3299 Lytton Hall Dr - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES INSUL TION LEA / 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 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 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) 45 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II °' ° (#15 OR 430) UNDERLAYMENT D. °�lrffi 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/ g g� METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFTf GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. — — ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR G/S3 FOR ANCHOR \ 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) /�- *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24' O.C. 1/2" GYPSUM WALLBOARD—(1),45 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL *FOR BEARING WALL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 42 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 s „ „ „ .) (OR / GYP. TYPE X @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TJAND WALL-HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-11 SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE AINSULATION 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 REINFORCEMENT AND WIL2x INCLUDE THE WALL P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2„ WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH 3 1/2" MIN. ELEV. 4-3 1/2" z ' D A.F.F. 00 _ � +— _ 31/2"(min.)- 4" -1 N 31/2"(min. - 4" =1 11=1 f�f I I I f17=1 11=1 I I I I I� I i II I T� (2) #5 CONT. 4" U.N.O. MIN. TYPICAL BEARING WALL @ STEP as SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" S�CUR� ecs M �31/2" MIN. ° 1 1=_ r 17, ITS'1/2"(min.)- 4" 00 ' ° III—iT� 31/2"(min.) - 4" =III=1 I T — III I III—I—ll�il ITi 111 I' 11 I— = I-1 I �iTl ITI=I 1T� (2) #5 CONT. 4 r I i Tt�,_4 ,1 I—Trr rr8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�Mops � INSULATION PER FBC AND ENERGY coN 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ccl LAYERS W/ TOTAL THICKNESS 7/8" OVER "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 AOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1!8" THICK. K.O. BLOCK @ 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 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED777 BAR r 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE Z GV D ° D coP o —I Z FINISH GRADE 2 oo GRADE 40 MIN. F = 40ksi #3 & #4 LAP SPLICE y (GRADE 60 MIN. Fy- 60ksi] 25" MIN. LAP [30" MIN. LAP] ° D — — — — — 17 O° 6 MIL VAPOR BARRIEIR III III u ° I =�= I I— _ °° ° _ _ _ _ I I—�- #5 REINFORCING BAR R 1 7/8' —� 1=I I I=I I IE I I I=III=I I I= , N z T —I IT 1T�1I1=1T� r #5 LAP SPLICE D° —I I_I=1 1=1 11—I I FEI 11=1 I I I I TI= T� 1 11�=1T 1 g ° D III —III —III —III —III —III- iv I I I OMPACTED TOp°. I = I I I I I� 1 36" MIN. LAP [36" MIN. LAP] 1=III=III=III=III=1111 r COMP. OMMODIFIEDCPROCTOR AS TTM [4. _ i I = D1557)I 1TITIIIIT° 1'4' =1 11=1 11=1 11=1 11=1 11=1 11=1 i'- MUNICIPALITY, — CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR "FIBERMESH"DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL � SLAB INFORMATION. It 't=I�� = I/ I r- ° L °D i I 6x6W1.4xW1.4 6 MIL VAPOR I II I e •I I I —I I = z *o min/24" WWF OR FIBERMESH BARRIER D' D a I COMP, SOIL. 11I (COMPACTED TO 95% MODIFIED PROCTOR III III I l f T I f=1 I I I I ASTM D1557) (2) #5 REBAR CONT. 3" MIN, CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS z a n 00 • T SEE A/S3 OR J/S6 �I l i l l l 11 --iiI FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR)) / 1'-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. � l',� t• tr ,� ■ t• � t• l � t• tr � t• t• �� t• tr � � t•: �A SCALE: 3/4"=V-0" z GRADE (1) #5 REBAR w/ OPT. 11= I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 N }— M .. .,-•1-�-I• _1 I G I LEI 11=_I �.. ..... a -11� d 1- BLOCK WALL BEYOND O.H.D. RECESS + t. ." � I 00 11- r SEE A/S3 0R J/S6 J FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) 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. SCALE: 3/4"=V-0" P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol a J CONT. BEAD SEALANT ° Q INTERIOR -3 1 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as a n M 6 MIL VAPOR �'�I = = I 1 BARRIER =III=1I LI I I �III�IIIIIIIIIII 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOCn BOLTS 6" MAX FROM CL LU w END OF 2" x PLATE � D w g ' I-1� III I I .L � • '—III,; II111�� II-1il 10" f #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r' BEAM SIZE & CONNECTION INFO I I $ 2x4 P.T. 1 2x4 #2 SYP P.T. FRAMING w/ PLATE 7/16" I MIN 7/16" O.S.B. SHEATHING O.S.B. z0 ATTACHED PER NAILING _ w SCHEDULE COLUMN LOCATION Q w 6x6 P.T. #2 SYP �W Uj ABU66 —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 �1I2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR =_ 6 x 6 W1.4 x W1.4 cal SIZE AND REINFORCEMENT) T WWF OR FIBERMESH a BRICK PAVERS or SLAB PER _ — _III :.III=I I I=1 11=f 11=1 11=1 11= 0'-0" FIN. FLR.jk COMMUNITY SPECS ��/Li`/'� -----=1 '------ �/spa? • �• ------=-----------��/ / GO © .... 1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 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 26004) 6x6W1.4xW1.4 WWF OR FIBERMESH T I I=III—III=1� III III —III —III (2) #5 CONT. ON 3" CHAIRS (TYP.} 8" 1"' 4" 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O,) �� I WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. t OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �' SLAB STEP & RECESS an S.G.D. M SCALE:3/4"=V-0" S3 MASONRYWALLAND� PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD .� CONT. FOOTING STEEL MAT REINFORCING. �' ' M 00 GRADE_ — a w ;III —III a a. —I —III— Z =—III—I —III—I I —III —III w o w 0 1=1I=1I=1 z 00 illl=l e • as = _ = _ M� 1=I =III=III=III=III =III=III= FOOTING I III —III —III —III —III III—III—III- ll,, lll�illlllilllll llll ,ll -III,-III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 j C N M� (D 00 z � v a z Q M d N M to z Q) a V) Y Lu o •o o< — w N C o �N N c� m w � ,— 19 E o ml•... = 8 v o � sm N N M Q� z 0 wz r_ J- O W w Ii a NLLo Lu m z W U 10 z ox WL� W. ref k pQ�+' r °•. D Ilk To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 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 co M p w 6 J CL E E 0 i w Z© ❑ a co c a KE u o O b N alo Q a IY¢ d w L (B aim woo Q Z , m o ❑,� Z, _ C J m ° Q W z (n sz a ofa 3 Qo a� =� F¢ cDcD ¢¢ }O co 5 a 3 � T 'M L \W LO M � T Q C o N co I— \� wo r U C wo m V r LO J O Ln T' 2 Lo rn N r ui E M N CM CM 3 r o z z E O a U Q Q J JOB NO: 19-5334 SCALE : AS NOTED SHEET NO. S3 (MONO)