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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 e „ „ „ 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 SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w1 2x BLOCKING HORIZONTALLY@ (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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 1U-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1l2" GYP. WB MIN,) @GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" ( z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8 x10 WEDGE ANCHOR APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN PRE ENGINEERED WOOD 3/8 MORTAR BETWEEN EDGES AND @ 12" O.C. @ FIELD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & c SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @EACH @ 6 MAX FROM END OF 2 x PLATE _ = IF NOTED, THIS REFERS TO THE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND COMPONENTS TO BE IN ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH " " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER . o ° ° ° A.F.F. O.C. OR C 10 WEDGE ANCHOR 2 x 6 W1.4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 /8"x INCLUDE THE WALL SHINGLE ROOF, SHINGLES TO r e . p n a ' L ° c7 ) �� WWF OR FIBERMESHCHMENTS � WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM - p .. — 4 ° ° ° ELEV.4-3 1/2" �31/2"MIN. �31/2"MIN. D7158-CLASS G or H, or ASTM 7- — ° D3161-CLASS F, IN ' _ ° I 4 < ° 1c 2x4 CONT. A ° G A.F.F. 0 ° " " 12 ACCORDANCE w/TABLE I ° g , o o ° ° 1/2"(min.)- 4" p ° 1/2 (min.)- 4 (TYP,) R905.2.6.1, FLORIDA BUILDING — _ I I • 31/2"(min. - 4" 31/2" min 4" - VARIES CODE 7TH EDITION (2020) i I _ T I I i GARAGE DEPTH VARIES ( ) - 8" RESIDENTIAL ° ' A n ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH) - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4" V.4" 8" (2) #5 CONT. U.N.O. TTT 4" '-4' 8" FRAMING SHEET FOR U.N.O. MIN. SHEATHING AND FASTENERS WALL w/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLK"C� TYPICAL BEARING WALL @ STEPrCC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3l4"=V-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP oUs STRENGTH CEILING EDGE �� BOARD PER CODE (OR 5/8" ALUMINUM FASCIA Eoss�U�� GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ems. ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C SCREWS / 7" O.C. SOFFIT SHEET SS 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 CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN 2x BLOCKING HORIZONTALLY@ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING INSULATION PER BLOCK W/ 1#5 CONT. 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD SEE SECTION C/S3 FOR INTERVALS NOT EXCEEDING PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION #5 VERT. IN FILLED CELL 10'-0" (R302.11) 1x2 P.T. HORIZONTAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 wl (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS BOLT INFO. PLATE WASHER TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR O.C.IA. EXPANSION BOLT N. S " 5/8" x 6"EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.0W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) 5/8" x "x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB WI 20" MIN. LAP (24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING *SIMPSON SP1 SPACED EVENLY a BOLTS 6" MAX FROM C16x6WIAXW1.4 N FIBERMESH BAR ARCHITECTURAL w/ (10)10d NAILS WEEP SCREED INSTALLED END OF 2" x PLATE WWF OR FIBERMESH T E "' 2x P.T. PLATE o FINISH TYP. c PER MFR INSTRUCTIONS w 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED J= #3 OR #4 REINFORCING BAR o ° _ _ _ o y GRADE 40 MIN. Fy= 40ksi a ° �WlGRADE r ° p z #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksiJ 1/2 GYPSUM WALLBOARD FINISH GRADE � 25" MIN. LAP 30" MIN. LAP a • i` r U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL "' ° °' ( J w i+ CELLS (SEE FOOTING MONO SHOWN - oo w ° Tr FOUNDATION PLAN FOR CLARITY r °O 6 MIL VAPOR BARRIER p o ' ° - _ FOR LOCATIONS) —' '— _ _ #5 REINFORCING BAR R 17/8" `� 1x4 P.T. BASE NAILER - = ' Z " " I'I _I i; ? ' ' #5 LAP SPLICE (2) #5 CONT. — — 4 x4 INSPECTION �' — l - l- -III (- PORT AT EACH NOTE: r ='=i _; I= _ != N COMP. SOIL. (COMPACTED TO — ° A. 36" MIN. LAP [36" MIN. LAP] ON 3 CHAIRS 8" 1'-4" 8" 31/4" BASEBOARD *FOR BEARING WALL —' = _9 I_ -I I I.