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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 ,\ P') VARIES / INS 5/8" OR 1/2" HIGH J 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 (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 16" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON�3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) 4 WWF OR FIBERMESH PITCH > 4:12 o e (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I (I °' e ° ' I — I q FOR ROOF PITCH 4:12 OR LESS. I IWI-111I �IPRE ENGINEERED WOODTRUSS a@24" O.C. U.N.O. I I rl HURRICANE ANCHOR @ EACH -=I I �I—I I I I I I III 1 1 ;TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING /--SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — — INFORMATION. ALUMINUM DRIP EDGE TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'4', —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 0 31/2" MIN. WWF OR FIBERMESH ° ° ° ° ° Z r31/2"MIN. I a d ELEV. 0-31/2" ° F.Fp2x4 CONT.°At ° -11 I—e —I "" _ l n e II-1 e IIIa 00 M— III . p 131/2"(min.)-4" d 31 /2"(min. - 4" �_ � f — GARAGE DEPTH VARIES ° a TI-�jI�I (2) #5 CONT. 4" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL � STEP 0 SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END s GARAGE W/A HABITABLE ROOM (U.N.O.) (OR „ GYP. TYPE „ X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 wl 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'4% (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) C; ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ot O.C. OR 5/8"00' WEDGE ANCHOR x 6 W1.4 x W1.4 11 d ° N dA.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C \12-N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2 ROWS OF 2 BLOCKING 00 31/2"(min.) - 4" =1 I I =I I11-1l I I WI (2) #5 CONT. 1 1 1 ,1 3, U.N.O. MIN. � TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" \ S3 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8 C.M.U. () x ;° 2x STUDS 16' O/C (1) ROW 2x BLOCKING @MID HGT. THIRD POINTS @ �� NOTE: � FOR WALL HGT. <_ 8'-6". (2) 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd FITS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT7t. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 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/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x W S BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 24" O.C. VERT. OR PLATE WASHER TYPICAL (10) 10d NAILS (IF NO UP LIFT ON °� IMPSON SP1 w/ 10 10d NAILS @ EA. STUD 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR () TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (6)1/4"x31/4" TAPCONS SPACE ANCHOR - 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS t„ WEEP SCREED INSTALLED BAR i¢ END OF 2" x PLATE WWF OR FIBERMESH r 2x P.T. PLATE WC") , ARCHITECTURAL TYP. PER MANUR X, e FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR PGS' M�N� vJ0 5 c 1x2 PT WD FURRING @ 24" O.C. ` ` GRADE �, ' ' ' ° ' z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 a- _l�-r e p t-r T e .p FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a -III—I I 1=1 I I °' ' p I=� I �I I I� 9 (1) #5 VERT. IN FILL Z co_ MONO OR STEMWALL ° — — n o 25" MIN. LAP [30" MIN. LAP] I — 1/2" GYPSUM WALLBOARD v CELLS (SEE FOOTING MONO SHOWN ° - III— _ _ _ w I I-1 ICI a —L T U.N.O. III— _ !L� — _ _ _ 6 MIL VAPOR BARRIER I I I=I I —L _I 11- I _ N FOUNDATION PLAN FOR CLARITY ° D °P °O T� D e e I ° R 1 7/8" �' I _ ' FOR LOCATIONS) p — 1= — = = 1—i H Mal _#5 REINFORCING BARI I I=1=1=1—III—III Z ' I ILL r ZCONT.