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Si 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 ---- I I 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 .) (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. 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 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT " 10'-0" (R302.11) @16 O.C. W/ 2 16d TOENAILS T & B -� -- - -� �- - _ - �- - _ SHEATHING RED D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) „° „ „ „ 5/8 x 10" J BOLT @ 24 O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF -- - - INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. z ;a• - - - - 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN „ 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 & SLAB & BLOCK EDGES, AND @ 12 O.C. @FIELD „ SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 •i - - - _ - - _ - _ r „° „„ „ SIMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) SIMPSON SP1 wl (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH " - ``' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION 2020 RESIDENTIAL ( ) MOISTURE BARRIEROIL A.F.F. O.C. 10 WEDGE ANCHORINCLUDE OC OR 2„ x6W1.4xW1.4 �� IN U ET L �� 6x6W1.4xW1.4 ° ° f:: SHINGLE ROOF, SHINGLES TO - c7 @ 24 O.C.) WWF OR FIBERMESH TTA ATTACHMENTS 2 A � WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM t; - -D 4 ELEV.-0'-31/2" z 31/2 MIN. 31/2 MIN. JD7158-CLASS G or H, or ASTM F, IN e - - -Ji 2x4 CONT. A.F.F. OD3161-CLASS w12 ACCORDANCE w/ TABLE SA I o e - 31/2"(min.)-4" °r q _ - 1/2"(min.)- 4"(TYP.) 1VARIES R905.2.6.1, FLORIDA BUILDING 7TH EDITION (2020) - -I _ - I ILoo GARAGE DEPTH VARIES - _ ° • r 31/2"(min. - 4" - °O,-. ,, •-_CODE 31 /2"(min.)- 4" - y'RESIDENTIAL - - -� INSU ION LE ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. — „ 4 1 8 4 .4 V. (2) #5 CONT. „ FRAMING SHEET FORU.N.O. MI SHEATHING AND FASTENERS WALL W/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLK"�C TYPICAL BEARING WALL @STEPrcC ELEV. VARIES — SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 „ „ „ ,- " SHEAR WALL SCALE: 3l4 -1 0 S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE �\N�°�s � BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA coN GYP. TYPE @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Pcs t \Eos� 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 STUDS @ 16" O/C X, 5 CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M� b \� 1N50 8"x8"X16" KNOCK -OUT KNOCK-OUT 6" N LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY @ INSULATION PER BLOCK CONT. EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT I I 1"x P.T. STUD BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT, IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR c� G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. I 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8 THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK SEE DETAIL ( ) TYPE "S" MORTAR I I (IF NO UP LIFT ON „ @ 24 O.C. VERT. OR PLATE WASHER TYPICAL 5/8 DIA. EXPANSION BOLT 24 „ @ 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 I *SIMPSON SP1 I I (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 3500#, MIN. TENSION 2600# ) SPACE ANCHOR ARCHITECTURAL w/ 10 10d NAILS ( ) €., SPACED EVENLY 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a o BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N �� " • E END OF 2 x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING @ 24" O.C. FINISH nrp r- I I ASSUMED FINISHED .. E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR r ° ° GRADE �, — — °-0— ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy- 40ksi a '� a ? 