6629 Bar S Bar Trl - Laserfiche WebLink

Browse Search

3 m Ln v 0 M 0 0 J �r- M O I m LD v V) O M 0 J rh O I N L0 LO ICY - a 3 Q N N a E 4 v c i LZ 0 v 0 0 VI i i U CL i z N I Y i .O 0 Cl- L�. 0 N N 0 0 0 N 0 N 0 Cn Q m Cn FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (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 3114" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO e ° BE IN ACCORDANCE w/ ASTM -III=� 9 I-1 I I=1 I I —I 11 1 � I I III—III=1 I �' D7158-CLASS G or H, or ASTM ! 1=L=I 1=I 11=1 0 • 1=III-I I-1 I -1 12 D3161-CLASS F, IN ACCORDANCE w/ TABLE "I=1 I I-1 t I �I 11=1 11=1 11=1 11=1 11=1 11=1 I" 1111=1 11=11 I=11 I 111=1 I I I=1 P.) VARIES Z R905.2.6.1, FLORIDA BUILDING-1 CODE 7TH EDITION I I II I li I I- I'' (2020) iIII II 8 4" RESIDENTIAL INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG FI-FV. VARIFS/Adi�\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA \12'N•O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS EE STRUCTURAL SOFFIT SHEET SS 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 3 1/4" 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 - NOTE:EXTEND Wl AXW1.4 WWF OR "FIBERMESH"DECO FINISH 4" to 6" BELOW GRADE CN D �° � D 6MILVAPOR ICI D I=1= - z BARRIER II ( ; p 4 ( D ' - N COMP. SOIL. TI e (COMPACTED TO 95% �EIT I I = I _ MODIFIED PROCTOR III 7TI=1IF= I TTI ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. N TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.HAIRS UO 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY COPNC PAVERSSLAB 14 O.H.D. RECESS z Cl) - -� :. 4 00 T TII T SEE A/S3 OR J/S6 LIII 111i�,1�1„ 1 I TT FOR REINF. INFO. 3"MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) 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 TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (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 SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES 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/ 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 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 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 INSULATION PER CHART ON FLOOR PLAN ,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" x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `e ELEV. U-0" (ALT: 1/2"x12" 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 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2" ATTACHMENTS ATTACHMENTS '2 6 x 6 W1.4 x W1.4 Z 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH a ELEV. -al[)'-3 1/2 - 2x4 CONT---'A.F.F. O aU- D ° ` • I ` - c /, _,G I-- Ib 1/2"(min-4"N II-- 1 —I1ITIrI �� 1=T ° III=31/2"(min.)-4„o 00 00 GARAGE DEPTH VARIES r3l 2 (m i n.)-4 min.) I 1=11II (2) #5 CONT. (2) #5 CONT. 7= 44; 4„ I -I �(, $„- GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN.STEP TYPICAL BEARING WALL STEP SHEAR C @ KCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-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 REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY \�' Ica ��NUo \ 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 C„ LAYERS W/ TOTAL THICKNESS 7/8" OVER1! 