—'N1x4 P.T. BASE NAILER 4"x4"INSPECTION °==11=1 I I—III=II I I —I1 #5 LAP SPLICE (2) #5 PORT AT EACH NOTE: ° ° _ I I I T�f--_�I_�-�Lf-T 36" MIN. LAP [36" MIN. LAP] ON 3 CHAIRS g III=III=III=III=III=III= „ „ , it 31/4" BASEBOARD *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO ° _ 8 1-4 8' FILLED CELL TYPICAL =III=III=1 = HI HII I II 95% MODIFIED PROCTOR ASTM I — 11=1 I I= I I=I —J T 101, (TYP.) W/ UPLIFT ONLY _ a, MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR III=III=III=III=III=III=III—III=III=III= I =III —III= 11= I I= I D1557) T ,�i»�r L „ I ��1-1 N MIN PSI MAY VARY PER TO CUT BLOCK OR POUR =1 I• (I III II II II I II II II II II II II II II II II II II II II II !III=1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HCJOK °Io MUNICIPALITY. CURB DUE TO SLOPE — -„ I- - - #6 LAP SPLICE TYPICAL INTERIOR BEARING it CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG W1.4XW1.4 WWF OR z DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" BELOW GRADE ��S3 ` SLAB INFORMATION. w , po 00 co v e L I 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > — ? min.) 4" N BARRIER C 1 A. A 'v GRADE CDD COMP. SOIL. e T O0 _ — —RI — — — — rn 1 F (COMPACTED TO 95% �ETT— — _ _ — O -(1) #5 REBAR W/ OPT. c; MODIFIED PROCTOR — S RE NCLOSURE 0o ASTM D1557)�II, ,I�INr� 3" MIN. CLR. (2) #5 REBAR CONT. 4" IX ON 3" CHAIRS TYP. 1 4" 1 1'4" 1 STD. 90 HOOK (SEE MIN. DETAIL) ) TYPICAL WALL SECTION K"A TYPICAL THICKENED SLAB EDGE L 3 SCALE: SCALE: 3/4" =1-0" SN o OPT: DEPRESS SLAB 5 Y2" ~ DEEP AND 6" BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY `g CONCRETE SLAB 14" PAVERS O.H.D. RECESS 'T z /n M i r E2 4.r p U o III L L -r* c 4— / ° „ •' / IT-j jj • 111— LI Jsj SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 0 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) NO GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS c� N M NC -• M ,•I � �IF:;; • • A T1 �I 00 SEE A/S3 OR J/S6 _I I I I j''�, FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST qRY) 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" 13 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIE�j 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) I r WWF OR FIBERMESH N_ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I , M P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 001-01, -- J CONT. BEAD SEALM Q INTERIOR ° . ° e -31 l2" � CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB--,- 0? a° C E. M 6 MIL VAPOR BARRIERI w I-_ w �_ w SEE FLOOR PLAN FOR LU STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE 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 SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E c� c�i FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 ill SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, BRICK PAVERS or SLAB PER ° �— 0'-0" FIN. FLR.Ah COMMUNITY SPECS — — — h= � =1 11=1 11=1 11=1 11=1 I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 O�i�i, �.%oorrri AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 FOR STRUCTURAL BEAM SIZE & l CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ---" t I '�8" ZO ATTACHED PER NAILING FOR REINF. INFO. 1 SCHEDULE 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 _� d. CONT. FOOTING STEEL MAT REINFORCING. t.' ' Cl) 00GRADE— 111 — a ° 111 Lu =III=III ° °. =III �111=III=1' Z Q ww zow =v aIT N0° `'tea w III III=III=III—III=1 III=III=III; FOOTING Il.�llllillllllllll!�IIII,,,II -III-III— BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL tl N SCALE: N.T.S. S3 0 CD ", z 0 —c z� z a U) z Cz Q) c +__j W o 0 ,„ LU E Of, tL! o 0 U U �� M F_ U C D M 0 OLL_ 00 U� ynCD Y ¢ m In a -W rn ¢ 6 8 1 D. N C 6 D C � ro,4cN' ,_ i W < n Z < m. J. M< 4_1 err 'vcC3a.- O o ❑ ❑ 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. O Z C4 O � N >(/)MO M Q M Lr) a CA a z f— a " �-O z � E Z W J � d' w Zc <a C/) J UQoa- 'Q �z080 �LuLU ZI Z � w 0 y��W K ' f pJ J C)�S V��o J Q ZZ Z Z Ln3: Z DC 06 Ln CU z .o r� 0 U = 4 Q 2;, uj� oW O J � U O 0 U��QJJ LL W J Q F 0 Woe 0 z o z a�o� JWcul r! aZ L Q �F Z8 Y < W F F V IZ-- W N Z4 w m ° J = �° Z z a V) SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO' 4v0 SHEET NO. S3 (MONO)