e. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w! SEE A/S3/J/S6 T MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE cc > SEE TYP. WALL SECTION FOR ADDITIONAL j J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE: 3/4'1 S3 —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR _ w/ 1/4"x3" TAPCONS 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"1 ATTACHMENTS EXTEND FILL CELLS E _ TO FOUNDATION PAD s v —INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN w SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT ¢ ¢ w/ MIN. (2) #5 VERTICALS - zGRADE— oO > FILLED SOLID (SEE PLAN FOR U 6 x 6 W1.4 x W1.4 _t w SIZE AND REINFORCEMENT) c7 • WWF OR FIBERMESH M � w o aww v ° BRICK PAVERS or SLAB PER S o `f' _ • • • • Z z - COMMUNITY SPECS L` 0-0 FIN. FLR.� . .•TION TAPERED COLUMN FOOTING v BEYOND PAD REINFORCEMENT/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 V N - yy 'O d W N (p C N 'O NO � a • y oyv_ .Q N c E CO P 3- O 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 - Resldential An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H oo EE 0 N 00� N�r� '� '�•` Q �LO �� I L- C J LL w ILL. Z J LL" 0_ —� o W a� �Oc ��pw Z IL m 00 U')�Z d J ZN OU W 0 ❑ ❑ CD G L r U) NQ Z v 0 l/i 1 g C N w M 2 9 U is 0 ti o w M s J E`a E 1h Ji � =® E I— ¢ R OU n 0 0U Z O � G� <o 0 ww � � m2 p ° o oz >_ Z�� L 8� 5� a W U �o a oCID <d 'a V olq¢ P 3 O � > Lo J LO QLO � � N co J T N N^ m m LII T ¢I }+ a--� 0 CV (� N O N � L QLO T r ui E c LO Z z E M �; a o -i Q o JOB NO: 22-06473 SCALE : AS NOTED SHEET NO. S3 (MONO)