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If (1) ROW 2x BLOCKING @ MID 1 II 2x #2 SPF STUDS @16" O.C. W/ (2) 161 TOENAILS T & B HGT. FOR WALL HGT. <_ 8 -6 . (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `13 PITCH > 4:12 ► ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT °' . .. -i ► 4 D . T FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH ?FP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8= — METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INsawioN LE 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"=V-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE tin 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 EACH END (WHEN PARALLEL) (U.N.O.) (OR %' GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-0". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ( )10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cr (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0"OL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS 2e 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH a ° ° ° , ° ° a ° ELEV. 4-3 1/2" Z �31/2"MIN. �31/2"MIN. I ° d °� 2x4 CONT. ° a ° A.F.F. o " , ° a c = ° ' 1/2 (min.)- 4 w gw °° P �• oo,�,GARAGE DEPTH VARIES ° 31/2"(min. - 4" 31/2"(min.),a ° (2) #5 CONT. 4" 1'�" 8" (2) #5 CONT. —� 4��U.N.O. MIN. U.N. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 E� �p SE BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �s•�` GYP. TYPE "X" @ GARAGE \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. EE OFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ SCREWS @ 7" O.C. SHEE LOAD BEARING OR NSULATION PEROBC AND ENERGY �/ ��o�`NU�S (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 7 FOR WALL HGT. s 8'-6". (2) ROWS INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR CHART ON FLOOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8'-6". PLAN SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL 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 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT �° 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR (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 @ I.A. STUD 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR ( *SIMPSON (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] SPACE ANCHOR 3500#, MIN. TENSION 2600# _' ) E SP1 SPACED EVENLY FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �I wl (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH T ARCHITECTURAL TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° ' ► 1x2 PT WD FURRING @ 24" O.C. FINISH •• '• GRADE " ' ► ► :° = z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a - ' ° • ► _ (1) #5 VERT. IN FILL MONO OR STEMWALL z �"' a ► FINISH GRADEJ go 2 „ 25 MIN. LAP 30 MIN. LAP] [ 1 [GRADE 60 MIN. Fy= 60ksi] 7R% p .. 4 GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN o o = °D w ° U.N.O. FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER R n ° °Q R 1 7/8 „ v _ FOR LOCATIONS) , o ° ° I —III —III —III —III —III —I = z #5 REINFORCING BAR _ 1x4 P.T. BASE NAILER 4"x4"INSPECTION ° ° D° III —I I I—III-1 I 1=III=1 I I= i I=1 � 1=III=III=1 � 1=III=1 I� � ► ' #5 LAP SPLICE (2) #5 CONT. — — 31/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL g ° o o III —III —III —III —III —III= N I=1 I 1=I I=I I=III—I I— i r COMP. SOIL. (COMPACTED TO o ° 36"MIN. LAP [36" MIN. lAP] �, ON 3 CHAIRS p (TYP-) 8" 1'-4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ —1 _ ___ 95% MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR I I=III=III=I I I=I I I=III=III=1 I I=I 1=III=1 I I=III=) —III I I=III=III=1 I=III=III=III—III=1 1=1 I 1=III=1 I D1557) — — REINFORCING BAR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR I I I Il ll I II II I II II I II I II —III—III—III—III I I=1 I I1=1 I-1 I— I 4" 1-a" #6 LAP SPLICE #5 STD. 90 HOOK TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE To SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4' to 6" BELOW GRADE "_ , " SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 SEE TYP. WALL SECTION FOR ADDITIONAL „_ r „ SCALE: 3/4 -1-0 ��3� SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. T 14t° •► ` I i00 c Z 6x6W1.4xW1.4 SEE PLAN RIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ► = °Q 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM wl (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR ► , z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER f p i p 1 ° " v GRADE AT 24" O.C. MAX. SEE PLAN FOR' CONNECTION INFO ` ° COMP. SOIL. • ° _ °O ! &LAYOUT DESIGN • . TOP OF BEAM ( COMPACTED TO 95% 01 #5 REBAR w/ OPT. SEE ROOF PLAN = ° < � ° . ' '• ° * `r � � MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 4 1'-4" (1 STORY) STD 90 WOOK (SEE VCLOSURE (2) HTS20 FOR STRUCTURAL E _ ° BEAM SIZE & Air N � CONNECTION INFO ° " ON 3" CHAIRS TYP. 4. 1'-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE. 3/4 -1-0S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6' BEYOND I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. 8" z ATTACHED PER NAILING w SCHEDULE OPTION #1 = ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > J 6x6 P.T. #2 SYP SLAB INFORMATION. HOLD GYP. BD. w 1/2" FROM SLAB 8 ABU66 SLAB STEP & RECESS a S.G.D. M 0� CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ° 3 1/2a SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASCONCRETE SLAB 14 13 = 4 . COLUMN TO PORCH SILL PADOFOOTINGLL AND O.H.D. RECESS z O H D RECESS E _ •' ' GARAGE ATTACHMENTS & 18/Di O.C. PAVERS = SEE A/S3 OR J/S6 _ FOR REINF. INFO. 3" MIN. CLEARANCE 1 ' (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 (2 STOR GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. C„) • ' CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. 1/2" GYPSUM WALLBOARD U.N.O. WI DRYWALL SCREWS @ 8-O.C. FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 8" MASONRY WALL EXTEND FILL CELLS 2 TO FOUNDATION PAD E d " : STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' '' �. • PLATE TO CONCRETE " ON FLOOR PLAN SIZE VARIES PER PLAN • ' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS Z GRADE—_ * •. -' i.• : .: , ..., oo 4 _, TENSION 120#) CONCRETE SLAB E _ � M FILLED SOLID (SEE PLAN FOR — _ = _ — — ° a = 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT)0 — *.:• ' •,' :�'� c �- WWF OR FIBERMESH M z —I I —III —I I (=III w w a BRICK PAVERS or SLAB PER a W 11=I I I I =1 I=1 1= z o o `n = I =1 ! • ° a • 6 MIL VAPOR 0'-0" FIN. FLR.�i COMMUNITY SPECS co — 11=1 =1 11=1 11=1 11=1 I I I I I I I=1 I I—= SEE Als3 OR J/ss BARRIER III III—III—III—III-1 I 1=I I 1=III— FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE I I I -III —III —III —III I I ...I I I -I I I—' BEYOND 1'4" (1 STC RY) PAD REINFORCEMENT =1 11=1 11=i i t—' ' 3" MIN. CLEARANCE 1'-8" (2 ST Rlt) 4" 4" ~••y ti ;� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .... • . ,�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING KCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3/4"=11.0• SCALE: N.T.S. S3 ADDITIONAL INFORMATION. i' , 1��iaaalssll e�� U C�° F. Q ••••'• 5E-Ze o•• r 00 1411111t1 To the best of the Engineers knowledge, information and betlef, the structural plans and specifications contained wihn these drawings campy with the 2017 Florida Building Code - Residential 0th Edition. Engineers signature and seal is only for the structural engineering potions of the drawing pages bearing Engineers signature and seal. h �p pppp 40 J U. a 'rh W ' C6& aU. aa�o Y "j Qw- 0 F�g w mow°° co IL L Z N Q 2 3 W U ❑❑❑❑ z z J a �N v�LL z �0 "' e N N c � U_ m a �0 � M N w LL_ E � 8 �R ie Q Z E 8 E O E o� z 3 0:z a z L N >_ - � O NO m0 g& >W z V1 J `�i 3 iK a g � Z o O w 3 �W 8% N. .2M � rn IM L 10 0) .= O CM .-. CL F- ^C CD 2 CD W T N CF)TLO M N T E c. T T— C'7 6 E M E O z ` a O 0 SO o C� JOB NO: 20-0563 SCALE : AS NOTED SHEET NO. S3 (MONO)