6677 Bar S Bar Trl - Laserfiche WebLink

Browse Search

U-) 1.0 C14 C'4 C14 L0 C-4 Cj 9 C'4 C:) I C14 C-4 Lr) L0 ID C/3 C-1 C'4 CD C'4 E ,.2 0 E 0 0 0 0 Cl- CS! C14 c14 hi a_ 04 rn C14 C14 cm Cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES I%i;___ I INS 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" 0. C. W/ (2) -\ �� 10'-O"(R302.11) x, 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON�T' 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER -SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM t> 9 Nifilil I r. K-1 11 11 1=' ;m D7158-CLASS G or H, or ASTM - I II-IEII r LI , D3161-CLASS F, IN I zm r --I I f--I I PI I' 2x4 CONT: ACCORDANCE w/ TABLE I = I I R905.2.6.1, FLORIDA BUILDING �j 11110-11 r'r)rNC: -7TW r:r)ITInKI 11"100)i - GARAGE DEPTH VARIES RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIESA I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" - I � � S3 5/8" OR 1/2" HIGH--------- ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" VALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12' W/A HABITABLE ROOM , N.\O�2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7 O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"&'X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE 'is" MORTAR ARCHITECTURAL FINISH 1 x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD-"" U.N.O. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB Cf) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 --NOTE: EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C14 A ;2� 00 ce) 6 MIL VAPOR 2� BARRIER 4 C14 COMP. SOIL, (COMPACTED 95% MODIFIED PRO TOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3"CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION SCALE: 3/4" = V-0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---% BLOCK WALL BEYOND 14" O.H.D. RECESS 2� n S E E A/S 3 0 R J/S 6 `1 -147-1 Ll � �14-47+TT 5F1 I-V FOR REINF. INFO. T' MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' .8" (2 STOR) ') GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. I I GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S. P. F. STU DS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS 1/2"CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 41' O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8" x 10" "J" BOLT @ 24" 0 C W/ 2016" PLATE WASHER (�W) ELEV. 0'-0" Aid-, (ALT: 1/2"x`12" TITEN HD @ 24" A. F. F. O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 2". ELEV. 4-3 1/2" z 3 1/2" MIN. A. Fl�8 �j op U C14 711 1-11 1--7117--71h, 71/`17 TRUSS BOTTOM CHORD OR 2x4 #2 SPF `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1/2" BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5/8"OR HIGH STRENGTH (U,N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S. P. F. (OR EQUAL) STU DS @ 16" 0. C. (12) 10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 2x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) (ALT: 1/2"xl 2" TITEN H D @ 24" 4NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL 21' 6x6W1 4xW1.4 WWF OR FIBERMESH ATTACHMENTS WWF OR' FIBERMESH 1 1 3 1/2" MIN. 7 \ IIIN III .-T I . I I j L A d" N S-' 00 3 1/2"(min) 4" �Li 171- 4 1 lilt (2) #5 CONT. (2) #5 CONT. 11 4" V-4 8" j '-4 8" U.N.O. MIN. U.N.O. MIN. (CU TYPICAL BEARING WALL @ STEP TYPICAL BEARING WALL " STEP (@ SHEARWALL rC "SHEAR WALL" SCALE: 3/4"=V-0" LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C. M. U. FORM SUBMITTED WITH PERMIT SEE CC/S3 OR -Nt'N' G/S3 FORANCHOR BOLT INFO. (IF NO UP LIFT ON -I WALL SEE GG/S3) -a@ =: 1 "x P.T. STUD - #5 VERT. IN FILLED CELL 518"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR 1. 