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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
<br />(U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />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.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O.
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10-4- (R302.11) -- - - -- - - -- - — - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 7*016" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />FOR REQUIREMENTS
<br />E E INDICATED ON THE PLAN. ATTACH ALT: 1/2"x12" TITEN HD 24"
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF _ _ _ ( @
<br />APPLICABLE. - SIHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR
<br />4 O.C. BOUNDARIES, 6 O.C. NSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN
<br />PRE ENGINEERED WOOD 3/8" MORTAR BETWEEN °� @ @ 24 O.C,)
<br />TRUSS 24" O.C. U.N.O. „ EDGES, AND @ 12" O.C. @FIELD „
<br />@ 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24' O/C & ,� SLAB & BLOCK SIMILAR AT FOUNDATION ONLY
<br />HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE - - - - --- - „„ „ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS
<br />IL
<br />ROOF FLASHING AND ROOF FLASHING @ _ = 5/8 x 10 J BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
<br />COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED,) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r 2" 016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `, ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />w/ R903.2, FLORIDA BUILDING CODE __
<br />0 5/8"x10' WE
<br />7TH EDITION 2020 RESIDENTIAL MOISTURE BARRIER � o � ° O.C. R DGE ANCHOR INCLUDE THE WALL
<br />( ) � � A.F.F. @24"0C 2„ x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4
<br />CHMEN S
<br />SHINGLE ROOF, SHINGLES TO a .� o = - C7 ') WWF OR FIBERMESH WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ ASTM_ 0° I I `� ELEV-0'-31/2" z 31/2"MIN. 31/2" MIN.
<br />D7158-CLASS G or H, or ASTM I T II — ;0L_j=1
<br />(T D3161-CLASS F, IN — I' 2x4 CONT. AF.F. p 12 ACCORDANCE w/ TABLE I I o ° ° 1/2"(min- 4" n T 1/2"(min)- 4"(NP') VARIES R905.2.6.1, FLORIDA BUILDING — _ I `� _ — GARAGE DEPTH VARIES 31/2"(min. - 4" a 31/2"(min.) - 4CODE 7TH EDITION (2020) 8" t I I I I I I ' _
<br />RESIDENTIAL 7N;79'
<br />ROOF SHEATHING -SEE - �LIN L I N LE (2) #5 C„ (2) #5 CONT. 4 ILA g
<br />su 0 SCHEDULE TYPICAL INTERIOR BEARINGK"B�
<br />4 1-4 $
<br />FRAMING SHEET FORU.N.O. MIN.U.N.O. •
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP SHEARWALLK*�C� TYPICAL BEARING WALL a@ STEPrcC
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3
<br />5/8" OR 1/2" HIGH ALUMINUM DRIP
<br />STRENGTHCEILINGEDGE
<br />BOARD PER CODE (OR 5/8" ALUMINUM FASCIA coNcoP�`�
<br />GYP. TYPE X @ GARAGE 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs ��Eo
<br />W/A HABITABLE ROOM 12 N.O.
<br />ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />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.
<br />CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN
<br />2x BLOCKING HORIZONTALLY@
<br />INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M,U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING
<br />2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10-4- (R302.11)
<br />CHART ON FLOOR FILLED SOLID W/GROUT 1 "x P.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR
<br />PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />10-4- (R302.11)
<br />1x2 P.T. HORIZONTAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />$" C.M.U. TYPICAL CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10)
<br />NAILER G/S3 FOR ANCHOR ,,, „ „ „ „ "" METAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. SIDE IF APPLICABLE.
<br />5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16" 10d NAILS
<br />STD. 90-HOOK (SEE DETAIL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 "
<br />„ 24' O.C. VERT. OR @
<br />TYPE S MORTAR (IF NO UP LIFT ON @ 2x P.T. PLATE
<br />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 O.C. , I EMBEDMENT (MIN. SHEAR
<br />*SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#)
<br />2X PT PLATE #5 REINFORCING BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4
<br />SPACED EVENLY FIBERMESH BAR uq, END OF 2" x PLATE WWF OR FIBERMESH N E
<br />ARCHITECTURAL w/ (10)10d NAILS iv 2x P.T. PLATE WEEP SCREED INSTALLED o v
<br />FINISH TYP. CE PER MFR INSTRUCTIONS
<br />1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED E #3 OR #4 REINFORCING BAR v t+ e
<br />! t = a n , > GRADE 40 MIN. Fy= 40I i zi e
<br />GRADE ` ° = z #3 & #4 LAP SPLICE rn
<br />1/2 GYPSUM WALLBOARD �- D FINISH GRADE O0 2 [GRADE 60 MIN. Fy= 60ksi]
<br />U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL z �•, > >, 25" MIN. LAP [30" MIN. LAP] :5
<br />W ° Tr CELLS(SEE FOOTING MONO SHOWN
<br />FOUNDATION PLAN FOR CLARITY oO 6 MIL VAPOR BARRIER ;. ° 0O (n _
<br />FOR LOCATIONS) - � III N z #5 REINFORCING BAR R 1 7/8 —
<br />1x4 P.T. BASE NAILER
<br />„ 4'x4 INSPECTION i l i'NOTE:I � � � i� I � I�, i g � � � � — — � T � #5 LAP SPLICE (2) #5 CONT.
