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7vr _1vr 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 s BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE ( TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @MID (12)10d NAILS 21'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 HGT. FOR WALL HGT. < 8 -6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 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 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-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"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. - 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) ;;4. 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & c SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2 #5 CONT. ON 3" �' - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) C 6 x 6 W1.4 x W1.4 � T17 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " `' ELEV. 0'-0" PITCH > 4:12 p ° OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 ° ° A.F.F. O.C.) WWF OR FIBERMESH WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II .. °' � � ° c� 31/2"MIN. 31/2"MIN. (#15 OR #30) UNDERLAYMENT -I I �I I I I -I I I i �I I �I I �I I RN �I p p I=I ° ° ° ° ° ° ° a ELEV. -0'-31 /2" z FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I - =1, a O p °- I I ( III I I I- 11=I 11=I I A.F.F. O _ _ _ REQUIREMENTS SEE R905. EE+ PRE ENGINEERED WOOD 'rI I I=-� ICI _ - I ° a 2x4 CONT. ° b III a II-III=III=� 1/2"(min.)-4" _ - '31/2"(min.)-4" ° I i �I I I -I TRUSS @ 24° O.C. U.N.O. 12 HURRICANE ANCHOR @EACH I I I ==I 1 I - I -r II I . ° ° ° a°° CD 4 ° ° - =- P. 31/2"(min4" 1- °° 1 I - 31/2 I�I= "min.) • -I -I -_, TYP.)VTRUSS (SEE UPLIFT SCHED.) W/ ARIES = ° ° GARAGE DEPTH VARIES I _ T IICI METAL PL. UNDER EA. TRUSS g° ° ° (2) #5 CONT. I I'1' 4;'-"' 8 I-1 I-III-�-I I 1=I I -I 11= (2) #5 CONT. 4 MOISTURE BARRIER TYPICAL INTERIOR BEARINGU.N.O. 4„ MIN. MIN. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc_,N�TYPICAL BEARING WALL @ STEPrCC NAILING SCHEDULE ON SHT. SN1 „= , „ SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 FOR ADDITIONAL SLAB „= , II SCALE: 3/4 -1 0 53 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs' W/A HABITABLE ROOM 12" •N.0• 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS, 2x STUDS @ 16" O/C M\N�Uo s SCREWS @ 7" O.C. SHEET 2x STUD ,o N(1) ROW 2x BLOCKING @ MID HGT. LOAD BEARING OR INSULATION PER FBC AND ENERGY co CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD () @ 7WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2"PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) .GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 nOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER BOLT INFO. 5/8'x6' J BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS 8" C.M.U. TYPICAL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD PE 'IS" MORTAR ) MIN. 2500 PSI CONCRETE SLAB W/ 3500#SPACE ANCHOR, MIN. TENSION 2600#) SIMPSON SP1 6 1/4"x31/4" TAPCONS BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] * SPACED EVENLY ZX PT PLATE #5 REINFORCING N FIBERMESH BAR w END OF 2" x PLATE WWF OR FIBERMESH r w/ (10)10d NAILS C%j WEEP SCREED INSTALLED 2x P.T. PLATE ARCHITECTURAL �'P � PER MFR INSTRUCTIONS p ° p FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ° GRADE - p p 0 . GRADE 40 MIN. Fy= 40ksi ° p. T- z #3 & #4 LAP SPLICE a -I 11==(I 1=1 I 11=1 11=_�I-III- 1�- _ (1) #5 VERT. IN FILL MONO OR STEMWALL ° Z M - p p 25" MIN. LAP [30" MIN. LAP] I = - , • j D [GRADE 60 MIN. Fy= 60ksi] -� _ - D r T FINISH GRADE °O � °- -III LI II III I IT_I=III-I I I- 1/2 GYPSUM WALLBOARD ; 3 I_II I -I CELLS (SEE FOOTING MONO SHOWN ° o - I- I _ - W -I I- LU U.N.O. o oo p FOUNDATION PLAN FOR CLARITY ° D _ _ _ _ _ 6 MIL VAPOR BARRIER I ; ° I �I I I �I I R 1 7/8" `� FOR LOCATIONS o _ -I I I=I (� I #5 REINFORCING BAR -III=1=�=1 I I (� I -III I IF ' - p o o ° I -III -III -III -III -III � N z T , 1x4 P.T. BASE NAILER ° III=1= = =III= - ? ' I - -CONT.