36442 Garden Wall Way - 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 `(TYP•) VARIES INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE 'I @ 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 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH--Zl" TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING �IL1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16- O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3116" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5!8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 3/8" MORR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN TAAND @ 12" O.C. @FIELD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & � SLAB &BLOCK EDGES, "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @EACH @ 6" MAX FROM END OF 2 x PLATE IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' `' ELEV. Y-0" (ALT: 1/2"12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE MOISTURE BARRIER o ° A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO ° t�l @ 24" O.C.) 2 ATTACHMENTS 2" BE IN ACCORDANCE w/ ASTM _ _ °' D ..' I I I I _ z WWF OR FIBERMESH WWF OR FIBERMESH D7158-CLASS G or H, or ASTM 1 ELEV. -01A.F FM o 31/2 MIN. �31/2 MIN. D3161-CLASS F, IN _� ° I 2x4 CONT. o ° ° ACCORDANCE w/ TABLE zr 1 �� - I I - [ I o e - 1/2"(min.)- 4" 1/2"(min.)- 4" R905.2.6.1, FLORIDA BUILDING _ -_ _ _ I I ' CODE 7TH EDITION (2020) I I I - GARAGE DEPTH VARIES 31/2"(min. - 4" o • 31/2"(�1:7.- RESIDENTIAL- ROOF SHEATHING - SEE 4" 8" FRAMINGSCHEDULE - [RSHFORN TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ 1,4„ g„ (2) #5 CONT. U.N.O. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL 0. STEP MI SHEARWALLrc N. TYPICAL BEARING WALL @ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=VI S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" kS3-7 SCALE: 3/4"=1'-0" kS3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA •2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS • 8"16" 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 U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"1 INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11 NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N _ r ° I 002 co - - - — > 00 6 MIL VAPOR BARRIER ; D 1 — t> • • — 04 COMP. SOIL. ° (COMPACTED TO 95% U-M ff MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-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 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z 4„ Op _ •y SEE A/S3 OR J/S6 1 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 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. 1/2" OR 7116" 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. 1501• �� ICJ PGS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M �*� s LOAD BEARING OR INSULATION PER FBC AND ENERGY c �'� U 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) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10'-0- (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION 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. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 3500# MIN. TENSION 2600# (6) 1/4"1 1/4"TAPCONS ) *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR w/ (10)10d NAILS iv FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 r r 2x P.T. PLATE END OF 2 x PLATE WWF OR FIBERMESH Cl) E TYP. � PER MFR INSTRUCTIONS r I ASSUMED FINISHED #3 OR #4 REINFORCING BAR > ° GRADE , _ ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy7401si, 0- ° FINISH GRADE °O [GRADE 60 MIN. Fy a MONO OR STEMWALL g Cl) — -0 P • 25" MIN. LAP [30" MIN. LAP] g D FOOTING MONO SHOWN - wuj r- 00 6 MIL VAPOR BARRIER P > ° - - °Q R 1 7/8" U ° FOR CLARITY - _ °. #5 REINFORCING BAR T #5 LAP SPLICE _ - - - (2) #5 CONT. NOTE: _ n — — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS N * - 1 1 11 1 FOR BEARING WALL - � __ r- COMP. SOIL. (COMPACTED TO - ) g 1 � g WI UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM _ - 10" - -r TYP. -'- _- D1557) #6 REINFORCING BAR #5 STD. 90 HOOK - 41, V All #6 LAP SPLICE - TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4' 1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 6x6W1.4xW1.4 n,. OR FIBERMESM GRADE 1i�11=ill�It�•IIaffill 11 • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT I 13' O.H.D. RECESS E d = 1 N Cl) r • • _ • ' : ! I ;0 411 _1 r- •y SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC 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 SEALA� a - • INTERIOR •• T 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 m •e C 7 M 6 MIL VAPOR -_ BARRIER SEE PLAN 1 1/2" RECESS FOR V IE 6 x 6 W1.4 x W1 A 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. " „ CONNECTION INFO ° SEE PLAN FOR jk & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN ° c n v ° - (2) HTS20 FOR STRUCTURAL - m BEAM SIZE & N a I CONNECTION INFO I 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS Q@ S.G.D. M 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 GARAGE COLUMN TO PORCH SILL ' AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -, W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�" ' 11 ON FLOOR PLAN CONT. BEAD SEALANT W 0 > SIZE VARIES PER PLAN MIN. #5 VERTICALS ?GRADE a w/ (2) E wL FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 cal Ei Ei w SIZE AND REINFORCEMENT) W C7 • T WWF OR FIBERMESH �, ►= I`_ w v BRICK PAVERS or SLAB PER LU W_ p o = • �' • '• - a 11 / COMMUNITY SPECS " _z -- - "' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4'1 S3 - _ = OOTING _ = BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE E SCHEDULE) SC (SEE DU E ) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N O N tD o � v Z > W Q C r— CP -�LI .t, (a O y N t7 J Q d N Y d -fx a 3 � M d = o E � o ��,� \�1e��ttlNllilJttlp� iot P`GF,N S E'6 FA"%.. e61 •, 0 2. 7rrt,Itf?i6,t� �a+��ti;� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. FW- c E a O 0,$ 0 -i ai LL 6' Uk Q C u_ IL w == n. ,n JLLLL w -v a Z t 0o • Cti°� � � N f O v o SS co x 0 un W �gco Z Nz a N do � Z N WCD Z N g z z Q _ - N M N Z � C9 0 u- N ft3 W � U O W s to c w YZV) v W M t x U Q N O s� o M M ya z0 z �° oLL 0� E O E U 'z =® oa t�O0 ao 0° U z O E O � N r gz g �¢o w� ¢ y L C QY U m0 OLL Z z r-•f Q� Vi J m ra Q W iZU O O. O29 � a z W z w¢ 2� > ° <D "IT za a ti O3 - o 0 clO124 2 > CV) O M N ca Z) p Je (� O 0° Li) a--r � 04 04 0 O � O E c04 CV N 0 m z iri r E r = a E o m ci ¢ o JOB NO: 22-12361 SCALE : AS NOTED SHEET NO. S3 (MONO)