11 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL @ K.O. BLOCK *SIMPSON SP1 ka) IN XJ I/,+ I ArUuNa SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X FIT PLATE 20- MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10) 1 Od NAILS 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR - TYP. ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 71 �GRADE A #3 & #4 LAP SPLICE GRADE 40 M IN. Fy= 40ksi j FINISH GRADE aO tGRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL--1--1 co LI 1 25- MIN. LAP (30" MIN. LAP] FOOTING MONO SHOWN 00 6 MIL VAPOR BARRIFPFA 111 t> A I 1 0? .7- 77 I� FOR CLARITY IT- - I CN ;2� ---- #5 REINFORCING BAR R 17/8" #S LAP qPI 1(.F= NOTE: *FOR BEARING WALL 04 COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) 4" V4 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"-, z 4. A GRADE 00 �El I I�ql F- I IEEI I IE:l #5 REBAR w/ OPT. 1-1111 1=111 11 III -fill 1wil IP 11 M-L�11 Ittl I PSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r�L SCALE: 3/4"=V-0" � S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS f i SEE TYP. WALL SECTION FOR SCALE: N.T.S. '\,,,S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x \ -01-011 CONCRETE NAILS W 1 1/2\ EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 F- DMI1111CM 1/2" GYP. BD. ,HOLD GYP. BD. 4 lelff rnr%#,A 01 AD r1nKIf1DCTC CI AD INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-101" 36" MIN. LAP [36" MIN. LAP] X X / 7 1< X,�_ 11-1 1 .1/ 11 1 `11, , I 1 10.. x ��#6 REINFORCING BAR #5 STD. 90 HOOK SCALE: 3/4"=V-101" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 1 Od NAILS 2x P.T. PLATE SPACEANCHOR BOLTS 6" MAX FROM T Uj END OF 2" x PLATE U) a. U.' M M�� j> Uj Uj MPH- Is U) (2) #5 CONT.- ''-=I ON 3" CHAIRS (TYP.) 8" V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) 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#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH "A #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F� WALL w/ UPLIFT rG SCALE: N.T.S. SCALE: 3/4"=1'-0" �3 EE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS I AT 24" O.C. MAX. CONNECTION INFO A SEE PLAN FOR & LAYOUT DESIGN Cj31 4 TOP OF BEAM '4V HTS20 SEE ROOF PLAN FOR STRUCTURAL 0? ;-- m ci (2) t - - . E BEAM SIZE & ('r)MM1:(`TIr)M INPO .. ct! Z<4 P.T. PLATE 7/16" O.S.B. COLL Cl) 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING U) z 9 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 U-1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL ;> SEE PLAN FOR STRUCTURAL SLAB INFORMATION. Uj COLUMN SIZE AND BASE Uj Uj CONNECTION INFO. SLAB STEP & RECESS (@ S.G.D. M C/) SCALE: 3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U. N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS ci TO FOUNDATION PAD 9,- -INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEE L--\ MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT < LU w/ MIN. (2) #5 VERTICALS 00 GRADE E > -.1 FILLED SOLID (SEE PLAN FOR x 6 W1.4 x W1.4 LU Uj SIZE AND REINFORCEMENT) U-1 �WWF OR FIBERMESH co LU CA, Z Uj 0 Uj - U-1 0 A A A-J BRICK PAVERS or SLAB PER LU 0 LU U) 0 0 z z < /-COMMUNITY SPECS U- I< 0-0 FIN. rLN.jh IV - a 11110 0 Lei 11L10 '�--FOOTING -- BEYOND PAD REINFORCEMEN L 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N SCALE: N.T.S. \,,13�_ 0 co r 51 CG CD C-� z C14 C'4 C�) C14 C14 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, W E 4 R (10i I 00 FA r. 0 20 U) PL LL LU CL 04 0 ui� CL -- u:i z 0 10 M G 0 LLj I= 0 -.1 W W Z 0, Z� Z Lr) CY) LL _j a- a� 0 a 04 < 0 0 z W El 0 [1 (D m cum La 0 u- 4-J U-1 �c U 0 LLJ C) U) l U) C) 6 LU E 3 c) 0 U) C:, CID Cl> Z LL- E C) E C Z < 0 CU CL 0.. 0 04 tw2 < w, U:) 0 z z < < , 10 0, z z w w C=> . -0 (=> to -,J�� ? < ,-) - 2 C:) V) LO 0 CL co :3 04 (N Cr C) C) 0 C-0 < 04 0 N C) CN co LO 04 04 E 41 . e 0 T- 0 z z C: E E 0 0 io M < 0 JOB NO: 22-02391 SCALE : AS NOTED_ SHEET NO. S3 (MONO)