- 4"x4" INSPECTION NOTE: D ° pD ° p - - - - - - v ° I �-I=I 11� ��1 5 IR - - - - g I -I � I -I � I -I � I -I � I -I � I-� I � p I - - T � #5 LAP SPLICE 36" MIN. LAP [36"MIN. LAP] (2) # ON 3" CHA S 31/4 BASEBOARD PORT AT EACH *FOR BEARING WALL III III III III III N COMP. SOIL. (COMPACTED TO - _ (TYP.) 8 1-4 8 FILLED CELL TYPICAL =III=III=III= (= 95% MODIFIED PROCTOR ASTM �_ �_ ��- 10" MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY - - -- c� AT GARAGE CONTRACTOR I � =1 � =1 � 1= � I= 1=1 � =I � 1=1 � = � 1= � 1= � I=1 =I � = � = � � , D1557) � „�'rrT�r � r�'r � �� r r�� ' MIN PSI MAY VARY PER cn -� 11-1 -I -I 1=1 -I -I -I I -III -III -I 1=1 I -I I -I I 1-' 4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR "-1 i-III-III-- =„ I I ;III=f III= 11 MUNICIPALITY. #6 LAP SPLICETYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF`�� WALL W/ UPLIFT rG W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=70'. S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" �,S3,) SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 BELOW GRADE - SLAB INFORMATION. SLAB INFORMATION. Cn= I ° y °p I 6x6W1.4xW1.4 p 31/2" WWF OR FIBERMESH 6 MIL VAPOR -"/ __ 'r I I min.) 4"---, BARRIER D; I = r a d a GRADE COMP. SOIL. I I ° _ 00 = - _ - - _EEI IEil I - - (COMPACTED TO 95% T II I -1I- 1 --"'--m�-'-' #5 REBARwOPT. MODIFIED PROCTOR =--CLOSUR - S' ASTM D1557) MIN. CLR. I III III -I I I I IT'I j- , (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK 4 U.N.O. 4„ 1'-8" (2 STORY) DETAIL)(SEE MIN TYPICAL WALL SECTION K"A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" 53 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS � z �M II III 50 T f •� . ' li_TI1 �-III � f SEE A/S3 OR J/S6 •.,:- :.. , FOR REINF. INFO. 3' MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M a -I I -1 I If .I41 OWN,= 11TI1 ! ` •y.; r. ` I_LI-� I I I- . . 11 1111 SEEA/S3ORJ/S6 I� II IITI�I I II I� FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 201 HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN li\•INTERIOR ° -3112" d 2" 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 � e 00 M 6 MIL VAPOR BARRIER' SEE PLAN 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)� I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR AL &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 0o (2) HTS20 FOR STRUCTURAL :- BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Cr j w /- 6x6 P.T. #2 SYP J � w LU ABU66 -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 FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 c`I SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER COMMUNITY SPECS d' a ° 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" 53 ;_I SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADEd ° M - =_ - = a C3 _1_;III -III ° z w w o w cwn = 1= • °• = 1= I z 00 -I�1=1 a a = MQ I-1 =1 1=1 1=1 1=1 -I 1=1-=- FOOTING11.1 -III III -III -III -III -III III-1 I-III- 11-1 1=1-I 1=1 I =1 1=1 1 BEYOND PAD REINFORCEMENT '' i-' (3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 .. r �- 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a v U N ID R N p C? Fjio0.CN 0). N- n -, "� 00 O N M ° ��N� W LL a M a Z N c� 1 >mLL a LL W . to 11Lau L O LO y O CD m m ° on�_o E rn M oa ¢ p a Z LLW 19NO N Q C) Z goy U OF J Z V ❑❑❑ 0 CO �CO z o Q � N M z O Q) �N ,� LU Y ,y� n a V � V) �N - iz- o o � °O U W � r r-- g jj®ro U Q a f� m o w M M za 22 Z 4 a o E U w� <Z �® oa F- C - X � ¢ OU o o O N a - wo o < u Z r� w� �t U C Z 0U mo 0, ZNm U) aw �Z 8< o 20 a wLL �Z w� 1;� o O15 L 0 m ^1CIO W N .! ry C� I.L , C L O CO m CC 2 �. N O N r LO r = N 7 r E N Z Z E E O m a E U J Q J JOB NO : 20-3566 SCALE : AS NOTED SHEET NO. S3 (MONO)