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8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c� FOR UNDERLAYMENT (2) #5 CONT. ON 3" @ 6" MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 r �- REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH °' co PRE ENGINEERED WOOD '• ° ° d TRUSS @ 24'`O.C. U.N.O. ANCHOR @ EACH _ ' 11=I I ( a Ith aHURRICANE d TRUSS (SEE UPLIFT SCHED.) W/ I •ci 11=III=III= o ° I III=I I 12 METAL PL. UNDER EA. TRUSS t I I I F=I III I Z P') VARIES MOISTURE BARRIER SHINGLE ROOF 8„ INSU ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS � WALL w/ OUT UPLIFT GG FI FV VARIFS/A' \ SEE TYP. WALL SECTION SCALE 3/4"=1'-0" 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 SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"&'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) "S" TYPE MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C.-1/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 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 d NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE CV ° ° D [ Z 00 cM _ D 6 MIL VAPOR t, ,t BARRIER L= ; p 4 _ D • • T COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR I T[T = TT[=1 I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D.RECESS PAVERS M :. .. < (�' 00 T 7 UTFT =:. II11 SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE V " (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. 013 d ° d 2x4 CONT. ° d ° d ° d GARAGE DEPTH VARIES 4 d GARAGE SLAB AT STEP rB 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. 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 (TW) _ ELEV, U-0" lt, (ALT: 1/2"x12" TITEN HD @ 24" A.F—.F.Alt-, O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" I ELEV. -0'-31/2" z �31/2"MIN. �r -TV/r �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF STRENGTH 1(O TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS %" (U.N.O (OR / GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE 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 6 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH r �31/2" MIN. It A.F.F. 0 a n CD° a a ' — —I �IT I�31/2"(min.)- 4" 1/2"(min.)- 4" 00 Tiff_ 31/2"(min. 4"II iIt- == - I L 1L1— —�f-- (2) #5 CONT. 4„ --i 1—fin I TTT TtT 8, U.N.O. MIN. TYPICAL BEARING WALL ---- STEP SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" cow'. ��v �osOC�R ems• �\ M 00 --�Tr.�� (2) #5 CONT.4"�' I4 'T "g� U.N.O. TYPICAL BEARING WALL @ STEP rCC l SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 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) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR N, #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. PLATE BOLT INFO. 5/8"x6" "J" BOLTS BOLT x 10",, J„ BOLT @ 24 0/C W/ 2„o X 3/16 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 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 6 1/4"x31/4" TAPCONS 3500#, MIN. TENSION 2600#) *SIMPSON SP1 () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ^ SPACED EVENLY 2X PT PLATE #5 REINFORCING W/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR F BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 2x P.T.PLATE o END OF 2 x PLATE WWF OR FIBERMESH Cl, E d TYP. r c PER MFR INSTRUCTIONS ASSUMED FINISHED E #3 OR #4 REINFORCING BARF v D a v ° GRADE z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a z M _ — o FINISH GRADE 60 25" MIN. LAP 30" MIN. LAP][GRADE 60 MIN. Fy= 60ksi] a I I la D ° — TfT'— MONO OR STEMWALL ° — I — �. - [ FOOTING MONO SHOWN D - LU w 1T FOR CLARITY ° � ° � D _______ _ _ °° 6 MIL VAPOR BARRIER — � o, • . , ° .� I — � = °° �— _ I #5 REINFORCING BAR R 1 7/8 I —III —I i—I—I I —I ( I N Z T #5 LAP SPLICE (2) #5 CONT. I—III—III=1 I I —III —III —I � � NOTE: g III III III III III III= N ° I — 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS * COMP. SOIL. (COMPACTED TO — I _ _ 8" 1'-4" 8" FOR BEARING WALL =III=III=III= I (=III r 95%MODIFIED PROCTOR ASTM I I I — 1=1 I (TYP') W/ UPLIFT ONLY = — — _ 10" III=III=III=III=III=III=III=III=III=III=III-1 I 1=III=III-III=1 I � D1557) 1�,=r�l�' I T�—rr•� '� #6 REINFORCING BAR #5 STD. 90 HOOK -III IIII� IIII�II�I�IIILIIIIIIIIIIIIIIIIIIIII�I�I�III�I�IIII�Tillllll 4 1-4 #6LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIORFRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 A. a v GRADE 00 — a • REBAR w/ OPT. ' I I P=I I- 111— 11— I —i I f=11*QREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" c O.H.D. RECESS N' III ��I � f-1 t i �'�7 . • a ; • . .' ;6 �: 'i_ —� I 00 —III—I I 4„ I _. III=11 '.a. •., ..; . Qr —I SEE A/S3 OR J/S6 1 1 II I l l FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT INTERIOR 6 . r, CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ a OP CV ' 1—III- M 6 MIL VAPOR — BARRIER r I I rI 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" 53 SEE PLAN 1 1/2" RECESS FOR VARIES 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 d ' SEE. PLAN FOR " • TOP OF BEAM &LAYOUT DESIGN � a a a — — — - - SEEROOF PLAN �_ __— — — —d a d Q d T (2) HTS20 FOR STRUCTURAL T _ L h-r rrr =� I — BEAM SIZE & , a' ' N ,d =T[T CONNECTION INFO �, - 4 ICI — • •, - I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 — ' MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w C ° SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 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"=1'-0" 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"O.C. ATTACHMENTS EXTEND FILL CELLS - TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT, BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE— — a �( E r, FILLED SOLID (SEE PLAN FOR ° _ = 6 x 6 W1.4 x W1.4 ca SIZE AND REINFORCEMENT) G) I= I d ° • = I= I=) I =1 i I WWF OR FIBERMESH M / 'BRICK PAVERS or SLAB PER a w 11 II I —I II I II I II II 11 z 0 a `n = =III= • �' • °• — — — - z ° COMMUNITY SPECS " — — a — — — - `' 0-0 FIN. FLR. -� I III —III —III —III —III III=1 I 1=1 1—' FOOTING II,;�I�IiII�Ilillll��lll,,,II-III,-III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 Aa AN %V Ov N - ;S� • y r ,< •�, `r �*le E' t Cr • OFESS10t"' °� ate/dddddlil6l��1��e\ •,� 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. 0) W QF CD 0 d E ro C. co 4:0 ^ 4t N N N J C a) C to w J tL Xk W fA rn r r` ° LL w a W'ya� MLLLL a 5 � Z � � 0 o 1 L. jm W 5 'co N co ��cp O d Z Y . LO MZ ak Wtn0 Z N OU U�y :{I ❑�❑ z N M z � z Q $ J V) — N z c� o Cz (10 w 2 O_ 0 LL, g cn U w � J E I U o N iu � QC Q y o tD �w co o Z U- Q E E° -z i s �=W� Z® ¢o IT 6 CL X U ap O O d E D C N �z o tz Wz E� io co C U wm m0 0 Z OW Z c') N QW z a 3 0 a° Wa3 (� W� �oLL _1 r� 71 y w a W L S 11 Zlq a0 OU �O > Lo � L °1 N 0 > 1` 0 d .-. C V ' 0 O � � m C�4 o 1� oo T m 3 T M 0 z E O a c0 0 a o JOB NO: 20-8083 SCALE : AS NOTED SHEET NO. S3 (MONO)