3141 Kresterbrooke Ln - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS 5/8" OR 1/2" HIGHJ 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 v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH t' PITCH > 4:12 0 0 (2) LAYERS TYPE I OR TYPE II 0 (#15 OR #30) UNDERLAYMENT - a . . FOR ROOF PITCH 4:12 OR LESS. D -I T PRE ENGINEERED WOOD I TRUSS @ 24" O.C. U.N.O. �_ HURRICANE ANCHOR @ EACH - - - - TRUSS (SEE UPLIFT SCHED.) W/ 8" m - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 314"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S' 3 • - INFORMATION. ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - GARAGE (R HABITABLE ' GYP. TYPEROOM / w/ (2)16d TOE NAILS @ EACH END 5 " „ „ @ (U.N.O.) (OR GYP. TYPE X ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES 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 J_L___ SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD - SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) " ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE - - O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 ° o A.F.F. @ 24" O.C.) 2 ° ° � WWF OR FIBERMESH ° 31/2" MIN. 31/2" MIN. 4 A ° ° ° ° ° ° 4 4 ELEV. 4-31/2" z 4 2x4 CONT, ° ° A.F.F. 0 ° n(min.)-4 n 4 1/2 ° ° 4 ° ° CV oo �-r m 0 • r 00 ° ° GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" �- - 79111 (2) #5 CONT. 4„ ,40 8„ GARAGE SLAB AT STEPK"BTYPICAL BEARING WALL STEP MI SHEARWALL rc SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR coy,,.. \y ,`SID40 B ems• 1 c; N,\ c TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END _ EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW /-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �1) ROW 2x BLOCKING @ MID HGT. FOR WALL_HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH pap 1 /2"(min.)- 4" •' I (2) #5 CONT. 4-4 -8" U.N.O. MIN.rcc TYPICAL BEARING WALL @ STEP SCALE:3/4"=V-0" \ S3 (1) ROW 2x BLOCKING @ MID HGT. 8"x8"X16" KNOCK EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ THIRD POINTS @ �� 2x STUDS 16 O/C �, a- r n FOR WALL HGT. s 8-6. 2) -OUT BLOCK W/ 1#5 CONT. 'xP.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING 3rd PTS @ FOR WALL HGT. > 8'-6". FILLED SOLID WIGROUT - #5 VERT. IN FILLED CELL 7l8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN. GARAGE ) @ G/S3 FOR ANCHOR "J" x BOLT @ 24" 0/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/ SIDE IF APPLICABLE. C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT S 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS �8" (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE PLATE WASHER TYPICAL W 2x P.T. PLATE TYPE "S"MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W! IMPSON SP1 w/ (10)10d NAILS @ EA. STUD " SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x a SPACE ANCHOR BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS "' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR � END OF 2" x PLATE WWF OR FIBERMESH •- ARCHITECTURAL FINISH TYP. ASSUMED FINISHED c PER MANUF. #3 OR #4 REINFORCING BAR w r-) P ° 1x2 PT WD FURRING 24' O.C.-� @ : t GRADE , P. . . > FINISH GRADE O0 z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi Y- [GRADE 60 MIN. Fy= 60ksi] a CL >• p _ _ r 1/2 GYPSUM WA L OARD " WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? r> o o 25" MIN. LAP [30" MIN. LAP] — P — CELLS (SEE FOOTING MONO SHOWN ° D w - ° U.N.O. FOUNDATION PLAN FOR CLARITY D p � _ _ c 6 MIL VAPOR BARRIER - 'T�- > D ° - - R 1 7/8 " w - _ '- FOR LOCATIONS} , o p D I-III-III-III-III-i --I N z #5 REINFORCING BAR 1 x4 P.T. BASE NAILER p° ° III=1 I I -1(I=1 I =I I I==I 11= ? ° ' #5 L PLI E (2) #5 CONT. - m ,�! 