6306 Back Forty Lp - Laserfiche WebLink

Browse Search

c1S ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 -1 177 P') VARIES TY INSU 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 v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1U-0" (R302.11) 1 L 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z L PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 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 . ° SHINGLE ROOF, SHINGLES TO a �- BE IN ACCORDANCE w/ ASTM �- D7158-CLASS G or H, or ASTM T D3161-CLASS F, IN'fl o °wil ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING =L I I I I CODE 7TH EDITION (2020) 8„ -1 I RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR /^\ SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG ELEV. VARIESk SEE TYP, WALL SECTION SCALE: 3/4"=1'-0" k S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD WL U.N.O. (1) #5 VERT. IN FILL CELLS (SEE -z 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0_ - NOTE: EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE a00 s CV °P I s Z co _ 6 MIL VAPOR > - = z BARRIER- - • • — COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION K'A� SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �T z M � A _ 4„ f— SEE A/S3 OR J/S6 FOR REINF. INFO. �� 3" MIN. CLEARANCE 1' " (1 STOW ) / 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. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 2x4 CONT: I GARAGE DEPTH VARIES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR 5/" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (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 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"" x 10" "J" BOLT @ 24" O.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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"" x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"00/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 CD WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2-19 �31/2"MIN. �31/2"MIN. A.F.F. p w c > °. ° - 1/2"(min.)- 4" o ° T 1/2"(min.)C14 ;0 _ 00 — 31 1/2"(m n.) - 4" ° • 31 /2"(min.) - 4" - - - - (2) #5 CONT. -" 411 1 1-411 8" (2) #5 CONT. � 4m -.4 Tl-f 8r, U.N.O. MIN. U.N.O. TYPICAL BEARING WALL @ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 CON•��NV�JS�I 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs.t 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M �N�a 5 �G� J J LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR �, LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" „" „ „ „ " " 5/8 x 10 J BOLT @ 24 0/C W/ 2" X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON 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 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500# MIN. TENSION 2600# ) w/ (10)10d NAILS SPACED EVENLY r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR Q BOLTS 6" MAX FROM END OF 2" x PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �, € �* TYP ,; PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR > ° GRADE _ n . o z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi of ° MONO OR STEMWALL z ° D >. . FINISH GRADE 2 25" MIN. LAP 30" MIN. LAP [ ] [ GRADE 60 MIN. Fy= 60ksi] g — ro D °' T •- FOOTING MONO SHOWN 2 o0 - W LU ° FOR CLARITY 6 MIL VAPOR BARRIER ; ° - #5 REINFORCING BAR R 1 7/8" �' z ° C #5 LAP SPLICE (2) #5 CONT. NOTE: O *FORTE: BEARING WALL C14COMP. SOIL. (COMPACTED TO - ° °' I - 36" MIN. LAP [36" MIN. LAP] (1NP')CHAIRS 8" 114" 8" W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM 1 10" D1557) 4" 1'-4" - #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD'�� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL rE SCALE: 3/4"=1'-0" S3 REBAR DETAILS SCALE: N.T.S. rF S3SCALE: WALL w/ UPLIFT rG 3/4"=V-0"SLAB S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" INFORMATION.�,S3./)SLAB INFORMATION. 6x6W1.4xW1.4 WWF • • FIBERMESH �0GRADE hll ll�I hli - tivUvU;-` RlE _ • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" 73 EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS 4" T I + I SEE A/S3 OR J/S6 - I I W1. 1, I V FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP, BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALM INTERIOR • !A - CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m a 00 .� M 6 MIL VAPOR - BARRIER SEE PLAN 1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)� F WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR x &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O,S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j a SEE PLAN FOR STRUCTURAL 2X STUDS @ 24" O.C. U.N.O. :� o SEE DETAIL 16/D1 FOR w COLUMN SIZE AND BASE LUCONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL _ AT s o.c. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, „ ON FLOOR PLAN w 0 SIZE VARIES PER PLAN CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E a > _jL FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH c.,,LU ° BRICK PAVERS or SLAB PER �, 1%11 r•ILI rr n -.I-COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 SEE FOUNDATION • , •�. CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 3/4" = V.0" SEE A/S3/J/S6 J l � + 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -, EXTEND FILL CELLS TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. r ' 80 RAD M w z= � • w ~ a w W z So(n= z FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 re+�s N C2 N c N � 0a a� q 11' Q O aF_ o m o y N t CO Q tV Z CC 3 r d a c IA CL f° o a ca 0 zl�, • ' \\ • 2 � •,��//tlrl�sll�t�� To the best of the Engineer's knowledge, 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. 6) gp8 N G Log 6 's C MM YI '0C4 0 J tlJ M V 2s q4 LL C J LL Z LL W aL S o — d Z S � L y L O W�pjO' LL=�zdrJ N r OU Z L) U) W ❑❑ cD � z z z - N N z � tQ)t , T U O �a I c rn Y IO Q N W N ggw f o0 �aR QE E =o Z RU �oz �U wg W� m1 Z ) Za 3b 'LL J � _R U �0 > Lo J 0 rn m M 0 co Lr) M .-. co a N Q � o J N A Li. U) 00o � N^ H Q Y LL O r%_ Y c0 04 m O) N LCi r Q o M T �• E (0 V y T Z Z � E E co d Go) ui E `m 0- v U � o c JOB NO: 23-00513 SCALE : AS NOTED SHEET NO. S3 (MONO)