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1 ■ ' 1 1 1 IIC 1"1+I11 - 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 „ „ (OR / GYP. TYPE X„ @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) GARAGE W/A HABITABLE ROOM GARAGE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" 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 1!2" CDX PLYWOOD OR 7l16" O.S.B. (12)10d NAILS FOR UNDERLAYMENT @16" O.C. W/ (2) 10--0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/810 x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2 GYP. WB (MIN.) @GARAGE SIDE IF z INDICATED ON THE PLAN. ATTACH (ALT:1/2' 12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. — 3/8 MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND 12" O.C. FIELD O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C. ) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. " " " 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 0/C & E SLAB & BLOCK @ @ "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N .- 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) Cl) ELEV. U-0" ALT: 1/2"xl2" TITEN HD 24" 2x P.T. BOTTOM PLATE ( @ REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 o ° SHINGLE ROOF, SHINGLES TO _ a . ,wir @ 24" O.C.) 2° WWF OR FIBERMESH ESH ATTACHMENTS 2" CHMEN S WWF OR FIBERMESH ESH BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM•-•I° — ELEV. -0'-31/2" z31/2" MIN. "31/2" MIN. CLASS F, IN �� — 2x4CONT. A.F.F. O°D3161 " � 12 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING I I I II' — — I I �lll I — I— I I I - o `4 - 1/2"(min.)-4" � O0 � 0 ° JL °o 1/2"(min.)-4" (TYP.) VARIES I _I I�r I I I j GARAGE DEPTH VARIES 7 � 31/2"(min. - 4" - m „, 31/2"(min. ) - 4",- CODE 7TH EDITION (2020) I ► I RESIDENTIAL 811 ROOF SHEATHING - SEE - INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4., 1'-4" 81, (2)#5CONT. 4" '-4' 8" FRAMING SHEET FOR SHEATHING AND FASTENERS WALL W/ OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLrc U.N.O. • 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: 3/4 -1-0 S3 ��_ �- �� SCALE: 3/4 -1 0 S3 5/8" OR 1/2" HIGH ALUMINUM DRIP EDGE STRENGTH CEILINGBOARD ER CODE OR 5/8" ALUMINUM FASCIA coN��N�°��t GYP. TYPE'I @ GARAGE �\�oSEGUP W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING Qcs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/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 16" CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. STUDS @ O/C M�N�MJ�S ,G 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY N�\N 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1 x P.T. STUD " 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: SEE SECTION C/S3 FOR 10'-0" R302.11) ( PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING INTERVALS VALE(R302N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 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 SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) „ „ TYPES MORTAR BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH 'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN, TENSION 2600#) w/ (10) 10d NAILS - SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR F BOLTS 6 MAX FROM " - -, 6 x 6 W1.4 x W1.4 C — r n'P• 2x P.T. PLATE .� PER MFR INSTRUCTIONS w o END OF 2 x PLATE WWF OR FIBERMESH E 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED E #3 OR #4 REINFORCING BAR v e ° s : GRADE°D GRADE #3 $ #4 LAP SPLICE[GRADE 40 MIN. Fy740ksi, �1!2" GYPSUM WALLBOARD U.N.O. N FILL (1) #5 VERT. I LL MONO OR STEMWALL z Cl)n A FINISH GRADE � 25" MIN. LAP 30" MIN. LAP [ I 60 MIN. Fya g D 4 —r- CELLS (SEE FOOTING MONO SHOWN = w w ' ° FOUNDATION PLAN FOR CLARITY � 6 MIL VAPOR BARRIER C ° ° � R 1 7/8' FOR LOCATIONS) - _ 1 �, z #5 REINFORCING BAR _ — 1x4 P.T. BASE NAILER 4"1 INSPECTION • ° — — '- #5 LAP SPLICE (2) #5 CONT.— 31/4" BASEBOARD AT EACH NOTE: NOTE: "FOR BEARING WALL iv COMP. SOIL. (COMPACTED TO — n e . 