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3 N M _ >U v C Cr 0 N N I rn N 0 LO N i N i CN CN 1,10 - to Cr M v C cn 0 0 N tV I rn cV J LO I O cV CD i N v Cr Q 01 C H Q N O i v a E 0 CU E 0 _ 0 C J a 0 v J LZ Io N O Cr)CN 00 v r� 0 CV O 0 00 v 0 w 0 rr w _ M Cn v /-2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1Y-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 & . 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 Q w/ R903.2, FLORIDA BUILDING CODE COMPONENTS ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl B 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM - — — °' 1=1I1=1I1=1I I ° I ,Ti�III-III—' D7158-CLASS G or H, or ASTM 1=1�_�=1 I= P • 1= 11=1 I I-1 {=� D3161-CLASS F, IN ' I=1 I —I I 1=1 ° — — —_ 12 ACCORDANCE w/ TABLE " -,— I . III I 1=1 I =1 I 1=1 1= 1=1 1= — I I �I I' (TYP.) R905.2.6.1, FLORIDA BUILDING —� I I=1 I F=1 I I = I I� VARIES CODE 7TH EDITION (2020) _I 11 �T Il (II I I I II i it I =1 RESIDENTIAL 8 ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGH--- 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 INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GIG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 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 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 w a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH"DECO FINISH 4" to 6" BELOW GRADE T 1T-I 00 6 MIL VAPOR I II I D I I —I I t z BARRIER D. 4 11 N —I.' D : 1 COMP. SOIL. I ° (COMPACTED TO 95% 1 1' 11 LI111 I 1 1 1 MODIFIED PROCTOR ASTM D1557) MIN. CLR. (2) #5 REBAR CONT,_/3" ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. I I 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS, 2x P.T. PLATE TYP ,- ASSUMED FINISHED ' GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 - z_ NOTE: FOR BEARING WALL N T W/ UPLIFT ONLY __ FRAME WALL TO C.M.U. WALL CONNECTION , rD l SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" d ° 'v GRADE 00 — • — (1) #5 REBAR w/ OPT. T=1 11=1 11=1 11= 11= I I I i= I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 1 O.H.D. RECESS z 13 O.H.D. RECESS M I=T I _I ��TI °° —III==� :. °.. 4 60 1= _ ..a III �II 111=I1 .�.•. II I .I � F ,IIh SEE A/S3 OR J/S6--�i! Il l t l 11 �,lil I , l 1. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 FOR REINF. INFO. " MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST 2RY) GARAGE DOOR SLAB RECESS ri 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0"(R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I l l 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 s 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 GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE 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"°0/16" 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"x10' 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/ 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. 0'-0" (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 x INCLUDE THE WALL x x @ 24" O.C.) 2" 6 W1.4 W1.4 ATTACHMENTS i�" �� 6 6 W1.4 W1.4 WWF OR FIBERMESH / WWF OR FIBERMESH ELEV. 4-3 1/2" z 31/2" MIN. 31/2" MIN. \ A.F.F. o D , II—=I1131/2"(min.)-4" D q 1/2"(min.)-4" 00 00 3 1/2"(min. 4" � 1 I I ° • —I I 1 I I —I I I— 31/2"(min.) - 4" 1�T=lTI � _ � ems" =1 I I III —I I I- -1 I I�.I I I f 11T�.111=ITI Tf-�-I IZ 1� (2) #5 CONT.I 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL I@ STEP (@ SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY SCALE: 3/4"=1'-0" N� (2) #5 CONT. 14 I ICI ICI I ITfll 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR F BOLTS 6" MAX FROM o END OF 2 x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � P -7-- 0. Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a a T e D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a =1 1=1 I=1 I In 25" MIN. LAP [30" MIN. LAP] ¢ — — — — ao w 6 MIL VAPOR BARRIER I ° I �—� _� _ z T #5 REINFORCING BAR R 1 7/8 I I1jI='}11If�1Tf 1111Li11I T #5 LAP SPLICE 111 I11 COMP. SOIL. (COMPACTED TO I I I ° ° I — 95% MODIFIED PROCTOR ASTM ' �_ I TI (—T I= I I�I I= D1557) 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/(10) 10d NAILS @ EA. STUD 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 0101, J CONT. BEAD SEALk hi INTERIOR 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 _ 44 00 E: co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"= V-0" 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 6x6W1.4xW1.4 N WWF OR FIBERMESH . d" . 1 K S3 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR � _ _ &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURALr BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE w SEE PLAN FOR STRUCTURAL o SEE DETAIL 16/D1 FOR w w COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN a w/ MIN. (2) #5 VERTICALS > FILLED SOLID (SEE PLAN FOR LU w SIZE AND REINFORCEMENT) o w BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. - _ — _ COMMUNITY SPECS (2) #5 CONT. =III, ON 3" CHAIR (TYP.) S L8" V-4" 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 I �I 11=L I I III — III —III —I ' r 811 TYPICAL INTERIOR BEARING WALL w/ UPLIFT ("G SCALE: 3!4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� F WWF OR FIBERMESH d rt' E SEE A/S3/J/S6 I 8" l FOR REINF. INFO. J OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. M SCALE:3/4"=V-0" S3 I MASONRY WALL AND PAD FOOTING I I 8" MASONRY WALL I I I EXTEND FILL CELLS c� I I TO FOUNDATION PAD _9 CONT. FOOTING STEEL I I MAT REINFORCING. r ' Cl) 00 GRADE 0 • J- w On�� • • • • = zz LL U) "tea FOOTING v BEYOND PAD REINFORCEMENT-1 CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 tiCD CD Zz CP � u•� rc .r a c CM �.M A N �- o a M cli 0 N 00 CV 0 �4.va 3 Al 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 Englnee s signature and seal. xr o N V C, ti i' r C, N O C' C, ' <00 O '5 In co 0)# LL N rn0404 ra LL w w �[ � jl APQ d (0U LL J Z (� O z m c °' o � t w ox o CO o °' Q W cono x O w IL r' O U ❑❑❑ Z z N M 0 00 Q r M � � o +-J LU O—� w o c N C) o CL U' o w M M J m 1 o Z Z � LL E ce E j zo os wz ym a� Da I— r® x 00 CO m c az 0r mo o � om �w p ¢ a g Z O U now co T a z w <o o� �G s� w< ;o M v " F 0. 0 3 r= o r .N > 00 ai m N co co r CV N Ln N V `_ Cr 6 00 0 U) m T r ,-- CN N p L0 <� 00 r j (6 Z E T c a Co t� Q JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. S3 (MONO)