39906 Harmon Grove Ct - Laserfiche WebLink

Browse Search

8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1E REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE.v 3/8" MORTAR BETWEEN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & = SLAB & BLOCK ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E _ COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x WII A N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) M WWF OR FIBERMESH M 1�� ELEV. 01-0 ,� 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F.`r D ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G H, ASTM "-� =1I I —I I I—I11 11== ° °°ELEV. -0'-31/2" or or 1=III—III=1 I=� i=1 I I=1 �I I=1 ° ° ° ° D3161-CLASS F, IN ' 1=1I III —I — —_ I ° ° ° ° ° ° 2x4 CONT. ° ° A.F.F. O 12 ACCORDANCE w/ TABLE ' I =1 I=I I �LI=III=1 I I=1 I L�1 11=I I I —I I' ° ° 4 ° - (TYP. VARIES R905.2.6.1 FLORIDA BUILDING Q ° ° GARAGE DEPTH VARIES ° CODE 7TH EDITION (2020) i r_� I 1=1 I III I i I 8 ; RESIDENTIAL ROOF SHEATHING -SEE INSu ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP rB ` ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 — 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE ��N�dos BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA ccN co�'�� GYP. TYPE @ GARAGE �Eos� W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING '? 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. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C U 10 M �,3o s 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY� 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: 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN P.T. HORIZONTAL 1x2NAILER = #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10-0 (R302.11) " 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR5/8" 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. STD. 90-HOOK (SEE DETAIL) TYPE "S" BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR x W S BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ MORTAR (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 *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 3500#, MIN. TENSION 2600# ) SPACE ANCHOFR R ARCHITECTURAL SPACED EVENLY w! (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR ^ 6" M FINISH �'P 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2'BOLTS PLATEAX WWFWWF OR FIBERMESH , E 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED GRADE E ;I D D ' D z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE � GRADE4oMIN. Fy=40ksi D ° p. ° 1!2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° ? 0 SHOWN ° o ° �' '' M — — -0 D .I I �= I . FINISH GRADE °O 00 26"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksij w I —III —I I 1—I I 1 I D III IJ�=1 I I —I I h ' 1=1 I —I D • (� 1=T FOUNDATION PLAN FOR LOCATIONS) °� _ co FFOOTING OR CLARITY o I=1 I= = (= =I =I-1 6 MIL VAPOR BARRIER D ° ° 1=19 7 1 � I = T z #5 REINFORCING BAR n R 1 7/8 — -• —I 1x4 P.T. BASE NAILER p p ° ° � —III— � —I � —) � —III- � ti - D _—=_ _ T I � �— I 1 �) I� #5 LAP SPLICE 4"x4" INSPECTION NOTE: ° ° D 1=III=1=1 1=III=1�--firT I .• 111 � I11 (2) #5 CONT. 3 1/4" BASEBOARD PORT AI' EACH oD g III=III= =III=III—III- N *FOR BEARING WALL —I r _ D ° COMP. SOIL. (COMPACTED TO _ I ��_ — — — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1' 4" 8., _ FILLED CELL TYPICAL =III=III=III=III=III— W/ UPLIFT ONLY __ ____ = I ' ° 95 /° MODIFIED PROCTOR ASTM � =� I I ��— I— I--,�J.