4"x4"INSPECTION NOTE: ° °� ° p - �-III=1 -I I= =I • ON 3" CHAIRS n 31/4" BASEBOARD PORT AT EACH , FOR BEARING WALL _ III=1 I=1 I I= I III=III=III-IIIF =•III-111- iv _ III- r COMP. SOIL. (COMPACTED TO ° ° 36"MIN. LAP [36"MIN. LAP] (TYP.) 8" 1'-4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY Fill= - o 95 /o MODIFIED PROCTOR ASTM - - 10" .f• MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER AT GARAGE CONTRACTOR _ III=1 I=111=III-1 =1 =III=1 =1 - I 1=III=1 -1 I--III=III==III—III=III= I I-III-III=III-=1 I 1=III=III=1 ==III=I I 1=1 =III 1=' _ D1557) 4" - - V-4" _�, #6 REINFORCING BAR #5 STD. 90 HOOK " MUNICIPALITY. TO CUT BLOCK OR POUR "—' I=1 I=1 L-ITI I=ITI=1=ITi;; I I-1I I -III— I i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING Cb CURB DUE TO SLOPE i lI i CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G r W1.4XW1.4 WWF OR FIBERMESH DECO FINISH 4" to 6" GRADESEE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 "BELOW SCALE: 3/4 -1-0SLAB INFORMATION.�,S3SLAB INFORMATION. II�11: FTH.11i: nc_n�u. '.. ► BARRIER �a�l IILII COMP. (COMPACTED• r`--11 �11 =11-II =;11, ll-rll'�II�II 11�11= --IIMODIFIED PROCTOR I--�Ii '" F I� (2) #5 REBAR CONT.� 13" MIN. CLR. ON 3" CHAIRS TYP. 14" 1'-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 314" =1'-0" S3 Q o OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY `v CONCRETE SLAB 14' PAVERS O.H.D. RECESS z pyCp •' a 'ii-r 4" °Q N SEE A/S3 OR J/S6 eo FOR REINF. INFO. 3" MIN. CLEARANCE 9 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) M 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS K' SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GRADE ) #5 REBAR w/ OPT. ,.BEEN ENCLOSURE TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E� r- T ..•� . •. 4" SEE A/83 OR J/S6 -IjLUT FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB 0� CONT. BEAD SEALAt Q INTERIOR 4 -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 ° 6 MIL VAPOR SEE PLAN 1 1/2" RECESS FOR VARIES �76 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. Cl) SEE PLAN FOR CONNECTION INFO ° ' TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN co C — a A e A d FOR STRUCTURAL E - BEAM SIZE & T A a CONNECTION INFO ° , I I 2x4 #2 SYP P.T. FRAMING wl SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. 8n fn 0 ATTACHED PER NAILING OPTION #1 SCHEDULE III-1Ti-III-III--III � > SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. PLAN SEE ORAL 0 W STRUCTTUCOLUR MN SIZE SLAB STEP & RECESS S.G.D. rM fn &BASE CONNECTION INFO. SCALE:3/4"=V-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 AT 8" °' 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 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Z' ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z G n E M FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) c�LUJ = 1=III ° a• WWF OR FIBERMESH Z w I-1 I I -I 1=III III= I I -1 I I- I I- 1=1 1 1- w ° BRICK PAVERS or SLAB PER o W LU w 00 = -III-i • • ° °• -- -_ Z z ° ° 1= �; — - - - -- 0'-0" FIN. FLR. COMMUNITY SPECS " 0 I- I 1=1 -1-1 I I-1 I I-1 j - - 1= - I III-1 I 1=_= - FOOTING -' -1 BARRIER --III=III - - - - II III-III-III-II1= I I III -III -III- 0 1LILI I ' BEYOND 111 ;..:..., -1 1=11-_111n1-ll i PAD REINFORCEMENT 3 MIN. CLEARANCE „ „ •'..'� '•',� • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4 4 ... CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL("�N SCALE: 3/4"=1'-0" gC"�' y°"'''-0" S3 SCALE: N.T.S. S3 - � rMM Z c Z Z Q a U) ZC1 Ln a) c 4--J w •U — 0 e m w Elmx c to C'> � a B D. IN ? J r�w'1 • J T� �L W l� ;I-LO � o OW To the best of the EnglnivVp owledge, infor�� , and belief, the structural plans and F►p��ptit"�Or11tt'�b1lned within these drawings comply wit {� �j Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 a) N > M C M Q V) Ln a cn M v FQ— �LLun a .-, oC U W " a Z W J � d- W� I o`t. J a Q�WC9 Z U LU r-I 8� Q C M Z 1 Lu U Q 0 . �y 1,81 u4 ItY Z W WLnLLI oc Z # m Z �z 06 ,-+ � a _ cn Lu SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION No' 4nO SHEET NO. S3