3293 Moulden Hollow Dr - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 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 —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS /M OISTURE BARRIER R/ SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL -,--TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. 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 AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c N r a °p Z_ A °°M M 1 o BID 6 MIL VAPOR BARRIER IF C ,� 1 D COMP. SOIL. ° r- (COMPACTED TO 95% - MODIFIED PROCTOR I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3"CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY ===== BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14 O.H.D. RECESS q z SEE A/S3 OR J/S6 --- I I , l , ILLIT FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STOW I / V-8" (1 STORY W/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) _ `Its,• .� (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > V-611. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 T WWF OR FIBERMESH M 1 Ti-1I-1I:L 18" TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" 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 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL SI 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE Z ° 00 =1 11=1 11=1 11=1 11=1 11= ° o IIII—III—III—III—III—III Z ° I —I I i—I I I —I I I=1 I I —III —I I g IIIII�IIIII IIIIIIIII1=1III�IIIII; r III —I i t—I I i—1 l l FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH r n.) 4" V G a SCALE:3/4"=1'-0" S3 GRADE ��II I II II #5 REBAR W/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" c O.H.D. RECESS E M ' - 1' ME SEE A/S3 OR J/S6 " FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STC IRY) 1'-8" (2 STC IRY) GARAGE DOOR SLAB RECESS J 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" 0/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"OR 1/2" HIGH STRENGTH -TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %" GYP. TYPE'W' @ W/ 2-16d TOE NAILS @ EACH END 5/8"OR 1/2" HIGH STRENGTH — GARAGE W/A HABITABLE ROOM a �� " (U.N.O.) (OR / GYP. TYPE X' @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W!A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE USP SPT24 TOP PLATE CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN 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/- 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT:1/2"x12" TITEN HD @ 24" AK O.C. OR 5/8"x10' WEDGE ANCHOR �� x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24 D.C.) 2 WWF OR FIBERMESH @ 24" O.C.) 31l2"MIN. ELEV. 4-31/7 L A.F.F. p ° -_-rr- `�-- 1/2"(min.)- 4" N 11 31/2"(min) -4" - a • - - I� II — (2) #5 CONT. 4" " ' 1'-4 8" U.N.O. MIN. TYPICAL BEARING WALL a(� STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" .CEO ems• 10o S 2x STUDS @ 16" O/C c INSULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH FIRS "TH[ CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" T 2 LAYERS 3!8 CK EACH. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END 8EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 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 FITS FOR WALL HGT. > 8'-611 . —INSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH � .�C'i■[mil �i- ■ . A, NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SCALE: 3/4"=V-0" 1/2"(min.)- 4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-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# 1= Eli Coss= I lit I ammia-m-m Ill- MIN =1TI(I� I MR -me on iIC� � .. =. I ... �F..nF. . • • -u^-�u ■■,T.0 a —urn / TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 112" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Or_O,l j CONT. BEAD SEALAN — a INTERIOR r CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB c0 wi -- _- - 6MIL VAPOR - - i' BARRIER ON 3" CHAIR 8" 1'-4" 8" 36"MIN. LAP [36"MIN. LAP] (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING E REBAR DETAILS F WALL W/ UPLIFT rG S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIE 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 _N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN. FOR " " t_�j ' • TOP OF BEAM & LAYOUT DESIGN a SEE ROOF PLAN go c _ — a a: a ° v eJ11, FOR STRUCTURAL BEAM SIZE & �' N ' ' G 4P.r. CONNECTION INFO r> " • . " at " PLATE pits• I I I' .. 2x4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 "' g" COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. w - SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. ::� w W SLAB STEP & RECESS S.G.D. M -,,-,—SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART " ON FLOOR PLAN CONT. BEAD SEALANT c E 6x6W1.4xW1.4 '- WWF OR FIBERMESH M 0'-0" FIN. FLR. C'M STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE W/ 1/4"x3" TAPCONS AT 8" O.C. SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS �,.. �-_____------ goo•, o�� r ■ MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M A 4 _ _ a a. c� ;III=III a• I=1I1=1I1=1I1=1' z w o—III—I III —I 1=1 I —III v o a COw I III a l I I-1 I I-1 I I- - z z _ • • Iy U — a„ a d =1 =III=III=III=III I I I 1=1 I I OOTING i I I I i I-1 I I-1 I I—III—I1 111=111—I 1— II-III—III—III=11I II ...III-11I—' BEYOND PAD REINFORCEMENT '' -III-III-i I-' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 zo _o z to z J F1 z vC a--J w i60 U Ow YZ o 0 0 U m IN WM Lu i— E — U c'm0 m -p M CQ O •O _ a; a 91 a) 0 r-Co co Ly Y (0 OnO <Crn rnQo A' N,C•I,D•C .%% 6tstll l" V 81 1' _,`g J A . IJ.. w 9 Cc , o N O,( Q m U' a�� .� sn�,�a.� •S I- t- ,r 61 To the best of the Engineer's know g , m ormation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th 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 �rV z 0�1� ►> U-) in M U-) -(0 LO O.. to •� d- <C L LL a I- IY V a o Q .� z WJ 0 �t- oz w� z ¢a v! J z n a Yi¢�� zgo LLJ OWZ JW _ W,g VERDI J FWo Q z z Icy > � f z i-1 � 06 v� 3 D c M z F 0 0 O r fu REDEEM`� CL Q z � wpVs o J .'. �. O U 90,-2 yyy.a, t1 Nw0: � d'oWo z Z ^ T. � �It2 C I- J ��..� L0 V W z g - o C 1 w U z t7iJ z o z �z Z Jo ¢z g = r1 14 o— L g SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2nO SHEET NO. S3 (MONO)