—I I Imo. 10" (TYP.) MIN. 2500 PSI CONIC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ — I——III—� III=1=1 I III=I I=I 1=I 1=1=1=III=1 I=III=III=1 I 1=1 (� =1 I—III=1 —I I—III—III=III III=III=1 I =1 I =III= D1557) I I—m rl—m—III 4" V-4" LI Trr #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. To CUT BLOCK OR POUR CURB DUE To SLOPE("D� -1 _I —I l-1 I-1 ;III II II ;III ;III ITI 1= #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" 71 BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. _ r °D I � 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 D -T — _ 80 I 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 D f 'r z *� min.) 4 " 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER D 4 • N ' a v GRADE AT 24" O.C. MAX. SEE PLAN FOR x CONNECTION INFO - a C� e - COMP. SOIL. I ° (COMPACTED TO 95% -I_� _ O° _ _ _ _ - - - - —I 1 I —I I I III —III —I ' - - _ - = a _ & LAYOUT DESIGN - ^ a 04 d' a- i 1 TOP OF BEAM :7I I I 1=117= 1 I I - -(1) #5 REBAR w/ OPT. SEE ROOF PLAN � ,✓ - - - - a, : ° MODIFIED PROCTOR ASTM D1557) _ _ - _S RE N ENCLOSURE —1 I I fI I I= 11=I I I I IC(I—Ir— —r r r (2) HTS20 FOR STRUCTURAL _ - _ - TI-iI I III . 1 3" MIN. CLR. -I I I I I (=I I I I III- BEAM SIZE & r a I_ ° (2) #5 REBAR CONT.4"' 1-4 (1 STORY) 3" CHAIRS TYP. STD. 90 HOOK SEE ( I I CONNECTION INFO M 8 I III 4" 1'-8" (2 STORY) DETAIL) MIN. a 2x4PJ. I I U U.N.O.N PLATE I 2x4 #2 SYP P.T. FRAMING w/ �l I I I I ITS TI f ,TT` SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL osa. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 �",Esp�pw � � SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 01_01, 0 CONT. BEAD SEALANT SCALE: 3/4"=1'-01, S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND 4i <t DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ' .: INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE q MASONRY WALL AND PAVERS /DRIVEWAY EXPANSION JOINT , ` 31/2 SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS . y' .: - GARAGE ATTACHMENTS & 18/D1 AT 8' O.C. PAD FOOTING PAVERS z ::1CONCRETE 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 a .' •. J ` - STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' •. —TV I �•' '' '' —III =I =-1 Q_ I 1=� 1 d I' �:...:. PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS M z GRADE a ° — - -) I �I I 1=I I . ' : — - E a FILLED PLAN = _ , :'• TENSION 120#) CONCRETE SLAB _ 6 6 W1.4 W1.4 ca �, SOLID (SEE FOR SIZE AND REINFORCEMENT LU —I — —III—I I=1 I I I —I I .. . I_I I I- x x _ r ) C7 =I ° °• =III- • =1 I a .•-� -1 I— '1• 111= I I -I I ' a. -1 + - °° a T WWF OR FIBERMESH , z F- a w- - - I- I—III-1-1 1- v —I 11=1 I :•; ; 1=1 11= _ a BRICK PAVERS or SLAB PER o w v� w Z O o -I ! •' a • a -_ -_ - z < SEE A/S3 OR J/S6 ( I I�T Ti r— I I I I I I �I I I III- SEE A/S3 OR J/S6 I I III— III— 0-0 FIN. FLR.A COMMUNITY SPECS U) - - I— =III=III=III=III =III=III—= w -I III=III=) =III=III III=III= I—' FOOTING M 6 MIL VAPOR — — : l — — _ — — h �I —I I_ I I =1 11=1 I I— TIT FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER — I1=I=III= = I = III—' BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) r �—III I — I I— —I' ti '' "• �. ' PAD REINFORCEMENT _ I 1=i 11=� —' '- 3" MIN. CLEARANCE 1' 8" 2 STOR ( ) T-8" 2 STORY) ( ) 4' 4 v .• -ti SEEFO SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH � •' • ' "'� PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGK6D12 PATIO COLUMN FTG. DETAIL rN 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" S3 SCALE: 3/4"= T-0" SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 13 GV 0 CV �. l.E'v1/ko' of o f '•ho PE7,3750 it To the best of the Engineer's knowledge, information and belief, the st uctural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential nth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal'. d? CD o QE 0 O m V N rZ 4t -- "LU 0 .5 �; Ni h r- J L.0 d .i Vi M IJi I.L. a- 00zo z o� O w ,,j 8 •@ N t0 Lr O J Coa 05 a a . Z L0 Cl)z rn O �U) OU (D C M 0 0 z N63 z J M O � o L� a--J RiW 0 W o V) C N piss U W N E .•. m I fi = U o C 0 Q N O r— o Mz w ¢ o z � LL OL o E =o oQ w= > z Q� Z0 v F— 0 o E o x0 oa ao Qz �0 �< °z wz N o ¢z L ra rj C OY m o 01 mrz a ° g v7 3 0< Z z ao r- � o o wF -o d r Ov z�I¢ 2O 0 = ` J Om 0 W 0 N m N Q Y o O r1 I— m O r co p = N r • - co rn L() T- = N rn N r E CD w C'M -E o z CU z E O ig d E U � Q p -°)I JOB NO: 21-2025 SCALE : AS NOTED SHEET NO. S3 (MONO)