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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 `(TYP-) VARIES 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B \\ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z F'RE ENGINEERED WOOD APPLICABLE. v TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _2 HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) WI (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 > e HINGLE ROOF, SHINGLES TO e . EE IN ACCORDANCE w/ ASTM C17158-CLASS G or H, or ASTM'- D3161-CLASS F, IN ° ACCORDANCE w/ TABLE F:905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ —I RESIDENTIAL F:OOF SHEATHING - SEE I-CHEDULE- [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR :;HEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING IIIVEDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.01 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) T►'PE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 112" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FCUNDATION PLAN FCR LOCATIONS) 1x4 P.T. BASE NAILER 4")4" INSPECTION 31/4" BASEBOARD PCRT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB C•,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TC CUT BLOCK OR POUR MUNICIPALITY. CL RB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NCTE:EXTEND WlAXW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c Cy • y r • c Z 00 Cl) � o0 6 MIL VAPOR,/> — z BARRIER D• • = r COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE O 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14@1 O.H.D. RECESS PAVERS M • 4„ A.:. • °Q '. i • , T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEI3RESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS j,� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 7/1 5l8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH /11 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 �" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 21`1x 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 5000' WEDGE ANCHOR NSULATION 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" ,,, „„ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS = 5/8 x 10 J„ BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE 2"04/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OL (ALT: 1/2"xl2" 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 x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2" ATTACHMENTS 2 WWF OR FIBERMESH 6 x 6 OR FIBERMESH ` • .? 31/2"MIN. 31/2"MIN. 6 x 6 W1.4 x W1.4 ELEV. -0�-It 31/2 - 2x4 CONT. - ° A.F.F. p e , 1/2"(min.)-4" y �T 1/2"(min.)-4" N oot+ a oo GARAGE DEPTH VARIES r31'/2"'(min.) II11 min.) - 4" - c 1Luq - - — — — (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. - 4" m ,-41 8" GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc_� @- rcC SCALE: 3/4"=V-0" S3 SHEAR WALL SCALE: 3/4 -1-0S3 SCALE: 3/4 -1-0S3 GON' oS�J tvo 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QGs 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 �M0M co S 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 N 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" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK 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 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"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 500#, MIN. TENSION 2600# ) W/ 10 10d NAILS ( ) SPACED EVENLY t" FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ TYP. 2x P.T. PLATE c PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH �, ASSUMED FINISHED #3 OR #4 REINFORCING BAR _ v o ° ' GRADE ;, III} �— ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e MONO OR STEMWALL Z M 4 ° �. ° FINISH GRADE o0 25" MIN. LAP 30"MIN. LAP [ ] [GRADE 60 MIN. Fy= 60ksiJ a g . — m D o 0 FOOTING MONO SHOWN _ G o0 w W ° 71. FOR CLARITY - — = .— 6 MIL VAPOR BARRIER °e ° - #5 REINFORCING BAR R 1 718" "' — =1 _ z A N Z .- — - - #5 LAP SPLICE NOTE: �, ` , -III i I i=III 1 � I � i I I I � • — (2) #5 CONT. - �- N > ° _ 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 1,�„ 8„ *FOR BEARING WALL __ _ COMP. SOIL. (COMPACTED TO Laxx/— W/UPLIFT ONLY _ —_ = 95%MODIFIED PROCTOR ASTM — — —�.fi 10" (TYP.) D1557) — 411 1� 411 #6 REINFORCING BAR #5 STD. 90 HOOK -111- l -1 -III 11 l #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SCALE: N.T.S. rG SLAB INFORMATION. `S3 SLAB INFORMATION. S3 S3 SCALE: 3/4"=1'-0° S3 6x6W1.4xW1.4 .m- OR FIBERIhESA i.:i � @ Fir I�r � mGRADE� "'II�II�II�II�II�III�111�11�111� MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13" S O.H.D. RECESS s , N Cl) N rw 4" I .e• . 1 •~,. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST 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" J CONT. BEAD SEALM -410 INTERIOR a. . a• -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB N M 6 MIL VAPOR _ BARRIER — SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)� r WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR ' " TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN c ° (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & N ' CONNECTION INFO M 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 s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Cn 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 g SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN w � SIZE VARIES PER PLAN M CONT. BEAD SEALANT �Ibr,,, a > w/ MIN. (2) #5 VERTICALS 00 ? GRAD E >UJFILLED SOLID (SEE PLAN FOR = _ ° 6x6W1.4xW1.4 N ' � w SIZE AND REINFORCEMENT) 0 _= � = _ �• ,i � -- I I WWF OR FIBERMESH '- Cl) to z III- W ~ n. W W �-1 1 -1 . III — I'7. I= W ° �—COMMUNITY BRICK PAVERS or SLAB PER SPECS 80 � =' - • • • - z4 — 4" 14#1 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 _' 1� 111 i�- iHi '=� 1 FOOTING 0 I I BEYOND PAD REINFORCEMENT -.I I__ 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N U � -o O a» � ... h s 0 c A V N — m 10 O L N ao y a+ m� agm a tr •— M 0 ..•. e�iP1E�ii4'�,�ff� t v V IV s�z,�``r'' .. ��. C-5 < 0 • Ov r `. f��ra rLr�l{t F6Zltl�,�a��rk�. 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 - Residentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) FW Q � � 07 N m �NO� Q ik LL M v CJ LL W Z JLLtr' a rn 0- 4 C% W Nm 5� W� ' CDm W Z IL N M 0 Z J o� 0 W CIO z z o V J — tl z �� LL f6 V L W W � W -� O w W � z U • c Q Y � � ) �W z O 20 ° s® Q Q ao u �� Q Q Z oa WK Q XU j°U Z L K J <O g� mi FF u� 0 � aCD � LLLL U a �W W >M J O 0 T L O COT T T T m LO 04 cc)c .�] N Q N r n m T LID Z Z EO02) of n p U _j ¢ p JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. S3 (MONO)