39950 Harmon Grove Ct - Laserfiche WebLink

Browse Search

ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ �4 INTERVALS NOT EXCEEDING @16" O.C. WI (2) 10'-0" (R302.11) 1Rd TnFNAII S T P. R FOR UNDERLAYMENT r I �- REQUIREMENTS SEE R905.1.1 I I I/ 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. PRE ENGINEERED WOOD rr TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,G HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER I ° . - SHINGLE ROOF, SHINGLES TO A . BE IN ACCORDANCE w/ ASTM -111=1 1 1=1 11= =III —III —II -II1=III—III=' - D7158-CLASS G or H, or ASTM I I=1 I [I 1=1 11=� P 1=1 I I-1 I-1 1 1=1' D3161-CLASS F, IN ' rl I=1 I I 111=� ° - - ACCORDANCE w/ TABLE I 111=1 11=1 I I-111=1 I R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 8 T ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G - ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 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 .) (OR %" GYP. TYPE @ 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. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" w (12)10d NAILS2"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 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" Q.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 24" O.C.)NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD "SIMILAR SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND c`' ELEV. 0--0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL A.F.F. T O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL -0'-3 1/2" @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 ° a p WWF OR FIBERMESH WWF OR FIBERMESH ° ° a ELEV.-0'" z �31/2"MIN. �31/2"MIN. ° a p a A.F.F. ° U ° ° b> 4 Q 4° N A ° 1 /2"(min.)- 4" — p ° 9 l i ��l=�r 1 /2"(min.)- 4„ 31/2"(m.) 1=Ia 31/2"(min)- 4"_ TI —III II I TI 11rTTTI� �81 (2) #5 CONT. 4,1 �'-4 8 (2) #5 CONT. 4" 1'-4" 8" rB U.N.O. MIN.@ TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLK�C� CC S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING `-SEE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT 2x BLOCKING HORIZONTALLY@ BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' SEE SECTION C/S3 FOR INTERVALS NOT EXCEEDING FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 1U-0" (R302.11) INTERVALS NOT EXCEEDING #5 VERT. IN FILLED CELL 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION �8" C.M.U. TYPICAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" 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 SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5!8"° x 10" "J" BOLT @ 24" 0/G W/ 2"°X 3/16" 10d NAILS BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK TYPE "S" MORTAR (IF NO UP LIFT ON PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " @ 24" O.C. VERT. OR @ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7"EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ ARCHITECTURAL w/ (10)10d NAILS N WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r E FINISH TYP, 2x P.T. PLATE PER MFR INSTRUCTIONS CAN,. Q�s 0_os�G1� e� 1x2 PT WD FURRING @ 24" O.C.-/ ASSUMED FINISHED #3 OR #4 REINFORCING BAR U P ° p n GRADE 40 MIN. F - 40ksi a . . A GRADE �„ ' ' z #3 & #4 LAP SPLICE y 1/2" GYPSUM WALLBOARD T a . FINISH GRADE 60 ' [GRADE 60 MIN. Fy= 60ksi] a .I = T m °' U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ° - - - ITI-III- I - Z ch .p o • 25"MIN. LAP [30"MIN. LAP] D • � � CELLS (SEE FOOTING MONO SHOWN o —I I _ - _ w - f-Mm- t> FOUNDATION PLANFOR CLARITY _ _ LLI O° 6 MIL VAPOR BARRIER { I I a• ° I ,= = I =_ °° R 17/8"TFOR LOCATIONS)o ° o _ _ I- I -I- #5 REINFORCING BAR I - 1IIIIIIIIIIII=III=� 1x4 P.T. BASE NAILER ° I i=I 11=1 1=1 1=1 1=1 1= t I �I I I- r #5 LAP SPLICE 4"x4"INSPECTION D I —I 11-) I I -III- I = I— I • 1111 � .I I 2) #5 CONT. NOTE: ° ° — — — - ° . " — _ — I_I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL g III=III=III=III=1 I =1 I I T COMP. SOIL. COMPACTED TO - ° - 8" 1'4' 8" FILLED CELL TYPICAL 1=1 I I-1 - I- I= I I e ( r l _ _ (TYP.) W/ UPLIFT ONLY 95/o MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB _ _ _ _ _ �-�=I ( I=I I I (I (=TI= M AT GARAGE CONTRACTOR 11=1 1=I 1=1 (=1 1=1 1=111=1 11=1 1=1 1=1 1=1 1=1 1=I 1=1 D1557) - -��-i i i-I i i i i #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER cn -III-1 I —I 1=1 1=1 —I 1=1 1=1 =1 1=1 1=1 I 1=1 I 1=1 1-1 11—' 4" V-4" TO CUT BLOCK OR POUR "—iT-111-111-1 I I II(=11 #6 LAP SPLICE MUNICIPALITY. CURB DUE TO SLOPE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 11 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. SLAB INFORMATION. I'00 A II 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR o f I I I`= I- .- z min.) 4" BARRIER I u, D 4 I ° Aa �r GRADE I _ r = COMP. SOIL. ° (COMPACTED TO 95% -T I MODIFIED PROCTOR I =TI=11 I I I ASTM D1557) M 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS/DRIVEWAY CONCRETE SLAB \ PAVERS---, SEE A/S3 OR J/S6— -t 477I 111,I i, I I I i FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (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. BLOCK WALL BEYOND O.H.D. RECESS z _ -0) #5 REBAR w/ OPT. I I- 11-111= 11=SGRE�N ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS (V ' M T �;• CO • SEE A/S3 OR J/S6 I I I I I I T13" FOR REINF. INFO. MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 314"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ci ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN � - TOP OF BEAM VV SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL zooc := _— —_ —° °: ' ° a ° I�, rrTl� TI�, rT� T� E BEAM SIZE & CONNECTION INFO r I a P.T. 2x 1/2" GYP. BD. >, HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT — ¢ INTERIOR 4. ° 31 /2" G °. 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 c - 80 co 6 MIL VAPOR z— BARRIER ' I1=1I=ICI L---I I— INMI: I: 4 4 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 I 2x4 #2 SYP P.T. FRAMING w! I I MIN 7/16" O.S.B. SHEATHING , ,I SEE A/S3/J/S6 ��j� - 8" Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE cr ¢ SEE TYP. WALL SECTION FOR ADDITIONAL jw SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM v7 SCALE:3/4"=1'-0° S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAMF ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DR SCREWS @ 8"O.C. TO PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL _ MAT REINFORCING. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE a �) FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 CN SIZE AND REINFORCEMENT)LU ° .- �- WWF OR FIBERMESH , BRICK PAVERS or SLAB PER Z a w p o `� v I —III —I —III—III—III—III w 1 = III=1 1= I I- Z -III= ! • ° a _ _ z < COMMUNITY SPECS " I; =_ � - -�'c -CI) ¢ 0-0 FIN. FLR.� `'•�':�%%off � i' .'�';�'��':�''`'�''`o`''`'' FOOTING J III —III —III —III —III U =1 1=1 1=1 1=1 I I BEYOND PAD REINFORCEMENT '' -I 11-1 I I -I I I-' (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 N N N M 0 ``0�4,t690t'¢�rB N ! E W, v N S�•sao,rs 4>'��o��C, co; 50 No p- .� op � r � M To the best of theREngmee s'khowiedge, information and belief, the structural plans and specifications Contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Lo a o 's N� v G 6F n 02 v, xt w to cnNo� u_ a Co u_ u- a 0 Z _ �-.; ° I wro O~w W C/5 a IL ¢ a N co O U tUq $ C¢] W ❑ ❑ ❑ z N M og z z J M N z 0 (� w U O N NLn w o C U t- J E 8 �I U U) �Q c O w Mz o Z U E W . O 23 } N N Z® g Q E g od U p N f— 0 O x o U O as o az a Z W7 i Y Z LL N J m a az u� co a Z dz W a0 �t O JZ < =F ;o o a ZI¢ a o~ U �L J Orn m 0 > U O W N Q U O O (.� � m � E T (D T_ = N r TT— o Lo ,.tom. 0 N r E O N rn M N M z CC � �; Z O y d U .•ice. Q p C JOB NO: 21-4270 SCALE : AS NOTED SHEET NO. S3 (MONO)