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS ON 3" g• 1#4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM — 10" MIN. 2500 PSI CONC. SLAB IMAY VARY PER M AT GARAGE CONTRACTOR U) - D1557) 4 1'4„ — #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY.MIN TO CUT BLOCK OR POUR CURB DUE TOSLOPETYPICAL #6 LAP SPLICE INTERIOR BEARING CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS(**"F� WALL W/ UPLIFT(G� "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE ��_ _ �� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314 -1 0 ��3� SEE TYP. WALL SECTION FOR ADDITIONAL "_ �_ �� SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. E u P °e Z_ 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ° 31l2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR a -- _ = z_ �- min. 4 �� 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER t D 1 m ° _ v " GRADE AT 24" O.C. MAX. SEE PLAN FOR * * * * * ON INFO ; ° COMP. SOIL. ° T a •' — TOP OF BEAM & LAYOUTCONNECTIDESIGN ' ( COMPACTED TO 95% _ — — -FASEP:NCLOSURE_ ' T III (1) #5 REBAR w/ OPT. SEE ROOF PLAN _ ^ — coo c ° a. ° d ° -- MODIFIED PROCTOR -11 I (2) HTS20 FOR STRUCTURAL r `' ci ASTM D1557) _ ( BEAM SIZE & N41 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) I I 4a CONNECTION INFO CN c+> _ •. .' d' . ON 3" CHAIRS TYP. 4^ 1'-8" (2 STORY) STD. 90 HOOK (SEE DETAIL) MIN. 2*a P.r. U.N.O. PLATE 2x4 #2 SYP P.T. FRAMING w/ _ rL �r,s" MIN O.S.B. SHEATHING SEE A/S3/J/S6 8 '� TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE o.s.e. zo CHED PER NAILING FOR REINF. INFO. �� _ SCALE: 3/4 -1-0' S3 SCALE: 3/4"=1'-0" S3 w Q SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q � SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/2" FROM SLAB o � CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0� �_0�� J CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND :.. • : .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT ^ A. d : 31/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS _€ �' GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS z r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS = EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. _ TO FOUNDATION PAD r ^ :� ; :.; :. ' .. '. " STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' :.. Q. • _ •" . '' ;. ' ' _ _ PLATE TO CONCRETE ON FLOOR PLAN w _ SIZE VARIES PER PLAN M � GRADE (MIN SHEAR 180 � # MIN CONT BEAD SEALANT � w w/ MIN. (2) #5 VERTICALS 4.. — .. .. ; • e; I TENSION 120#) CONCRETE SLAB = E FILLED SOLID (SEE PLAN FOR r I. 4" _ m = 6 x 6 W1.4 x W1.4 `1 '" SIZE AND REINFORCEMENT ) UJI G7 • '.: I I •.: __ WWF OR FIBERMESH M L 9 a w w U • —_ I E — ° BRICK PAVERS or SLAB PER o L `n `L • • • • z • 1 I I ILI 11, I M 6 MIL VAPOR — 0'-0" FIN. FLR. COMMUNITY SPECS w SEE A/S3 OR J/S6 T SEE A/S3 OR J/S6 • —KWR I FOOTING J v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER BEYOND (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) �- :: ti .. r. ; • ,' ..' PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN. CLEARANCE 1' 8" (2 STOR) V-8" (2 ST RY) „ ,� 4 4 �•y ••• `.° '. SEE FOUNDATION cork. PAD INFO. FOOTING WIDTH .•. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12NNN PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SCALE:3l4'= T-0 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 13 �9 N 0 N Q o _ cm CL M C 3 C 4 O y •y � C'V .0 Q CV CU C,c Cr a 3 3 M `O ar m .o Q E o a Lj M N 0 N N C .y 1� 'fit `. .,. �,. .. _:.- �. •'`.;_. 10 To the best of the Engineer's knowledge, information and belief, the structure) plans and specificat ons 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. a E o g8 C'4 co 0 `' cc uJ t- r, T ," MM Q (h V % LL C LL J W � U. LL 55 a Z 0 (ac� a 4 W �m 0 - °o Z ILW °� m w � MZ a � j VZ N OU 0 N W ❑❑ Z N (o z Q J z Q � U 0 w s N c Y �N ® E m I _ £ - C) • m Ypp Q o w cMi z ` z a LL E i o '° a E ?® O C E O U U IU 01 01 Z O a� Cj>,�o _ m0 o� Zz Z 03 mg J NU m b ¢w z 0 o o 5 0 W f/� �„ �i az m w o yLL w< 25 ;o M H zla 00 3 00 �O = L6 0 a� 0 T co LOi CN .-. � N a L0 N Q (�j e CN m }� O LO � a-+ O � � m Lin L17 C) C14 E i N o Z 3 CN N IL E U Q p JOB NO: 23-04652 SCALE : AS NOTED SHEET NO. S3 (MONO)