6645 Back Forty Lp - 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 (Ty P.) VARIES 5/8" OR 1/2" HIGH--- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT 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 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER , o ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM e . I I O° r 9 D . D7158-CLASS G or H, or ASTM i o A D3161-CLASS F, IN ° ACCORDANCE w/ TABLE— R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 112" 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 U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR j DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c ° p 00 2 M v — [ 6 MIL VAPOR ► — — - z_ BARRIER Prt D I 04 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT._/1'-4" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O.O 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA 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 PAVERS z SIN 411 — i SEE A/S3 OR J/S6—`Ir FOR REINF, INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'4" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I GARA( GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" ,/r ,V/r 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 (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" ----- IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND rn n" (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2rr WWF OR FIBERMESH �31/2" MIN, � �31/2"MIN. o °. ° — — 1/2"(min.)-4" ° 9/ — — T 1/2"(min.)-4„ 31/2"(min.)- 4° — ° • — P1117" 31/2"(mn.- 4"TTT-— — 9, (2) #5 CONT. (2) #5 CONT. 4" �� g 4" 1'-4" 8" U.N.O. MIN. U.N.O. TYPICAL BEARING WALL @ STEP @ SHEARWALL C__�) TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=1'-0" S3 J SCALE: 3/4"=V-0" S3 05�GJP 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" 0/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 0 Moos LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 1c N NJCU 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 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/810 x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8 THICK. K.O. BLOCK BOLT INFO. 5/8"x6" "J" L PLATE WASHER TYPICAL �� 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR @ 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 WALL SEE GG (6) 1/4"x3 1/4" TAPCONS 6 x . 2500W1.4 x I C CR E 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED d 2x P.T. PLATE BAR o END OF 2" x PLATE WWF OR FIBERMESH TYP. c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR u' n ° ASSUMED FINISHED n e GRADE 40 MIN. Fy= 40ksi a ° D p i #3 $ #4 LAP SPLICE _ GRADE r " .D FINISH GRADE °� [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL g M -0 P 25"MIN. LAP [30"MIN. LAP] g 7 — D TTT TTT T r FOOTING MONO SHOWN _ — w �� — ° ° FOR CLARITY 00 6 MIL VAPOR BARRIER D > ° — � l ° T #5 REINFORCING BAR R 1 7/8 'T' #5 LAP SPLICE 2 4i5 CONT NOTE: • — — - *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY 95 /o MODIFIED PROCTOR ASTM D1557) — — 4" 1-4" FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'4" SLAB INFORMATION. S. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE LI � — — _ _I 42� .Q til 1 T til =(1) #5 REBAR w/ OPT. MIN. HICKENED SLAB EDGE L SCALE:3/4"=V-0" 73 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS L M Ir °Q T .e. SEE A/S3 OR J/S6 I rrTil 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (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"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0T. J CONT. BEAD SEALA& INTERIOR • d' _31/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a. e C r E — CV [� M 6 MIL VAPOR T —_ BARRIER ( ) m 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" „ (TYP.) 8 1 -4 8„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 V SEE PLAN 1 1/2" RECESS FOR VVVV FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.D. (U.N.O.)17 OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS S' ° AT 24" O.C. MAX. • ; CONNECTION INFO SEE PLAN FOR ' " & LAYOUT DESIGN •. — TOP OF BEAM a .Q 7—'7f�I'�-7Tf SEE ROOF PLAN FOR STRUCTURAL• ap C —d C d E 1J 1m1llrrr�T (2) HTS20 BEAM SIZE & TH a CONNECTION INFO M I A. A ' T '. 2x4 #2 SYP P.T. FRAMING w/ �8" MIN 7/16 O.S.B. SHEATHING " SEE A/S3/J/S6 zz ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE cr Q SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" �,S3..,) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�" ' ON FLOOR PLAN w SIZE VARIES PER PLAN n CONT. BEAD SEALANTC w/ MIN. (2) #5 VERTICALS ? GRADE ;� > FILLED SOLID (SEE PLAN FOR _f 6 x 6 W1.4 x W1.4 C� w SIZE AND REINFORCEMENT) CD • '- WWF OR FIBERMESH r, � Uj o v " BRICK PAVERS or SLAB PER p o `n • • • • z a „ / COMMUNITY SPECS " au1 0-0 FIN. FLR. YA t.I _ �-—TTT—TTT TTT—TTT IRV 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" ��S3 FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 e+n N N C" c 0 as 'LI Z > W o� C � V N co x �L-o.. N f0 O i N O (p � 3 � 3 0 =duo N O.� E= p O. v M 0 N O qX/ 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. 0) W cE ? � IUD) yO 0 nrN `� J ai 04v as LL C LL —1 tL IL S W a a 4 Z am' ccc 0 10 °' °' m LW Z o 00 0cco Z d � N O U Q U C❑J W ❑ z J d N N �M U Uj 'U o 0,.,, N V V03) r W g 01> . o M a z cd E O s a w�il 2 Q oa {— ro go V O o� Z N � ca C <o �o pa u Z 65Qi4. U az W T a � r J o aQ �o aT 120� J LO c� Q c� O j Y C:)o Cr Y ° O CD m Li i QI ILL M l) C N m N LO MQ LO N r M E c 6 z E tl E Ucc _j Q 0 � JOB NO: 23-04908 SCALE : AS NOTED SHEET NO. S3 (MONO)