39693 Harvest Creek Ln - Laserfiche WebLink

Browse Search

5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8OR 1/2 HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS s BLOCKING @ 12" O.C. wl (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (DR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) /)!SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS, PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE:il STUD BELOW (1) ROW 2x BLOCKING @MID (12) 10d NAILS 21.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. 11 11 I r+nv nr .nn,r,r,r, /'%M -7/1L+" r, C% L (12)10d NAILS U.N.O. 2x #2 SPF STUDS NU 1. 1-UN WALL NU 1. <_ 6 -10 . (Z) 114 vvn r � 1 vvvvv vn u , v v.11.u.Im @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/ x J BOLT / (1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"016" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB MIN.) @ GARAGE SIDE IF SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR APPLICABLE.{ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK 5/8"° x 10" "J" BOLT 24" O.G. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE @ {2) #5 CONT. ON 3" 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II {#30) 6 x 6 W1.4 x W1.4 r:IF r" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " `' ELEV. 0'-0"1111-1 OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH >4:12 D °A.F.F.„ x6W1.4xW1.4 6x6W1.4xW1.4 2 ATTA MENTS 2" (2) LAYERS TYPE I OR TYPE II WWF OR FIBERMESH CH WWF OR FIBERMESH ° ' D. - p 31/2" MIN. 31/2" MIN. (#15 OR #30) UNDERLAYMENT ��I I —III=I m D I I—f I�1= 1=I FOR ROOF PITCH 4:12 OR LESS. -1 I I I D I I I 1=1 I I=1 I ° ° ° ° ° ° a ° ELEV. -0'-31/2" Z ' FOR UNDERLAYMENT 1 111=I I —I D • (� I I �I I �I °a ° ° A.F.F. p ° ° i ° ° d - ° ° ° °_ a d p > D > D REQUIREMENTS SEE R905. PRE ENGINEERED WOQD �-I I I I I I= ° — I ° ° 2x4 CONT. ° w ° . I i ° . i ) ° ° - _ D ° , : —III-111i ; 3112 (min.)- 4 _ D ° Lr11�11 31/2 (min. �4-]) TRUSS @ 24° O.C. U.N.O. - , i �l I r ° ° ° ° ° ° a a ° N 00 - 0 •' _ — _ °° — ;T III—L= T I I I I f� ITI I 1 I ° „=1 I I— „ „ I- 12 HURRICANE ANCHOR @ EACH - I=III=I I�— I I=�=I I I= GARAGE DEPTH VARIES ° 31/2 (min. - 4 I _ — =1 I J�_I I I� 31/2 (Ti) - 4 -I - (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ s -' t =1 � ,[ I 1=� r I I I � �I (=1 I I III—III—III—� I I III —I ff I' ' =I I I I �=1 11=1 I I I J 11=1 VARIES _ METAL PL. UNDER EA. TRUSS ° ° ° g a 11= =I I „I II i lII hT, I I T-1 I r I==I -,1I- (2) #5 CONT. 4„ 1,4„ 8„ (2) #5 CONT. 4„ Tr8„ MOISTURE BARRIER TYPICAL INTERIOR BEARING U.N.Q. MIN.U.N.O. MIN. INSULATION LE SHINGLE ROOF TYPICAL BEARING WALL STEP 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc-�� @K**'CC SN1 NAILING SCHEDULE ON SHT. „= ,- „ 83 83 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 SCALE: 3/4 -1 0 ELEV. VARIESAilk FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE G�N�\N�oU BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M ��o s INSULATION PER FBC AND ENERGY \�/ c 1 ROW 2x BLOCKING MID HGT. SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD "`••• oN.��N � O @ CEILING & 8" O.C. WALLS 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. < 8'-6 (2) ROWS EXTERIOR WALL NOTE:7 8"x8"X16" KNOCK -OUT APPLICATION 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR WALL HGT. > 8'-6". 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION CHART ON FLOOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL PLAN SEE CC/S3 OR C\i LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON 10d N SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 10 1 NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) Od NAILS 5/8"DIA. EXPANSION BOLT 24"O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL @ STD. 90-HOOK (SEE DETAIL 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) (6)1/4 x31/4 TAPCONS 6 x 6 W1.4 x WII A WWF OR 20" MIN. LAP [24" MIN. LAP] E *SIMPSON SP1 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY w/ (10) 10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH "' 2x P.T. PLATE C TYP. '� PER MFR INSTRUCTIONS D ° ARCHITECTURAL W FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING 24" O.C. ` GRADE N . D ' D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi n I° _� o @ r ' 0 [GRADE 60 MIN. Fy= 60ksi] � III I � � I—III=L—I I �_ 1) #5 VERT. IN FILL FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] a 1=f 11= ILI=I I I III I�-1 1=1 I1= 1/2" GYPSUM WALLBOARD ( MONO OR STEMWALL ° `'' -� i I- _ DJ 3 i—I i I —I LI I—� D • • I I=1 I=1►� U.N.O. CELLS (SEE FOOTING MONO SHOWN P - _I L w '=I-) I �_ ° ° o °� _ _ _ _ O° 6 MIL VAPOR BARRIER _ D t, ° I= I � -T _ FOUNDATION PLAN FOR CLARITY h" R 1 7/8" — I T—T=1 I I ---�L� FOR LOCATIONS) p° p o ° P =III=I == =1 1=I I I �, N z T #5 REINFORCING BAR -I 1[ T=T=1 I I —I I I I I —I I I 117 1x4 P.T. BASE NAILER „ „ p ° ° 1I =1I=1I1=1I1=1I1=1 I1= ? • D ' —I f #5 LAP SPLICE (2) #5 CONT.