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL e ' c� - - -0 ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP 30" MIN. LAP [ ] D I CELLS (SEE FOOTING MONO SHOWN °O - -_ -_ L Li ° FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY 6 MIL VAPOR BARRIER C e. ° � #5 REINFORCING BAR R 1 7/8" `" _ I T I 1x4 P.T. BASE NAILER '- #5 LAP SPLICE I 4 x4 INSPECTION NOTE: • ��77 31/4" BASEBOARD PORT AT EACH * FOR BEARING WALL III ° "' ° COMP. SOIL. COMPACTED TO ° ( - L 36"MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY - - -- = C _ 95% MODIFIED PROCTOR ASTM - __ - DTI 10" (TYP.) CY, AT GARAGE CONTRACTOR i' -_ -! D1557) - �Ti Tn TTT m #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER MUNICIPALITY. TO CUT BLOCK OR POUR - _- - I; � 4" 1'-4" #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE , CONCRETE SLAB W/6X6 W1AXW1.4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: „_ �_ „ 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL �_ _ SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 E SLAB INFORMATION. SLAB INFORMATION. — — _ — N - e° s Z 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ° o0 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR - Z �- min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS f BARRIER D p 1 ° av GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO �' ° :. COMP. SOIL. ° - r co - ! - -_ - - - TOP OF BEAM & LAYOUT DESIGN ° (COMPACTED TO 95% I _ = ° (1) #5 REBAR w/ OPT. SEE ROOF PLAN cap C_ ° MODIFIED PROCTOR S E ENCLOSURE (2) HTS20 FOR STRUCTURAL E _ Trrr� - ASTM D1557) - -TT BEAM SIZE & N c 3" MIN. CLR. CONNECTION INFO ° (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 NOOK (SEE 4' t • ON 3" CHAIRS TYP. „ 1-8 2 STORY U.N.O. 4 ( ) DETAIL) MIN. 2x4 i 2x4 #2 SYP P.T. FRAMING w/ - PLATE ins MIN O.S.B. SHEATHING SEE A/S3/J/S6 8" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL o.s.e. Z ATTACHED PER NAILING CH FOR REINF. INFO, SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w 0 ¢ SCHEDULE OPTION #1 > SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. , BD. H2" w COLUMN SIZE AND BASE rm „ FROM 1/2" FROM SLAB o w � CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0�_0 J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • . • ' 2X STUDS 24 O.C. U.N.O. INTERIOR @ ° SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ^ °' 4 . -3 1/2" COLUMN PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS 13' O.H.D. RECESS ' - •` GARAGE E ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z ;IV=' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I ^ CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS i s co_r EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD � • V • ' y ..: -�= j-- STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFt:jORCING. `' ' ;. ';. • :,. _ I M . PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M ? GRADE -� ,:. .;' - •� -�_- .•' �. y'; _� (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS _ ::..• '. 4" °Q _ — ;' : ' oQ TENSION 120#) CONCRETE SLAB E > J FILLED SOLID (SEE PLAN FOR 4„ r r 6 x 6 Wl A x W1.4 %I °' w SIZE AND REINFORCEMENT) O • t:. .,' .:,'' *. •,. :.' ^ . c T WWF OR FIBERMESH M o w o ! w - r CN BRICK PAVERS or SLAB PER 80 z Q . _ M 6 MIL VAPOR 0'-0" FIN. FLR. _ _ _ _ _ _ COMMUNITY SPECS _ - N _ wBARRIERI SEE A/S3 OR J/S6 I , , , I SEE A/S3 OR J/S6 - I I I -I I I I K FOOTING FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 9-T - — BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) —I I I I 1- : ' _.r.: ;; ..' `' • • '.. •'� PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" (2 STOR) 1'-8" (2 ST RY) 4 4' " : �•'� % SEE FOUNDATION coac. PAo INFO. FOOTING WIDTH r' SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 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"=V-0" S3 SCALE: 3/6'=T-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. _0 cV W � O N Cl .- O M h tL �__• _fi 4—�' 'Y (� r Q (D CC w O 0 U .:. ' CL W CV O CV O Mo % LC W .......... 0''E*-*%0 V � . 750j•No P 7 1� •. STATE_ OF 'I 41 S •''� i��e /0 N.,", 'rtl::a6till" 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. a n o $ _j V N 6 Ol # LL O 7 d: NMQV a LL LL d Z �i, °` ANC 0' O 1) L= aN c4Z KN O U_j (n = OU ❑❑❑ W CD z � z a N M N z 4 -+ •U� OW N c d U U � c 0 r` co E E W =_o Q 8 aff Wi Oa op E N E170 o� o ro � °dc U 0 oz z z�� yJ ✓=io Q2 WCLZ J C O 0 ai CG M T' N LO 60 U) m N ate-+ C�tO OLO LO C,O T E W Z W E T c a v _j Q o JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. S3 (MONO)