3168 Moulden Hollow Dr - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES INSULATION LE 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER —J CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O 1(O HIGH STRENGTH " 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE TOP PLATE LE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION 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/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE "' ELEV. 0'-0" OIL O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR 2„ x6W1.4xW1.4 @24"O.C.) 2" 6x6W1.4xW1.4 ° a A.F.F. @ 24" O.C.) WWF OR FIBERMESH WWF OR FIBERMESH ° ° � 31/2" MIN. 31/2"MIN. ° ELEV. -0'-31/2" z A.F.F. '0° ° a 2x4 CONT. a ° a ° A' `31/2"(min.)- 4" _ n ° ° - 31/2"(min.)- 4" a v ° g' ° d ° a N 00 ° •. ° ••• GARAGE DEPTH VARIES ° T (2) #5 CONT. 41, ' 1 1,4- " (2) #5 CONT. 41' U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL P STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" v COS' s R1'1� GV ems' M�N�M�o S (2) ROWS OF 2x BLOCKING @ p�- ,� N�`N EXTERIOR WALL 2x STUDS 16" 0/C 8"x8"X16" KNOCK -OUT 8 C.M.U. THIRD POINTS @ / NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR LAN LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL USP SPT22 CONNECTOR BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" �8" C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM *USP SPT22 TYP. SPACED EVENLY J FIBERMESH NWEEP SCREED INSTALLED BAR w END OF 2" x PLATE 2x P.T. PLATE ARCHITECTURAL PER MANUF. o • FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' t GRADE �, • ° D _ z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi — '- ° FINISH GRADE 60 [GRADE 60 MIN. Fy= 60ksi] p . (1) #5 VERT. IN FILL MONO OR STEMWALL ° z M a a ► • 25"MIN. LAP [30" MIN. LAP] 1/2" GYPSUM WALLBOARD � CELLS (SEE FOOTING MONO SHOWN 1, I - - U.N.O. D °D _ _ _ _ _ 00 6 MIL VAPOR BARRIER I - w - ° FOUNDATION PLAN FOR CLARITY ° e. ° R 1 7/8" FOR LOCATIONS) D ° D I-1 I =1 I -III -III- I = #5 REINFORCING BAR v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. < V-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 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 v° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT - %8" FOR ROOF PITCH 4:12 OR LESS.A. PRE ENGINEERED WOOD - I ,TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACHTRUSS (SEE UPLIFT SCHED.) W/ ' METAL PL. UNDER EA. TRUSS �/7MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16"` O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT v SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2x STUD (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8%6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH ° _ 9W' T lYAP .T. BASE NAILER D D ° 1 I=11= I=1 I = I I=1 I E ? o I #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION I—III—III=1 I I—III=1 I—� • i NOTE: g D D III—III=1 i i=1 I=1 I=I 1- N 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL -i r COMP. SOIL. (COMPACTED TO I-1 I I-1 I I=1 I I-1 I I=1 I I_ FILLED CELL TYPICAL _ _ _ _ - __ =1 95% MODIFIED PROCTOR ASTM- MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ c� AT GARAGE CONTRACTOR III= 1=III-III=III=III=1 =III=11=III=III=III=III=III=1 I= D1557) rrrirrr I l i - MIN PSI MAY VARY PER �' TO CUT BLOCK OR POUR =III=1 I-III-III-III=III=III-III=III=III-III=III=1 i I=III- 4" 1' 4° MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" c BELOW GRADE SLAB INFORMATION. S3 SLAB INFORMATION. .� r CV � � P •► � c Z_ [ °O 6x6W1.4xW1.4 `' ► eQ 31/2" WWF OR FIBERMESH 6 MIL VAPOR • z min. 4" BARRIER >' �r 1 ° A 4 GRADE D • a • COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO IlIiI RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS- \ 14 7 `O.H.D. RECESS z SEE A1S3 OR J/S6 _' 1 FOR REINF. INFO. T,X' MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 'It`=li�il�ll�ll�li�ll'_ 11_ • . MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N T _ Cl) cn �C71 a, r - +' °9 4' •, . SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. ol 1/2" FROM SLAB CONT. BEAD SEALANT a INTERIOR 2X STUDS @ 24" O.C. U.N,O. -31/2° GARAGE CONCRETE NAILS W 1 1/2 GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E ° 6x6W1.4xW1.4c`.i c WWF OR FIBERMESH M __—__= — rl I=1 ° ° ° M 6 MIL VAPOR =-= i'rl 1=1 (_) 1= i,-1-9 1 1 BARRIER 11=111 III =1 I I- 1I I III I I I, „III �' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 ON 3" CHAIRS 36" MIN. LAP [36"MIN. LAP] 10" (TYP.)8" 1'-4" 8° #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 13 VARI SEE PLAN 1 1/2" RECESS FOR 6 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 E. T 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN . . TOP OF BEAM SEE ROOF PLAN oo <: ° ° < • ° ' FOR STRUCTURAL := - 4' BEAM SIZE & N G ' 2x4 P.T. CONNECTION INFO _ • PLATE .•a.. 7/16" O.S.B. l I 2x4 #2 SYP P.T. FRAMING w/ ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE Q j SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. w Uj SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=1'-0" S3 SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING O.C. 8" MASONRY WALL EXTEND FILL CELLS TRIM PER PLAN TO FOUNDATION PAD = CONT. FOOTING STEEL MAT REINFORCING. SQUARE CMU BLOCK BASE, . M = ° C'RAPE SIZE VARIES PER PLAN °O w/ MIN. (2) #5 VERTICALS W III=III ° z? °• FILLED SOLID W o I -I ILL! Z BRICK PAVERS or SLAB PER O W COI=1 00 -1 I I=1 ! • ° a -_ -_ _ z < 0'-0" FIN. FLR. COMMUNITY SPECS ° N - Q =1 om I I=1 I I=1=1 I 11=III=1 I I-= W =1 III=III=III=11 I-i I ill�1 1=1 1= FOOTING ll l ll l l� l i l I -III -III-' BEYOND ,, ,., .• . ll i ll ,I PAD REINFORCEMENT II- 3" MIN. CLEARANCE y.•y a :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .� .. ,�. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: &4"= V-0' SCALE: N.T.S. S3 V Ul) Z O — O Z N Z QQQ Q i_ t) (D W cn (DU .}.J w 0 — C O w E 2 C, U W F— E — 8 � In M C of M m .M O O = U� t LL2 CO co ma Q CM vr- Ln O 0 A' MD. N C.B•D C i 0 °ram/i 5 ,. • ..... aj gyp• d S E z ii" A 0� °r ,C tL d� LL - 4 LL Ul N � LL ;; F L.0' W�,_ 2 ov a E.,SI• CJ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 00-4 �1� 05 M �O M -v t11 6-cn•�d" z ql:r (n 0 HN � (R oc v a 000 Q E (o Z J W Z.. U) 8 \� 1— W ZZ U OQQ' W W 0In 8 Z8 zItY CI)Q � 06 3 ,--I 0 o =uj C) J xO U al .. 0 g LL ^ $g Z J T W$� 1Z8 W Z�$ a M Z W IcaZ o gLU g SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION No' 10 SHEET NO. S3 (MONO)