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v v C1 0 N I N N J 0 C1. O I t� N O I N 0 CO 0 0 N I N 0 N 0 I r` 0 N I v cn L 0 61 Q CV cV N / v Q. E N a E 0 v J y LZrr�� 0 U U i N U i z y I Y / C 0 v 0 J i.� CV CV O N v 0 0 N N N C N V) m -v v N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TnFNAII S T P. R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d 1 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" 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 T METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4,WWF OR FIBERMESH MOISTURE BARRIER a SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM III -I -LT D7158-CLASS G or H, or ASTM i 1== I (_) ; • D3161-CLASS F, IN T' 1=�� = ° —I r 11— T ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING �+� �—I I1=� IF I11- I r CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=T-0" 111,,5-4 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \2Z'N.0. 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 NOTE: EXTEND W1.4XW1.4 WWF OR _CL DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C T —ITI—I f� I r ° \ [ 0 M - — — D 6 MIL VAPOR 3:7- - BARRIER p �• 4 � D :� iv COMP. SOIL. *- (COMPACTED TO 95°!o 0 �(T MODIFIED PROCTOR TTT I I Tli ASTM D1557) 3" MIN. CLR. ' O 3 TYP.' CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK SEE U.N.O.N UO 4„ V-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5'2" DEEP AND 6" BEYOND. DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS z M •+.a 4 II I OP •�• �IIIIII SEE A/S3 OR J/S6sl j I I I hill i,, I, I,I UI P FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR)) / 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. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS - TYP. MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 2x S.P.F. STUDS @ 16" 0.0 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL (V 11 11 11 11 5/8 x6 J BOLTS BOLT I I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS I I SPACED EVENLY r 2x P,T. PLATE ASSUMED FINISHED ' GRADE 0 p c D ° 00 r n � III III—III=1 � I —_III —III- z p �° I=11! III lil—III III —II � _I I I_I I III--_Iil FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 GRADE 00 v —1 I I —I 1 I" (1) #5 REBAR w/ OPT. T=1 I1=iT�l I. 1= —I f 1= SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r-L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 131 —� O.H.D. RECESS a I - SEE A/S3 OR J/S6—` -Ilil I I It Ilil l I , Ilir FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16"OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 70 I I I I 1 1 I I I I I I I I I I I I — 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 W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ 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 TOP PLATE SIMPSON SP2 w/ (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"°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 @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl Y WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" 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/ SIMPSON 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. 0'-0" OIL (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 x 6 W1.4 x W1.4 INCLUDE THE WALL � @ 24" Q.C.) 2" ATTACHMENTS /211 WWF OR FIBERMESH / WWF FIBERMESH 31/2"MIN. 31/2"MIN. /6x6W1AxW1A ELEV. -0'-31/2" A.F.F. p N - z �j=r- I'31/2"(min.)- 4" a q _ _ �_�=�jJ�T '31/2"(min.)- 4" - TT ° •. = I 1 1-1 1 1— r— T - —� \+t ° �•• / �, I 1 I C31/2"i(miI 4" —11 —� 31/2"(min.) - 4" — I I TII 11T`I I TLI I ,ITI -I ff_ITI 1Ti 11 f (2) #5 CONT. 4" 1 1" m 8 (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SHEAR WALL REQUIRES Zx BLOCKING @SEAMS. 2x STUDS @ 16" O/C 10 0\N°o s INSULATION PER FBC AND ENERGY �/ C FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/810 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 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH 1 WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN, Fy= 40ksi #3 & #4 LAP SPLICE _ = p , Cl) A c \ o FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy- 60ksi] — 6 MIL VAPOR BARRIER I ° =I I �_ — =TT. O° R 1 7/8" IITI N z '� #5 REINFORCING BAR ' I I D TI-7i=lTfI f_ II—III—=11'=' r #5 LAP SPLICE COMP, SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) I IrTlir II i I_r 4" 11_4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0° CONT. BEAD SEALA� Q INTERIOR -31 IC a a d- A . a` M CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S 70 00 E� __-- N II —III= I M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-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 LU Cn II ,hill III I III ° a 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF"� E'e)SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS S� CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO —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 r 6x6W1.4xW1.4 WWF OR FIBERMESH K S3 PLATE COLUMN LOCATION S CUR 2 4 BTM 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. 1737 PLATE SEE DETAIL 16/D1 FOR E E x w/ 1/4"xT TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w 0 SIZE VARIES PER PLAN Q w/ MIN. (2) #5 VERTICALS > FILLED SOLID (SEE PLAN FOR W SIZE AND REINFORCEMENT) w U) BRICK PAVERS or B PER SLA 0'-0" FIN. FLR.� /—COMMUNITYSPECS //�%\//; •�/`�/`%`o`er / / / 1 (2) #5 CONT. —I I [=j I I ON 3" CHAIRS -4" (TYP.) 8" 1' 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 M . III 1=�1I I r1I17= o r A TYPICAL INTERIOR BEARING WALL w/ UPLIFT III G SCALE: 3/4"=1'-0" S3 a , 1. 1 VARIES a .. a 1AM A .. IAN A SEE A/S3/J/S6 FOR REINF. IN. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING I 8" MASONRY WALL EXTEND FILL CELLS = TO FOUNDATION PAD _E v CONT. FOOTING STEEL I I MAT REINFORCING. Z1 ' M 00 GRADE G U _ =1 1 .7 4 • �=ill= l Z ,L w o W I_ I_I_ a t_-Ili; III l- z FOOTING v I__I=- I= BEYOND PAD REINFORCEMENT --I I !=—I 1=I 1 1—" (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 r$ C) O -4 "` O CIO Oak fy� o,. _ _ cz 0- ,CL m C3. d) v> n '- .� U W a ')® d fro "C3 LL1 CV [V 0 fV M N p �e`�rj'•��GENS• ® �• No P 7S750 �' r :5� STATE OF 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 - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Wp 'ITE O M (0 b i CV J ON v J .a) � L5 LL C 5 n 00 x� `` I.LI N cnr-[-�� -wa a �mv � uivYi J LL u a 0 0 Z ��` y=�`o � C)NW N(0 LC O J W 05 rn a a Z 00, o a o W S2 0 N c o� �� z W U z N rl o g z z J a M � z W V 0 a--J LLJ —� O w g �N w U E all Uj ° I r l' U Q 0 — Qo N I� o � w M zo z Q E E B �0 w� ¢ s Z® ¢� w� CL XOCU 00 O°az N 0 WZ d C N 2 OY m o OLL W z �' m ¢ ° Q z z V) a�i S go r-LdZ w W U ao �- W Y zF 0 O- r z, a0 3 �O 0 L > (0 a� m NcD � r C'V M Co "I' N r N c0 V) CV m N 4-1 c Q Lo C0 r M ,— W M w N N Z6 N o Z z E N 0 M a E U � Q 0 r_ JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. S3 (MONO)