6689 Bar S Bar Trl - Laserfiche WebLink

Browse Search

ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (T (TYP*) VARIES i INSU FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4' (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 114" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' MOISTURE BARRIER 1 t> ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM A . ' ' I �1 I=1 1=1 I (_ q I. �- D7158-CLASS G or H, or ASTM i I I N I 1=1 II I III —I I I —III -1 D3161-CLASS F, INACCORDANCE w/TABLE F&ITIM61tl&ii "I_I 1=1 1=1 1=111=1 I)=1—I 1 I —I I + 1 (- R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) =1I I El l 1=1 11=1 I=1 I I III=1 1 1 I 1 I-1,[ 111 .III I li III'— —1 8' RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR �1 SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE ")C" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA \2'N.O.2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"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 "S" MORTAR ARCHITECTURAL FINISH 1x2 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M 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 AXW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE G 'E cV ° n 0 Z o 6 MIL VAPOR BARRIER N COMP. SOIL. 7I ° — (COMPACTED TO 95% — 11 — MODIFIED PROCTOR ffl R fi �— ASTM D1557) 3° MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4^ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" �S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D.-RECESS � z PAVERS �M 'a —I 11=1 I I —III —III.. �9 . - —� � ,—• 1 1=11Tf I 6. 4' I I 80 T- I I 1ii SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH ---' (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS rn" r mn nr XneInnn nn n cn 'MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" ot A.F.F. a a a ° ELEV. 4-3 1/2" z a ~ C 2x4 CONT. G a A.F.F. p o N GARAGE DEPTH VARIES " GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" 7v/1F TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR %8"' GYP. TYPE O @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM 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) STUDS @ 16" O.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" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"xl2" TITEN HD @ 24" --INSULATION 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)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED; THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND /2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W14 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2"MIN. . 1=n--T I'31/2"(min.)- 4" _ p b o 9/ — _— r 31/2"(min.)- A. 1TI-1Tf, —Ili III=—1 l l 31/2"(min.) - 4" V1 8„ (2) #5 CONT. 44 8 MIN. U.N.O. MIN. D SHEARWALL C TYPICAL BEARING WALL @a STEP rCC SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 c�R �r ecs•��cs� S�- 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 o �,J 6 s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ co`'� 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR c.t LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 318" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (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 SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE MIN. 2500 PSI CONCRETE SLAB W/ O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS J ) () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500# MIN. TENSION 2600# SPACED EVENLY 2X PT PLATE #5 REINFORCING ^-. FIBERMESH BAR a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS - WEEP SCREED INSTALLED �,P r 2x P.T. PLATE o END OF 2" x PLATE WWF OR FIBERMESH , E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W o ASSUMED FINISHED E ° p i o n . GRADE 40 MIN. Fy= 40ksi III n GRADE r b ° pJ z #3 & #4 LAP SPLICE [GRADE 60 MIN. F - 60ksi] rn m ° ' Ail 0M ---o FINISH GRADE 25" MIN. LAP 30" MIN. LAP y rlIII=III p h'I I I-1 i z'MONO OR STEMWALL �. [ ] I 1 I— I 1 I (— FOOTING MONO SHOWN—_ w1 FOR CLARITY _ _ O0 6 MIL VAPOR BARRIER 1I o ° rU MEL _ °DUj "��Tn I I I= #5 REINFORCING BAR c p D n b I l i III l— i Z , I I t I —III —III— r 2 #5 CO I — #5 LAP SPLICE I —III I� i i—I I� 1J.� O NOTE: x 1 I o ° _� —) I ��LI 36' MIN. LAP [36" MIN. LAP] ON 3" CHAIRS *FOR BEARING WALL -_I _I _I r COMP. SOIL. (COMPACTED TO — I _ _ - —1 -1 - - 95% MODIFIED PROCTOR ASTM j I = —_1�= _� -! I i (� ! i I' � (TYP.) $" 1' 4" W/ UPLIFT ONLY — _ — _ _ 10" „! l �I1-11 I —111 D1557) —i1—" 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK .III- ,i'�„!11= II ;Il III, ,II '11-11' 111- #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION ("D� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH GRADE 00—r i l l a (1')"; 5 REBAR w/ OPT. ' I —I 11-1 11=1I1= II— 11=111— 11=0GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N ' r M n II --II I I °: T I I °° I I I—III- A IIF i SEE A/S3 OR J/S6 -I L II I I I l I, I, , , I I, 111 I I- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. S3 P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0'-0° J CONT. BEAD SEALAP — % a INTERIOR • -3 1/2" _l CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e E_ - M 6 MIL VAPOR BARRIER VARIES SEE 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 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN ° — — — TOP OF BEAM ° - SEE ROOF PLAN I=Ar� ° a ° a °00 (2) HTS20 FOR STRUCTURAL '.' d-rrT�, ; ,, ; ,�I 1TI I 4 �T " E BEAM SIZE & _� N rr 1 p = CONNECTION INFO r> a I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION LL+ COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS 0 S.G.D. rM U) 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 TO FOUNDATION PAD _. INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT = a > w/ MIN. (2) #5 VERTICALS - z 00 — GRADE a ° �j E > FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 �t g w SIZE AND REINFORCEMENT) LU =1' - r WWF OR FIBERMESH , o w C z= F- a- w o ; -i w III —I!i w — ! I_ v 0'-0"FIN. FLR.� BRICK PAVERS or SLAB PER COMMUNITY SPECS 00 = i !=i lJ— U- `n -1 _ Z • °• n 4I IV! -- M Z ! III —; =;' LL¢+ _ •— h Lj l l=Tr I I Imo[=1 11=1 11=7T" — I —i J !—III (I— ! = FOOTING 1 � j11=� � � III___ BEYOND z i —t •''' . PAD REINFORCEMENT 3" MIN. CLEARANCE ti '• :' SEE SCHEDULE ',\ \ o - ---- - %% .. -D1 SEE SCHEDULE sv N O U N ' I a X C:N : �. a C o sll N C6 �? -0 O Q :3C _ a IU 0 N M SiA To the best of the Engineer's knowledge, information and belief, the structural plans and specifications 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. W n H oCO G 7 u7 N xt L. W 0 cn1-r ° i W IL0)N m v a Y -j a�0 0 z r@ 0o W 1 01; co o Z Cl) CC CC 0 LL IL N Z 0 U U-j y W E1110 N M o z o � <c - N M � v o 1�- ru w m u 0 6, Nc� v E r L Rim 4) I u o U CS ® Q 0 44 t o W Mh¢ M o z G U- zo �� r �® o E °v Q= r6 f•— � O x� UO �U O N 1rLi np a o Kp Z w W L rp i_ z Y U ym i m O O LL Z Q! Q W z N oa Z ao U �0 a= =k w� >O o � a za o3 O > CO L OLO Q 0 � N Cr O Y m QI O N oo O .0 N co LO r N r E z `° Z E r 2 a U � ¢ p JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. S3 (MONO)