- 1=1 T (TYP.) FILLED CELL TYPICAL _ _ _ _ _ _ _==_ =i 95% MODIFIED PROCTOR ASTM — _ 10" MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR I_i_! — _I ! —_' _ ' _ — I'—i = D1557) W/ UPLIFT ONLY _ _ � . _ l i=III I _III --.I I_ =,1 — I — MIN PSI MAY VARY PER I I_I_ I —III III---III-1I II —III III--III=1 I!='' 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING TO CUT BLOCK OR POUR —III=Ili-1 I I L-„III=1 !=1 1— - #6 LAP SPLICE MUNICIPALITY. CURB DUE TO SLOPE CONCRETE WFOR6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT rG W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" SCALE: 3/4"=V-0" SCALE: N.T.S. „= , FIBERMESH BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL (:S3 S3 SCALE: 3/4 -1-0 S3 J_ s SLAB INFORMATION. SLAB INFORMATION. = z_ M ° Y I _ 6 x 6 W1.4 x W1.4 SEE PLAN VARIE N r ► > 31/2" WWF OR FIBERMESH 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 6 MIL VAPOR z min. 4" 10d NAILS TO TRUSS TOP CHORD " FOR TRUSS T� BARRIER �r 1 A. _ AT 24" O.C. MAX. " " , CONNECTION INFO ' . u p iv = ° a :" GRADE SEE PLAN FOR ' " & LAYOUT DESIGN COMP. SOIL. — ° — T °O _ TOP OF BEAM ° •. ° (COMPACTED TO 95% _ all- ° (11 #5 REBAR w/ OPT. SEE ROOF PLAN c ° a °M MODIFIED PROCTOR E ENCLOSURE (2) HTS20 _ �r 4. .. € ASTM D1557) I I I BEAM SIZE & STRUCTURAL ' 3" MIN. CLR. �' - a (2) #5 REBAR CONT. I - CONNECTION INFO M 1'-4" (1 STORY) STD. 90 HOOK SEE • ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) ( MIN. PLATE 2x4 #2 SYP P.T. FRAMING w/ U.N.O. " SEE A/S3/J/S6 Owl " TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL N CH O.S.B. SHEATHING O.S.B.o.s.13. Z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" =1'-0" SCALE: 3/4"=1'-0" S3 w SCHEDULE OPTION #1 S3 Fr Q SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMN j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LU COLUMN SIZE AND P.T. 2x H2" FROM LA o w CONNECTION INFO, LAB STEP & RECESS S.G.D. rM 112 FROM SLAB w S OPT: DEPRESS SLAB 5Y2" 0� J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 DEEP AND 6"BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND :.. ¢ INTERIOR 2X STUDS @ 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE DOOR TO RECEIVE 31/2 SEE DETAIL 16/D1 FOR wl 1/4"x3" TAPCONS MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT . ' ° — COLUMN TO PORCH SILL CONCRETE SLAB 14 13 •` T GARAGE ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING O.H.D. RECESS = O.H.D. RECESS _ PAVERS `t z iv `r FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- ci'� CONCRETE NAILS W 1 1/2 1/2 GYPSUM WALLBOARD U.N.O. ATTACHMENTS EXTEND FILL CELLS c M W/ DRYWALL SCREWS @ 8-O.C. TO FOUNDATION PAD EMBEDMENT @ 12" O.C. �' •' ' ' STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ' M PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M ,•:.'. I . (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS oo ? RA ;..•... _ :,r: „ _ E _ > FILLED SOLID (SEE PLAN FOR .. •. 4 op 4" oQ TENSION 120#) CONCRETE SLAB = w w : - a _ — _ _ •' r T ` 6 x 6 W1.4 x W1.4 N � ,,,� SIZE AND REINFORCEMENT) C"3 � - i- ° � _� �-_ =i • i _ WWF OR FIBERMESH w i- w o--i z .• ...�:. .— — = W —III _I w -. M F=aw BRICK PAVERS or SLAB PER 00 i!-� • �' • �� - z ' . 1 �' — — COMMUNITY SPECS 1 — w TLLIT 0'-0" FIN. FLR. __; FOOTING SEE AIS3 OR J/S6 ( 6 MIL VAPOR _ l l I'=' 1 c� SEE A/S3 OR J/S6 I " "' BARRIER _ —i=i' = ! -' I'-1 - BEYOND FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE _ PAD REINFORCEMENT — —I ! 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) .': 3"MIN. CLEARANCE 1' 8" (2 STOR 1'-8" (2 ST RY) 4" 4" y • •� �. •�. CSEE ONIC. NFIO. ON (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE 0ARAGE DOOR SLAB RECESS ,1,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRIG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S"3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3l4"=r-o• SCALE: N.T.S. S3 #DDITIONAL INFORMATION. ADDITIONAL INFORMATION. -a :7 tv ILO U -. c; 3 J - L r- > _ *•,��t�elii3�€fir,^Pr � io'••'•.,PLrO�•,• r/�/a•�0�� S S 1 ON %aaaaatrn�ut 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. g� 8 M N J N LL Cr? O' J 0 °D N ik u d di rn 04 LL W _ y c�'n � a Y LL LL I /� V 0 __ rp� � o 0 ipNm 0 O'� W , — m W Go z; 0 K Z N M Z x L O IL= do c�_j y W 0 " M N z M z cl- N L40 -8 lL f� C, C, WV 0 W s -N N � U) -o cli w z M J LL ii � z 7d E O sg z0 NWo E p ° � �Z == M N C � Y �8 'o Zz z J d > fZ d 3 �LL z °i c �w W rJ � LL O z c > �� O J� aWj 2O � > Ln M 0 co r oo-%. Cr r r ^ U (D 1�1�/ CO N O N Ln t� Q N T ui E N c Z E �" c ii v _ ¢ o 3 JOB NO: 22-02364 SCALE : AS NOTED SHEET NO. S3 (MONO)