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2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B 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" O/C & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 w/ R903.2, BUILDING CODE N COMPONENTS ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH FLORIDADB 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER > ° SHINGLE ROOF, SHINGLES TO a _ BE IN ACCORDANCE w/ ASTM =1 °' o ..° I �I 1= I �9 T D7158-CLASS G or H, or ASTM D3161-CLASS F, IN _ I' 12 ACCORDANCE w/ TABLE I� I I I I ° I I I I I I I r l FLORIDA2) BUILDING VARIES I I I I I(NCODE TH EDITION (2008 11 I' RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G FI_FV- VARIFSA4_"\ SEE TYP. WALL SECTION SCALE' 3/4"=V-0" 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —J CHART ON FLOOR / PLAN J 1 x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT •8" C.M.U. TYPICAL TYPE "S" MORTAR 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 U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ IX6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE v 0 ZC M _ 6 MIL VAPOR t. Z T BARRIER ; �r � 1 D � T COMP. SOIL. • (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 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 BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z C7 • - rr* • 411 TjT II -, r SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL ECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 0%) 7PF I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ „ 5/8"OR 1/2" HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END HEN PARALLEL (U.N.O.) (OR Y8" GYP. TYPE "X" @ � ) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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 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"°016" 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 @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 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. Y-0" t (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 INCLUDE THE WALL ° ° e @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 c7 WWF OR FIBERMESH WWF OR FIBERMESH ° ° ° ° ELEV. -0'-31/211z �31/2"MIN. �31/2 MIN. ° A.F.F. p e 2x4 CONT. ° ° ti ° a e ° °E�f — ° ° ° ° N � *4" lip ° . �31/2 (min.)- 4 _ n a • 9/ — — 1/2 min. 4 11 ° ° d 00 GARAGE DEPTH VARIES ° ° 31/2"(m'In. - 4"o • 31/2"(m n.iT' - y (2) #5 CO1'-4" $' (2) #5 CONT. 4� �� GARAGE SLAB AT STEP rB U.N.O.AMIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL("C� Cc� rc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 _T/r ,\/r ,v/r #5 LAP SPLICE GGN• �'t 1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING S�GVRE QGS.1O NAILED W/ 8d COMMON NAILS @ 4" 0!C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1co�'��N LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #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 c.t LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" „e „" " " " " 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 AOOK DETAIL SIMPSON SPi w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON 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 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *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 3500#, MIN. TENSION 2600#) w/ 10 10d NAILS ( ) - `„ 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR Q W BOLTS 6" MAX FROM END OF 2" x PLATE ^ 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR UJ t. GRADE ' ° ' o z #3 & #4 LAP SPLICE GRADE 40 MIN. F- 40ksi a ° ° MONO OR STEMWALL ° D M — -0 ,. FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] GRADE 60 MIN. Fy- 60ksi [ ] a g _ I — — L r o ° z _ FOOTING MONO SHOWN FOR CLARITY D P °O 6 MIL VAPOR BARRIER ;. ° " >< w w � _ _ =III=III= =1 1= 1=I I I I-III=1 I I -I I I -I I I -I I I- z ° p p o ° D ° r #5 REINFORCING BAR R 1 7!8 I —r NOTE: � I=1 � 1=I � I=III=I � 1=I � 1=I I� .• _ � a ° � � III-III-i I I-III-III-III-ca o *FOR BEARING WALL =i r COMP. SOIL. (COMPACTED TO — =I I=I I=1 I I=1 I=1 II 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY = _ _ ___ — r III=1 I=III=1 1=III=III=III=III=III=III=III=III=III=III=III=1 D1557) , -III-III-III=III=III-III=III=III=III=III=III=III=III=III-'' 4" 1'-4° Ti- FRAME WALL TO C.M.U. WALL CONNECTION rD� 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 . a 00 � -- a III _ (1) #5 REBAR w/ OPT. ' l l I I _I I_ I_ I I I_ SCREEN_ ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS CV ' t•M 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS i 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. 1/2" GYP. BD. P.T. 2x „ HOLD GYP. BD. 10 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALAD INTERIOR A. a. -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB sfa . a c0 N— M 6 MIL VAPOR — — BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E �6x6WlAxW1.4 WWF OR FIBERMESH M 4 1 4"1 INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 ( rTr r�r 36" MIN. LAP [36" MIN. LAP] ON 3" CHHA RS 10" (TYP.) 8" V-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=T-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. SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN o .. SEE ROOF PLAN c — ° a' ° • a ° (2) HTS20 T FOR STRUCURAL r - — — M BEAM SIZE & N �. CONNECTION INFO M —I Dc4P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 — 8"o.s.s. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W o SCHEDULE Cr > SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE 25 w CONNECTION INFO. SLAB STEP & RECESS a S.G.D. M U) SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM, PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS cE TO FOUNDATION PAD E - SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS CO GRADE 4 ce) FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0 - I I= I ° °• =1 Z= 1=1 I -I ICI -ICI I I-i I -III -III W 1 �=III— IF BRICK PAVERS or SLAB PER O w 0 0 = —III=) • • °• Z — 0'-0" FIN. FLR. COMMUNITY SPECS " I; — ° =I — —_ �' =1 I a =1 I I I I I I=1 I I=III 1=1 1=I 1=1 I-1 I I I I 11=I I =- W - I II 11=1 1= ' FOOTING II,, III�iIIIIITIII� =III=III-' BEYOND ,..• . PAD REINFORCEMENT llll ,ll 3" MIN. CLEARANCE �••y �•'• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .R .. ,�. CONC. PAD INFO, SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4° _ ,'-0" SCALE: N.T.S. S3 0 N N 0 ''P• LEt....011i .� o 1 750 •w a ••TT �' r� •. C �y rh � •`tea *y �,r t .•., ,� �"••`yam •' 1� '°.��'^yr�.di`,•�i�'*'A- Otis' 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 - Residenbal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1111) Ln E 8 N O N J C14 0) 0 9 ,n a Q JLLLL 1. w O Z t m� 0 O w j 'to CV c_o � O � W��pjO' co a d a CS "1 N cCV•4 Z a. y O IL� Z O U 6_j N W ❑ ❑ ❑ 0 Z N in z 8_9 � Z n V U) — N u- �-1 0 21 w E Q A U O—� W S G) C y �a rn U � ' w m g o _■UL0 � N � sm o co � z M M z0 z ¢ U_ ce E za z rN Qo a E: U uj ¢� oa 00 N ~ �° o o ZOE N � o ¢o <omo iz ¢w d '0 N C U z Z W v J • iz ¢w oa Z �o W U �� 0 k wLL o Z << =3 F �o IIIIIIIIII� CDi2 � O¢ ~ z¢ 03 �C:) >U) J 0 Cfl 0 L � C) > v > O L.L o E r" � co N = r Lo � — o 2 00 rn N r T � O M 04 z Z N E C) 42 a E v ¢ o c JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. S3 (MONO)