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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 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 GARAGE 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 SIMPSON SP2 w/ TOP PLATE 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 (12) 10d NAILS U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) 10'-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 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" R302.11) 2"°x3/16" PLATE WASHER TYP.) NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT ( ( REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" 1/2" GYP. LE (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 'v 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS 24" O.C. U.N.O. " EDGES, AND @ 12" O.C. @ FIELD @ 2x P.T. PLATE 1/4' DIA. X 31/4" TAPCONS @ 24 O/C & SLAB & BLOCK SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE 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 ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N f 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND COMPONENTS TO BE IN ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS TYP. M co 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 (TYP.) WWF OR FIBERMESH11K 7TH EDITION 2020 RESIDENTIAL MOISTURE BARRIER ° ° O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL ( ) ° ° A.F.F. 2r, x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO a ° @ 24" O.C.) WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM -III—III=III=) m ° ° I I=III—III=I I (= ° ° ° a °Z 31/2" MIN. 3 1/2" MIN. T _ .. T a ° ° a ° 4 ELEV.-0'-31/2' -I 11=1 I I —I 1 I I I I=I I=III= D7158-CLASS G or H, or ASTM I I=I I —I I —I I I=� ° • I=III=I I=I I-1 a ° ° a °a ° ° ° ° ° ° ° A.F.F. p , D3161-CLASS F, IN ' I— I =1 I III=1 ° _ — —_ I 2x4 CONT. ° ° � b > _ n b I ) 12 ACCORDANCE w/ TABLE "III=1 1=III=1 I=1 i=1 I=1 11=I 1=III=1 I=� I' ° ° a o ° TI 1=III=III= 1/2" (min.)- 4 I I I— _ I I I=l I I— 31/2n (min. - 4„ =° `N R905.2.6.1, FLORIDA BUILDING IIIII I ' I=I I I=I 1- T32—"(m) -P.) VARIES 4" I I TTYCODE 7TH EDITION (2020> GARAGE DEPTH VARIES 3 1/2(min. I IT RESIDENTIAL 8 — ° ° a ° iT( ITI 11=1 I I=I 11=ll I i 1=1JT III =I I f=i I=III=1 I 111-I-I I ROOF SHEATHING -SEE '' T— =I I =III=III-III=1-1 Ij-'' 'T -1 I_, II I hI I II II I hI 1 111-' INSUL ION LE SCHEDULE - [RSH] - ON (2) #5 CONT. 4" "' 111, 4;'—"' "' 8 FRAMING SHEET FOR TYPICAL INTERIOR BEARING U.N.O. MIN. (2) #5 CONT. U.N.O. MIN. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP B TYPICAL BEARING WALL na STEP an SHEARWALL C TYPICAL BEARING WALL @ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2"HIGH ��!TUMINUM DRIP STRENGTH CEILING GE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE UMINUM FASCIA \12'SUB W/A HABITABLE ROOM FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 811x8"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 CONIC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 o NOTE:EXTEND W1.4XW1.4 WWF OR - DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE 1= E , EN °° � D 6MIL VAPOR 11111 ° f �° 60 BARRIER T, p 4 _ I u •— I I= `\I COMP. SOIL. T — (COMPACTED TO 95% —I MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O #5 REBAR 11'4' (1 STORY) STD. 90 HOOK (SEE CHAIRS TYP. TYP. 4„ 1'-8" (2 STORY) DETAIL) U.N.O.N ) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. "SHEAR WALL" SCALE: 3/4"=V-0" �0' �C00 Pis M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1o,0\ Ny OzE, 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 c\1 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL LT INFO. BOLT BOLTS BOLT 5/8"x6" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF LIFT ON @ 24" O.C. VERT. WALL SEE GG/S3) *SIMPSON S01 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10) 10d NAILS _ SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR TYP. T 2x P.T. PLATE PER MFR INSTRUCTIONS — ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE `, ° ° ° ° D' z #3 & #4 LAP SPLICE GRADE 40MIN. Fy=40ksi [GRADE 60 MIN F = 60ksi] SCALE:3/4"=1'-0" S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH p D. FINISH GRADE co y a —I I —III —I I I h—ITf�TI 1=1 I f= MONO OR STEMWALL o Z M — — — p D 25" MIN. LAP [30" MIN. LAP] � I—i 11—III—III I D I I III —III —III—' T FOOTING MONO SHOWN o —I I=I I=I —III - w 11 I= I =I ° • • I FOR CLARITY ° D 5 It>_ _____ °O 6 MIL VAPOR BARRIER -III I ° ° I I=1 I I=III=I °° w i—) I I-1 l I 111= _ _ _ ' I=11 I f 1=I I1=T_ 1 I f—_ #5 REINFORCING BAR R 17/8�' I I= 11=I I=I 11=I 11 I=III I =I Ir —III—III—III—III—III 1 ' III I I—III—ITI_I I l l l f r Z T I I I I —I I I —III —III III —I 11 111 III —III —III —III —III —III- z I I I f=III=1''==�_' #5 LAP SPLICE 2 #5 CONT =1 11=111=1 I I 11=1 NOTE: D o D� o III —III —I 1=1—I 1=1 IIEE II I Tf=1T_I= g III —III —III —III —I—! N —I *FOR BEARING WALL =! — — — = — T COMP. SOIL. (COMPACTED TO _ _ W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ 1 — _ —I 95% MODIFIED PROCTOR ASTM III=1 =1 III=1 =1 =1 =1 =1 1=1 1=1 1=1 1=1 ! 1=1 1=1 D1557) I I_� 1 I LEI II 111 II I II IIII) II =III,=III=III=III=11!=III=III=III—III—III=III=III=III=III—'' 4" V-4" 1—III -III-1 1111 == TI. III I FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" ��S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" 4 GRADE 00 G I —� • I-1 i I —III —III —I ' =(1) #5 REBAR w/ OPT. 11 I 11= 11= I 1 —111111=SCREEN ENCLOSURE 47' MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND 14" O.H.D. RECESS CV T III - III_ d . bo I=111I d IIIIT. SEE A/S3 OR J/S6 ILI I I I I II i 11 l„ 111 I I, FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) / 1'-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. EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS f i SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. (V co SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2° 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. a -3 1/2" i GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB'--,- 6 x 6 W1.4 x W1.4 ' WWF OR FIBERMESH ] Cn I E M 6 MIL OR _ Ii�I I BARRIER '-1I1=ll —�II� i —f� 111 I1—T 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 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 W ° a a. 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 11_4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-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. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN M a e . TOP OF BEAM VPa - - (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL 00 r I I IIT—ICI I I I M c I. BEAM SIZE & CONNECTION INFOI- I i 1- —II T I 2x4 #2 SYP P.T. FRAMING wl MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL a°1 AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS = TO FOUNDATION PAD _ SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. 22" ' SIZE VARIES PER PLAN IM d w/ MIN. (2) #5 VERTICALS 00 z GRADE a.61 FILLED SOLID (SEE PLAN FORL __ __ SIZE AND REINFORCEMENT) LU 0=III =—III=1 ° °• = = = =1' r z n- w —III—III—III—I I w 1—! I o „ 0 -0 FIN. FL%A \\O\\OOOOO TION TAPEREDR - - Uj I 1=Ill— =FOOTINGII111 0 1- IF I— BEYOND PAD REINFORCEMENT " -III—III—I—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Cj IP— ® < ; �N -' e �\ •.. �� � 0 his ItStiI P!� `IF" �?IIII;I%111\\� .�\N 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a CD E 11 00 o �8 Nc v 0 O N W J p L W 'Mu7k u. W tf! rn _ r` - LL w a a x Q uiMv � Z_ — o 0 O r°3�gow N (D L O .J W Z Cn C' ¢ < a � Z N co of rn 0 00 U W ❑❑❑ Z N m 0 0 z N z o � � E3 N V) z o U ® .� O ,N w o N uss LU ® 8ID I U Z6 ¢ 0 • N I� r, o O J w co M p z z Q 14 C Q E O =o g p wj > Q N oa CUE I— XO 0O O E O a o w az J L o ¢ o m 11MI COy O o, U � ~° �z W p ¢ Z O a U man wLL �w � oz =� o w< >° zka 3 0 O = >Ln m 0 L > CV •— O L O ^� 1..� J C m o Q T = d' I� r O -a (.0 IUD T' N 0 T E o z M z 7 E O y In I I= 1 E 0 a Q p _ JOB NO : 19-0251 SCALE : AS NOTED SHEET NO. S3 (MONO)