-II�, 4 x4 INSPECTION NOTE: ° D� 0 1=1 I I —I I I —I I I-1 I F9 ( =i ( I e . I � � 36"MIN. LAP 36" MIN. LAP ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH g I I I-1 I I-1 I —I I I=I I I —I I I- N _ D [ ] 8 1-4 8 *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO _ _ (TYP.) FILLED CELL TYPICAL I=) =III=1 7 I 1=111; 95% MODIFIED PROCTOR ASTM r I —I � 1 10" W/ UPLIFT ONLY _ _ _ _ _ _ _ _ 11= MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR (� I= � =1 � 1=1 � (=I � I=I � =III=1 � =I � = � =III=) I 1=) I 1=1 = � -1 11- D1557) — r � rr— r n•r— r r � - MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -� I, 1111 1I =I 1=1 1=I I I —I =I I I- III=I CURB DUE TO SLOPE''HE -1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HHOOKMUNICIPALITY. III -III_ -III ;III I I I„II � I,I � I , ,I I ICI I1-11I_ � � #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 LU NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING K�E REBAR DETAILS F WALL W/ UPLIFT G W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 SLAB INFORMATION. Z00 6x6W1.4xW1.4 D 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR I D I — z min.) 4" BARRIER I D; C d I I g • • — ° —° v • GRADE COMP. SOIL. 0 r — — — — — — — — COMPACTED TO 95% _ _ _ _ �—� � �—� T - — _ _ ( I I I I I I 1T[�--ITTTI I II I I — — - MR=, -(1) #5 REBAR w/ OPT. MODIFIED PROCTOR �I I �=I II I�ENCLOSURE ASTM D1557) —"1 I- I I �I I j I I �'' 3" MIN. CLR. ' (2) #5 REBAR CONT. 11'4"(l STORY) 4� ON 3" CHAIRS TYP. 4„ 1'-8" (2 STORY) STD. HOOK (SEE MIN. U.N.O. TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"-1-0 S3 SCALE: 3/4"=1'-0" 83 OPT: DEPRESS SLAB 5 Y22" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" PAVERS O.H.D. RECESS N1. z O.H.D. RECESS M �fl IIT SEE A/S3 OR J/S6 , T= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �— a .4.. •�:� -�1I��II� °o SEE A/S3 OR J/S6 I t ; T „ I I,1 I, 1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS 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" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 83 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'4, J CONT. BEAD SEAMM —I ¢ INTERIOR e -3 1/2, 4 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 00 c E co 6 MIL VAPOR - T—�T_ �'- BARRIER VARIES 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 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN n III —I (I- ZV it SEE OF PLAN HTS20 FOR STRUCTURAL 'r v - , - �TTI- (2) — BEAM SIZE & T a — CONNECTION INFO M T. 1 2x4 #2 SYP P.T. FRAMING w/ = 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J Uj w ABU66 SLAB STEP & RECESS S.G.D. rM � SCALE: 3/4"=1'-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 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -71 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD = - INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. „ ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS 0 ? GRADE a41 d FILLED SOLID (SEE PLAN FOR __ _ __ = a a _ —177 ' 6 x 6 W1.4 x W1.4 + SIZE AND REINFORCEMENT) CD=1 I I=III == ° d • I= 1=III=III=1' = T WWF OR FIBERMESH T M BRICK PAVERS or SLAB PER z 1= I— a w 11=1 I CO pp o _ -III= 0 —1 1= = w 1=1 1=1 1= z • •' • °• - -_-_' - z a ° G C •rrr1=T 0'-0" FIN. FLR.� COMMUNITY SPECS I— I� d _ - g w =1I1=111=1I1=1I I I I=111=111—_- FOOTING -' �II f�l r - I � 11=111=1 I I 111=11I- " — IllyI. 1111=111=1 IIII�IIIllll11llll BEYOND PAD REINFORCEMENT-] ,II—III.,,II MIN. CLEARANCE '' - '• :'3" SEE SCHEDULE CONC. PAD INFO. --__-_----- --'''-- :'.�''O''O''o'O'O'o' SEE SCHEDULE TAPER I ED COLUMN FIR IN I G �6D 1 �2 PATIO COLUMN FTG. DETAIL � �N INTERIOR WALL SLAB STEP NON-BRG. rK � f��1SE •�"'� ° ! ccyy . L, .�,. N��tr�Qi7]'ellategeaaa 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. fn v Q EpO co 00 00 O U N 4k (o 0 •7 G M to —I 4 W VJ cn�•-�a LL LL a CM W .4 r6 co W LL tL tL WWUI r 13 Z 2o 8N¢o r,-;;�o rm CC a W ci o Z 00 0 IL N0 U O U ❑0❑ z W z N M o g z N z o � � J 0_ N — N M 0z o +-,-+U3 LU U � —� O , U g N c 8 wa U � = t • U C w M M z ¢ o z Z Q. E o _� �_ Z® o X U a` 00 p C-4 ¢o 0 ::3 � c U y o of Z Z m Q W zo oM aLL o� I:. z1< J �N \ �o c CIO LJ. ^ CD O pa., m � .T�. = N r r .ice ( N T N r @ M 7— = O N o Z Z E m a U Q p JOB NO: 20-6581 SCALE : AS NOTED SHEET NO. S3 (MONO)