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V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. 1 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & , ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" N 6 x 6 W1.4 x W1.4 w/ R903.2, BUILDING CODE FLORIDADB METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER P ° SHINGLE ROOF, SHINGLES TO ° BE IN ACCORDANCE w/ ASTM _ - — °° C _ o D7158-CLASS G or H, or ASTM D3161-CLASS F, IN 12 ACCORDANCE w/ TABLE r NP•) VARIES Z R905.2.6.1, FLORIDA BUILDING -jl I CODE 7TH EDITION (2020) RESIDENTIAL 8„ ROOF SHEATHING - SEE INSULA rION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES 5/8" OR 1/2" HIGHS" 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 I INSULATION PER --� CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL—/J NAILER STD. 90-HOOK (SEE DETAIL -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 WL U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION r 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE c E t+ 00 6 MIL VAPOR BARRIER D — T COMP. SOIL. (COMPACTED TO 950— MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON 3"CHAIRS TYP. #5 REBAR CONT. 1'-4" (1 STORY) O STD. 90 HOOK (SEE 411 ORY) U.N.O. 1'-8" (2 ST DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS — % :T z M M •• �� 4 I' 00 SEE A/S3ORJ/S6i II I;, I „ I , IJF FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" 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"x6" "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"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10)10d NAILS iv 2x P.T. PLATE TYP. '� ASSUMED FINISHED ' GRADE Z MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 z_ NOTE: *FOR BEARING WALL W/ UPLIFT ONLY - - r., FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 WWF .. r GRADE I��I�II�II�11 11�1�� _ � • ' MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS f J 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 ►V � N i �V i �V I I I I I I I I I I I I 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 Y8" 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 GARAGE ABOVE) 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"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 7`0/16" 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 INCLUDE THE WALL @ 24" O.C.) 2" WWF 6 W1.4 x W1.4 ATTACHMENTS i2" � �� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH / WWF OR FIBERMESH ELEV. 4-3 1/2" z 31/2" MIN. i 31/2" MIN. A.F.F. O ° I 1 e . N — 31/2"(min.)-4" _ v ° q' _jF 1/2"(min.)-4" fill 00 31/2"(min. -4" — �7�31/2"(min.) 4'7-111-111. I' TTL — (2) #5 CONT. 41' 1T 1�,�T?�rTr $„ U.N.O. MIN. TYPICAL BEARING WALL C@ STEP V@ SHEARWALL j C "SHEAR WALL" SCALE: 3/4"=1'-0" S3 PAS• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M �OAo s INSULATION PER FBC AND ENERGY U FORM SUBMITTED WITH PERMIT / \ 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1U-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"' 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 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE #5 REINFORCING FIBERMESH 1 WEEP SCREED INSTALLED BAR ---�� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR p . o #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40ksi .D z N [GRADE 60 MIN F = 60ksi] M — �T}' -0 e • FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] y III D D ° — — bo 6 MIL VAPOR BARRIER — W -NZ#5 REINFORCING BAR R 17/8" � r � ..• o ° III —III COMP. SOIL. (COMPACTED TO I — 95% MODIFIED PROCTOR ASTM D1557)—rrr--; rT—rrr 4" 11 A11 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'-01, J CONT. BEAD SEALAN INTERIOR -3 1/2„ T • 74 v• ' CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e -1 - N M 6 MIL VAPOR BARRIER —I I 411 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �2-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. —INSULATION PER CHART ON FLOOR PLAN i CONT. BEAD SEALANT E 6x6W1.4xW1.4 WWF OR FIBERMESH Cl) -A ' I — 1 K S3 L — (2) #5 CONT. 4" 14 811 U.N.O. MIN.� TYPICAL BEARING WALL @ STEP CC ►�rr��r��? REINFORCING•1 HOOK #6 LAP SPLICE REBAR DETAILS rF FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20 2x4 P.T. PLATE lo � 7/ta" O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z O W � w J w 0 W w Cn U-0" FIN. FLR.A SCALE:3/4"=V-0" \ S3 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 p U a. A . a. LU I _ co (2) #5 CONT. =1 IFILIJ ON 3" CHAIRS 11 / (TYP.) 81' -Y" 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 a WWF OR FIBERMESH �, E °. p. 1i TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3!4"=1'-0° S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH FOR TRUSS CONNECTION INFO ° & LAYOUT DESIGN o - SEE ROOF PLAN 00 -- �. A. ° a A c7 c 1 FOR STRUCTURAL r t — •1 BEAM SIZE & N c CONNECTION INFO -2x4 #2 SYP P.T. FRAMING w/ - — MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 7 g" ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL -SEE PLAN FOR STRUCTURAL SLAB INFORMATION. COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS nn S G D M -SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND I I w/ 1!4"0" TAPCONS AT 8" O.C. PAD FOOTING I I -TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS ,c TO FOUNDATION PAD E d SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. t ' VARIES PER PLAN Cl) -SIZE w/ MIN. (2) #5 VERTICALS ooGRADE FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) z = _, • LU w -BRICK PAVERS or SLAB PER p o v • •' • • z COMMUNITY SPECS " - - w -- ' '' .• . 1 FOOTING v BEYOND PAD REINFORCEMENT—/3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 cry N Q N 00 ® ,_ d -" o . 5 u�- Ct 1:1 ..vo r,:.... CV CV 0 CV ,�,taaat}ssari'ars •�\, � ICJ �=' lz•, N P L7-0 N t; e k •. S T r, i E 4� 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. W ` 0 g s Li y ��N� 0 s 0 ��IZ� � I» yr04M0 # LL Q JLLLL LL W IL Z m c M o- 4 0 0 (V 02 W M m us= oo CN NZQJ Z N o V U W ❑❑ 04 M N z co z z N z E -J � � a U 0 w S to c N �N U � ® W J ( I �® t in C o s�o o �w Z LL <N v EEp °14� �_ ° 0° E a�°Z z N� ¢� a �% a_ ra N Cy m2 O Ow z _ v� m aw Z,Z Fp a0 C p a NIt W U ado �t yz =3 o w .o C> ar 'S V zIa ,o > LO m CN r Co O M = 0 C:) Lo CT N '- 1 0 o 00 m ' J N T O CN �- N ,`/off CD C� C .0 Q r 1 LLO T o z E O '° m E c C I1 U Q p 3 JOB NO: 22-11668-11666 SCALE : AS NOTED SHEET NO. S3 (MONO)