6794 Back Forty Lp - Laserfiche WebLink

Browse Search

2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 5z� FOR UNDERLAYMENT 16d TOENAILS T & B 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 & 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 W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO ° BE IN ACCORDANCE w/ ASTM VI E. —I I. I I I —III —III I D I I I I=1 I I=1 I I D7158-CLASS G or H, or ASTM -1 I I=1 11=I I I —I D3161-CLASS F, IN 12 7R905.2.6.1, ZTYP•) VARIES ACCORDANCE w/ TABLE FLORIDA BUILDING I I I=III=III=1 I U I I=1 I i—I 11=1 =III=1 II I I f 'LI I II CODE 7TH EDITION (2020) IIIIII IIIII IIIII II I II I1—I1 RESIDENTIAL ROOF SHEATHING - SEE INSU ION LE 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 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 INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 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 FYPE'IS" 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/'X' w NOTE:EXTEND WlAXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE M D 00 6 MIL VAPOR BARRIER i a p IIIII N _) D �� • COMP. SOIL. ° '- (COMPACTED TO 95%1 I MODIFIED PROCTOR I TI [ ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT._/1'-4" CHAIRS TYP, ON (1 STORY) STD. 90 HOOK (SEE O 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DE[ DO, PAN C01 I SEE FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS z �M 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT, OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS - r 2x P.T. PLATE TYP ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY 00 z NOTE: - -_ t FOR BEARING WALL CV - — r W/ UPLIFT ONLY FRAME WALL C.M.U. LCONNECTION W L TO C. WA L D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" SCALE:3/4"=1'-0" S3 v GRADE =(1) #5REBAR w/ OPT. 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS M L_ ...,. -I iI . n I I Oo rI r T =1 11=1 I •y � ' . SEE A/S3 OR J/S6 J -ILI I I I I I ,III , IIII FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. -� 5/8"OR 1/2" HIGH STRENGTH \--•TRUSS - BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O (OR %" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) O GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8 x10' WEDGE ANCHOR 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" 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. 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 ELEV. 4-3 1/2" z �31/2" MIN. (-31/2" MIN. A.F.F. LL N - r31/Z"(min.)-4° 00 — 31/2"(m n��4"�I, b II — •' — II I T_T : - I I I =� (2) #5 CONT.I "'trti") rrr I 4" 1'-4" 8° U.N.O. MIN. TYPICAL BEARING WALL (@ STEP (a SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS ,,,,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH Are 00 —ff _ 31/2"(min.) - 4"-IT_I -�1 f=1 TTr (2) #5 CONT. 4„1 rl I �I �i11111 I8 U.N.O. MIN. TYPICAL BEARING WALL a" STEP SCALE: 3/4"=1'-0" 1/2"(min.)- 4" CC S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY �/ �coNc�N 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: 10'-0" (R302.11) APPLICATION 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" 3RD LAYER 118"THICK. K.O. BLOCK 10d NAILS PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 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 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING XSPACE ANCHOR 3500#, MIN. TENSION 2600#) _ FIBERMESH WEEP SCREED INSTALLED BAR o PROM UVUV T END OF 2" OR FIBERMESH , E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w D ° GRADE 40 MIN. F = 40ksi � D N �4--��• #3 & #4 LAP SPLICE y-, FINISH GRADE °° (GRADE 60 MIN. Fy= 60ksi] a -III- I - I m I-III-�I I I-�I 1= o CO — .D D 25" MIN. LAP [30" MIN. LAP] g 'T = I I D 111=1 11=1 11= = I _ w 11 I —I D 1=111=111=1 6 MIL VAPOR BARRIER TI- I I D ° I I,�T= I =1(__ oO � T= ° - - �, I I I ° 1= N z T #5 REINFORCING BAR R 1 7/8 I-fl =1 I I—i I I —III -I #5 LAP SPLICE (2) #5 CONT.1(- COMP. SOIL. (COMPACTED TO (I I _ D a - I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 1' 4" 8" 95% MODIFIED PROCTOR ASTM I I- I I—III-1I-III =T �= I l 10" (TYP,) D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 \7 F 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 � a � TOP OF BEAM a N SEE ROOF PLAN — — C rrr rrr r r ^ (2) HTS20 FOR STRUCTURAL 1 �� I BEAM SIZE & r TF. d CONNECTION INFO '° T P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2,/ 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT — • ' ¢ INTERIOR -3 1-l2 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 r N i I=ITI=Cl) 6 MIL'( — BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" a 11 2x4 #2 SYP P.T. FRAMING w/=I I IIII I ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 _' 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM � SCALE: 3/4"=1'-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 TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `' ' ON FLOOR PLAN CONT, BEAD SEALANT w SIZE VARIES PER PLAN Cl) ao GRADE a w/ MIN. (2) #5 VERTICALS ?LuFILLED SOLID (SEE PLAN FOR -f = 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) LU c� • _ T WWF OR FIBERMESH �,IL BRICK PAVERS or SLAB PER a Iwo o o Uj ' • • _ • • v z a ° COMMUNITY SPECS " M - - ¢ �_ , -FOOTING MENOF IN: BEYOND \\• v o v� \� r�o o\o ■ , w • (SEE SCHEDULE) 3" MIN. CLEARANCE ION FOOTING WIDTH ''i`o`o`i.`. r , .SEE SCHEDULE TAPERED• -• rCD -A • • DETAIL Cn 0 cat =gym � cc C= w-ao� Q dN ]L d 'd oLa c� v w L � r <<trrtrtttr�tt��t 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 Engineer's signature and seal. as W Q d E O UI 0004 100 N O ik LL C J LL • (� a LL _j a _ w Z I rn a j W o�� 0 W z ' °' ' m w � N N 0 a W co ❑ ❑ 04 M N M a a z o Q n V) M z C9 0 (6 w � V —� O ,, g V) y U W J b— — E c> a o w M ch J Z ¢ Z z U_ ce E Zo >N Qa E o w o0 I- r6 xo 0o U ¢ CIDo it 4 z WzZ CID C: C:ow m° z J Q� �z W cn5� I w LL d z m <o �Z _ =H O WF IIIIIIIIIII� W zl o 2 C:)= 0 > M a� ro 0 co O N o O �N^ L O � O C:)0° o LO N Q N T E c Z z E O ca r C E 0 a U Q p °i JOB NO: 23-00510 SCALE : AS NOTED SHEET NO. S3 (MONO) T I� -- -- Illl:1 l iT �� i -