6523 Bar S Bar Trl - Laserfiche WebLink

Browse Search

ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ 1i FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 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 & ci 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 'IN METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER is e SHINGLE ROOF, SHINGLES TO _ e . BE IN ACCORDANCE w/ ASTM - D • .'D7158-CLASS G or H, or ASTMI D3161-CLASS F, IN° I'ACCORDANCE w/ TABLER905.2.6.1, S811 FLORIDA BUILDINGCODE II 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 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" k S3 ELEV. VARIESk 5/8" OR I 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" 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 co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER CnTO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 w °- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ' t. x(V P p = Z 6 MIL VAPOR > I z - BARRIER C r i COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON 3" CHAIRS TYP. #5 REBAR CONT._/V-4" O (1 STORY) STD. 90 HOOK (SEE U.N.O. 4. STORY) 1'-8" (2 S DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS -1% •T z ~�Ill,lf ��11 /dll��11-11� 1.�11— yll� 11�1[ ;1�11 �.L^711:-71t1�7. • - ,1=�Il�ll=1��11 it f► • � • • • 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. 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 5/810 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 11 (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 NSULATION 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" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 2 ATTACHMENTS 2" 31/2"MIN. A.F.F. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH ELEELEV.-11/2 g � e e N e. e — 1/2"(min.)-4" _ °. r 1/2"(min.)-4" 00 p •. oo- 31/2"(min.) -4" — 31/2"(min.)-4" (2) #5 CONT. 4" 1'4" 8" (2) #5 CONT. 4" '41 8" U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP 0 SHEARWALL C TYPICAL BEARING WALL a@ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 s .001 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs•� NAILED W/ 8d COMMON NAILS @ 4" O/C S,P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1� ��NN� LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-W (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR �, LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° 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) BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 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 "SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP " [24 MIN. LAP] #5 REINFORCING SPACE ANCHOR w/ (10)10d NAILS SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 6" TYP. T 2x P.T. PLATE c PER MFR INSTRUCTIONS o EBOLTS ND OF 2"Mx PLATEN ASSUMED FINISHED E #3 OR #4 REINFORCING BAR ui GRADE N = • n . ' ' o z GRADE 40 MIN. Fy= 40ksi a #3 & #4 LAP SPLICE e . MONO OR STEMWALL o �, — -0 o. FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] g 25" MIN. LAP [30" MIN. LAP] a m D FOOTING MONO SHOWN p ° u 00 — — w ° e D t, e — rn 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 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#) 6x6W1.4xW1.4 _ WWF OR FIBERMESH ; € .e 4.W111!—` 10 =11, 1L�11=11.=11.�11=11 11 I �Il 1�1 ,11111 210 i11�11-11=111-11,-11!=1 ••.:COMP.•IL. (COMPACTED TOlift 95% MODIFIED PROCTOR ASTM mill', 1111„1111Il Il -11TYPICAL EXTERIOR FRAME WALL FOOTING CE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. " 6x6W1,4xW1.4 31/2" WWF OR FIBERMESH min. 4 a TYPICAL THICK SCALE:3/4"=V-0" S3 GRADE 1) #5 REBAR w/ OPT. 'CREEN ENCLOSURE EDGE L SCALE:3/4"=T-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N T = M a' SEE A/S3 OR JIS6 _I I I . I ,PF FOR REINF. 100. m 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 SLAB INFORMATION. SCALE:3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAh • _ ' INTERIOR a.. d. -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ _4 N I �[ M 6 MIL VAPOR - BARRIER 36" MIN. LAP [36" MIN. LAP] ILL ON 3" CHAIRS 8„ 1 -4• 811 10. (TYP.) #6 REINFORCING BAR #5 STD. 90 HQOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1,4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)T� FOR TRUSS WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. CONNECTION INFO = ° SEE PLAN FOR ' " TOP OF BEAM & LAYOUT DESIGN — — Q = - SEE ROOF PLAN ap c — —d a, d ° (2) HTS20 FOR STRUCTURAL IL„ rr — — `' c BEAM SIZE & a E CONNECTION INFO ° 8 M • • f 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING T 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 Ix SEE TYP. WALL SECTION FOR ADDITIONAL > w SCHEDULE SEE PLAN FOR STRUCTURAL SLAB INFORMATION. o w W rn COLUMN SIZE AND BASE 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 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND 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 ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS .- W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD _ 2- d INSULATION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS °O g GRA a ° _ >L FILLED SOLID (SEE PLAN FOR —i _ _ 4 p _ _ 6 x 6 W1.4 x W1.4 w w SIZE AND REINFORCEMENT) w d c� -1 =1 ! I'T'R"'�i'1'� • t �_ —� I !-=! != =� WWF OR FIBERMESH rn z w t-' n w w _I 1-1I != ! ---I !_. —' 1;= w z BRICK PAVERS or SLAB PER p o _ - != • r' -i • °• COMMUNITY SPECS "- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" ��S3 -Fir ,ill I FOOTING v �IFil'I.��Ill�i (�„!!-ll!-!I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N N N N o d'o Cn c. CP c t0 Czk R N •x � ym: �r a� d; r. CC . .'� CID cc a t 0 �tttFt t f 4 4S S�S�iA€t� 9�yi�� •yyw^ •' i'4.- e 's�J r, y'' N y;' •° C" /f/i/tef*!ifill, SV,Ltit 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) E o C $ Ia 4 � � N 0 0 �a Yi N•M y(er '•' �" Q C J LL W gLLLL o. Y rig � Z13 a ,a W t @c-0 of III 0 Z � N Z d N J 1= OU y Z W ❑❑ 0 m z 1 z J — d N M v z M U € 3421 li N LLJ OW LU 8 Ip o W Z cM U_ _� U5 w E E: tJ t� - O E R° ° so O U Z O N az w0 "do WZ r� >_ - °zz �s m0 >Z zW� o z a0 NW �i o �1 .00 J Lid Ln o� _ Q F,- CO r O O M ca L ¢I a--1 04 IM C Lo N LO N N z C_ = E r m y z 0- 0 ¢ o JOB NO: 22-06465 SCALE : AS NOTED SHEET NO. S3 (MONO)