1/2" GYP. WB (MIN.) @ GARAGE 5/8,'o x 10„ „J„ BOLT @ 24 0/C W/ 2„oX 3/16 G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. "" "JBOLTS BOLT " BOLT INFO. 5/8x63RD 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 3500#, MIN. TENSION 2600# (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 ) *SIMPSON SP1 SPACED EVENLY - -- w/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR F BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 T _ 2x P.T. PLATE W END OF 2" x PLATE WWF OR FIBERMESH CO E TYP. PER MFR INSTRUCTIONS a ASSUMED FINISHED #3 OR #4 REINFORCING BAR D . D GRADE 40 MIN. F = 40ksi = GRADE N_ D z_ #3 & #4 LAP SPLICE y- n T f Tri e Z M — — ° o FINISH GRADE °O 25" MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy= 60ksi] I MONO OR STEMWALL °. [ ] c III -III I I �1=T= T FOOTING MONO SHOWN _ - ILL! �--I I� T I-� D • • I-1 I1=1 1=1' FOR CLARITY _ O° 6 MIL VAPOR BARRIER -1 I I I b n #5 REINFORCING BAR R 1 7/8 r r z NOTE: I -1 I I —I I—III=1 I I 36"MIN. LAP LAP] 2) #5 CONTI— (. — *FOR BEARING WALL ', I_ W/ UPLIFT ONLY _- _ =_I-_ . COMP. SOIL. (COMPACTED TO _° _ -) � 95% MODIFIED PROCTOR ASTM 11=1 1=1 1=1JI -- _=11' [36"MIN. 10" ON 3" CHAIRS (TYP.) 8 148 - - _ — -1 '- ffi TI I —III —I I Tr'f 1Tf—I I f=rs D1557)-itT- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HC10K —I �iii,l'�I_I��'llll`Ti II��;=ail 11!--111� �I� FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE #6 LAP SPLICE REBAR DETAILS F TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° ° �t GRADE 00 — — a • #5 REBAR w/ OPT. ' 1=1 11=1 11=1I I 111- I I -I 11 1 I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV ' M A ... a I 0? III —I I 1= 4 IF r SEE A/S3 OR J/S6 -) , I I I I„ I t l I I v FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 "TRY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 1/2" GYP, BD. 2,> HOLD FROM SLAB SLAB STEP & RECESS S.G.D. M 0'-0" J CONT. BEAD SEALANT SCALE: 3/4 -0" S3 INTERIOR a.. a. -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 i" CO co 6 MIL VAPOR T - -I =1 I--� L — - - - 0-0 FIN. FLR.� BARRIER — /il III-III,-�-=III" 4" 4" INTERIOR WALL SLAB STEP NON—BRG. K SCALE:3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 314"=1'-0" S3 _) 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN ( )7 I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. U.N.O. FOR TRUSS AT 24" O.C. MAX. - SEE PLAN FOR CONNECTION INFO C1; TOP OF BEAM & LAYOUT DESIGN a (2) HTS20 FOR STRUCTURAL - BEAM SIZE & c; 'IM CONNECTION INFO i 2x4 #2 SYP P.T. FRAMING w/� MIN 7/16" O.S.B. SHEATHING SEE /S6 d� fi4 8" z ATTACHED PER NAILING REIN FOR REINF. INFO, OPTION #1 w M ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL RI AR INFORMATION g w COLUMN SIZE AND BASE o � CONNECTION INFO. J III li it ,II �I �,' I I I _ - FOOTING v _ - BEYOND PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 M QUN Q CO ?< N In U-- 0- �- -0 O s- ,- CND to O � N -`� a) co Q q ' � C w f1' I s °UJ' �n N N 0 N CY'M N 0 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 oO'E �oo Q o S � V CSC C 7 u7 a0 do u, Yk '- W cn r � A W D a r 7' ° Y Z O' S L t6 N � O J W m¢¢ w��rn ao IL Z N N ri Z K Ln O ZO U U tvn W ❑Li0 V M � z N M 0 Z N z o � a N N zirrm n' C c V! � •U o .� O L,., 8 wd Ln c �N � w E wigL = i N U o N oCo N o w M o z a � Q E E o°_ Z© u < ¢ ¢ O o N ¢o o as a ww ,_ C _ oY U mo lo oLL Z z.� z J m ° Q �z N 0) ¢ oa ao � LL �w WQ J < F Y O O V zlar ¢ o =0 In `' > J LO ' ^ ua) coo cD 0— ~ CO O : M Y Y O T� U O CD CD QI CN M LO LLO N r Z. N o z cc z E O E cc n U Q pv JOB NO: 22-02394 SCALE : AS NOTED SHEET NO. S3 (MONO) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. GARAGE PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR 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 r> CONT. BEAD SEALANT o: a 3 w/ MIN. (2) #5 VERTICALS oo GRADE G ` � FILLED SOLID (SEE PLAN FOR _ _I I _ T 6 x 6 W1.4 x W1.4 T o w w SIZE AND REINFORCEMENT ) = z = ? • WWF OR FIBERMESH r' J) /-BRICK PAVERS or SLAB PER COMMUNITYSPECS w f-awLU p o _ "Cn=, - • •' - -' • • - --- w z a -