<br />, „ r Ii �i
<br />7
<br />- - iv _ p ° — 111 II 36"MIN. LAP [36"MIN. LAP] ON 3"CHAIRS „ „ „
<br />31/4 BASEBOARD PORT AT EACH *FOR BEARING WALL COMP. SOIL. (COMPACTED TO g 1-4 g
<br />FILLED CELL TYPICAL W/ UPLIFT ONLY 95%MODIFIED PROCTOR ASTM _ —3 W—T
<br />.� 10" (TYP')
<br />MIN. 2500 PSI CONC. SLAB �.� AT GARAGE CONTRACTOR D1557)
<br />MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />- - _ #6 LAP SPLICE
<br />CURB DUE TO SLOPE TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/ 6X6
<br />d
<br />NOTE:EXTENDF FRAME ALTO C.M.U. W CONNECTION rE REBAR DETAILSW1.4XW1.4wwFOR AME W L ALL C D TYPICAL EXTERIOR FRAME WALL FOOTINGWALL w/ UPLIFT
<br />DECO FINISH 4" to 6 G
<br />"FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4,70" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0"
<br />.0 SLAB INFORMATION. SLAB INFORMATION. S3
<br />w , , i' r, • a Z_
<br />�M � — — ° I A � 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x W1.4
<br />° 'Q 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w! (3)SEE WWF OR FIBERMESH
<br />6 MIL VAPOR o — = Z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUOSS LAN S.G.D. (U.N.O.)
<br />BARRIER c .f p . 1 = a a o GRADE SEE PLAN FOR T 24" O.C. MAX. a CONNECTION INFO 4
<br />& LAYOUT DESIGN o a
<br />COMP. SOIL. ° °O ! TOP OF BEAM
<br />COMPACTED TO 95% — EEO.a I I I I I —I a +' " a r
<br />( Lii _ (1) #5 REBAR w/ OPT, SEE ROOF PLAN c_ a ' A
<br />MODIFIED PROCTOR — — — _ S EEN ENCLOSURE - —
<br />' IL`� (2) HTS20 FOR STRUCTURAL � E _ M '�
<br />ASTM D1557) " - I- I BEAM SIZE &
<br />3" MIN. CLR. I I a a
<br />CONNECTION INFO M - 8
<br />(2) #5 REBAR CONT. 4" .
<br />ON 3" CHAIRS TYP. V-4" (1 STORY) STD. IL HOOK (SEE MIN. MPT 2x4 #2 SYP P.T. FRAMING w/
<br />U.N.O. 4° 1'-8" (2 STORY) DETAIL)
<br />7,s PLATE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 7 g
<br />TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L o.s.s. FOR REINF. INFO.
<br />z ATTACHED PER NAILING
<br />SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0° S3
<br />SCHEDULE OPTION #
<br />1/2" GYP. BD.0 ¢ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />COLUMN LOCATION Q >
<br />P.T. 2x > � SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />HOLD GYP. BD. g w COLUMN SIZE AND BASE
<br />1/2" FROM SLAB Ei U.1 CONNECTION INFO. SLAB STEP 8t RECESS S.G.D. M
<br />OPT: DEPRESS SLAB 5 Yz
<br />0'-0" J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3
<br />DEEP AND 6" BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND a INTERIOR @ "
<br />DOOR TO RECEIVE 2X STUDS 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY EXPANSION JOINT A. , -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND
<br />CONCRETE SLAB 14" 13' COLUMN TO PORCH GARAGE ATTACHMENTS & 18/D1 L AT 8" O.C.
<br />PAVERS O.H.D. RECESS � z O.H.D. RECESS •� d. PAD FOOTING
<br />1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL --
<br />CONCRETE NAILS W 1 1/2 ATTACHMENTS EXTEND FILL CELLS ='
<br />`n EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD
<br />• . • :: •` .. STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. '
<br />+ r �'' '' — PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN M
<br />c °o GRADE
<br />:.: • ;a I ry.' ° — I I MIN SHEAR 1 #MIN CONT. BEAD SEALANT � w/ MIN. 2 #5 VERTICALS = z
<br />4" oo •• TENSION 120# CONCRETE SLAB E FILLED SOLID (SEE PLAN FOR
<br />4„ = 6 x 6 W1.4 x W1.4 N g w SIZE AND REINFORCEMENT) Cs • "
<br />+;. ' I — •. _ �_ m WWF OR FIBERMESH M LU w o �
<br />•y °Q E = A* O W fn Ui = • • • • Z
<br />BRICK PAVERS or SLAB PER pLL
<br />—litrl
<br />U ch
<br />MM CO UNITY SPECS
<br />SEE AIS3 OR J/S6 SEE AIS3 OR JlS6 — — — — 0 -0 FIN. FLR.
<br />I I I � l M BARRIER ER 6 MIL OR �— I I, � I I � � I I, '� I I I, i FOOTING �
<br />FOR REINF, INFO. 3" MIN, CLEARANCE FOR REINF. INFO. ( 3'IMIN, CLEARANCE I Tf� BEYOND
<br />PAD (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) •.M SEE FOUNDATION (SEE SCHEDULE)
<br />ENT FOOTING 3" MIN. CLEARANCE
<br />1' 8" (2 STOR) V-8„ (2 ST RY) 4" 4" v CONC.PADINFO. TICH WIDTH
<br />=Z4
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. SS SCALE: 3/4"=1'-0" S3 SCALE:9„"-,'-0" S3
<br />SCALE: N.T.S.
<br />ADDITIONAL INFORMATION. ADDITIONAL INFORMATION.
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<br />To the best of the Engineers knowledge, Information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Resldentiel 7th Edition. Engineers signature and seal Is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />NO: 22-02368
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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