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i 7VIF -- 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 (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 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! (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) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 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 INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TIDWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE AINSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10) 10d 5/8"° x 10" "J" BOLT @ 24" O.C. W/ NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" �' T 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (1) LAYER TYPE II #30 ( ) UNDERLAYMENT FOR ROOF CHAIRS P 6 x 6 W1.4 x W1.4 coco (TYP.) WWF OR FIBERMESH AOR ELEV. 0-0 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE PITCH > 4:12 ° a ° A.F.F. 5/8"x10' WEDGE ANCHOR @ 24" 2„ x 6 W1.4 x W1.4 O.C.) WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° ° a (2) LAYERS TYPE I OR TYPE If 4a FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. _� _ _ - m . .. p ° ° I= __ = o I TITI , t- �II1=1 I1= o • I =T�1I T ° a ° ° a ° ° ° ° ° ° a a 16 ° ° ° ° ° ° O ELEV. 4-3 1/2" a O A.F,F. 31/2" MIN. ° 31{2"MIN. ° REQUIREMENTS SEE R905, PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. Tfi= I I ° _ _ _ _ -(Tf-I I = _ _ =III= = I=I Tr- I I ° ° g ° 2x4 COT• ° ° ° ° a ° a ° ° i I° a ° O o N p, - - _ ° 131/2"(min.)- -� _ a -� • 4" -� i/ _ ° mI I L(-1111=' 1/2"(min.) co p �' • =T 12 HURRICANE ANCHOR @EACH III- I �) ° ° ° ° ° a GARAGE DEPTH VARIES ° 31/2"(min. - 4" -I (T= "(min..). 4" ==I I - ` (TYP.) VARIES TRUSS SEE UPLIFT SCHED. W/ ( ) 8„ _ ,--I METAL PL. UNDER EA. TRUSS ° g MOISTURE BARRIER (2) #5 CONT. 1 $U.N.O. (2) #5 CONT. 4��1 �'-4��"rl TYPICAL INTERIOR BEARING. IN. INSULATION LE SHINGLE ROOFU.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB"'� MIN. TYPICAL BEARING WALL STEP SHEARWALLrc`�� TYPICAL BEARING WALL @ STEPrCC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „_ ,- „ S3 SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE AR E GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS 4" 0/C @ ABOVE W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS 16" O/C @ �N��s SCREWS @ 7" O.C. SHEET 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY goo �\N�6 c 1 ROW 2x BLOCKING MID HGT. () @ CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. (2) ROWS NOTE: 7WALL INSULATION PER 8"x8CK KNOCKOUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () @ APPLICATION 3 FITS SEE SECTION C/S3 FOR 2x BLOCKING'- 3rd PTS FOR HGT. > 8'-6". CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7{8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT x W S BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE 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) „ „ TYPES MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR 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 W/ 7" EMBEDMENT MIN. SHEAR 3500# MIN_j /r. TENSION 2600#) O SIMPSON SP1 6 1/4"x31/4 TAPCONS 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 BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 E w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r v 1x2 PT WD FURRING @ 24" O.C. ARCHITECTURAL FINISH TYP. ASSUMED FINISHED ' ` GRADE E - - ° ° ° . PER MFR INSTRUCTIONS z #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE LU GRADE 40 MIN. Fy= 40ksi a ° 'k p• (1) #5 VERT. IN FILL MONO OR STEMWALL r .. ° - -0 .p FINISH GRADE °' 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. F - 60kz y- ] a gI 1(- D T I o • 1 IT ]�E 1/2" GYPSUM WALLBOARDZ ° , = I U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN p p °o o- FOR CLARITY 1> - - - - - ° _ _ _ _ p p o ° P = = - (=I I= I=I �- 6 MIL VAPOR BARRIER ,� I T 00 ° I - I I = TIM TRI;- �, z T #5 REINFORCING BAR R 1 7/8" T 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° zr. III=1 I=1=1=1=1 1= D D° - - = - - I=--111=1-1= M I I I • _ _ I� I 0 1= T #5 LAP SPLICE (2) #5 CONT. =1 f i ri 31/4 BASEBOARD PORT AT EACH NOTE: ° p o I g III= = = = = 11= i" FOR BEARING WALL =III=III=III=III- I-1 T I ° COMP. SOIL. (COMPACTED TO - ° 7� I�. III- I 36" MIN. LAP [36" MIN. LAP] ON 3 CHAIRS (TYP.) g 1 4 g MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _- -_ _ -_ I- _ 95%MODIFIED PROCTOR ASTM 1 = _ T� TI1 TIT -I� �� II I TI--�TIT� 10" MIN PSI MAY VARY PER c� AT GARAGE CONTRACTOR _ _ -_ III= = = = I =1 I =1 = = 1=1 (= 1= = = =1 =1 -I 1=1 =1 1=1 1=1 1=1 -I 1=1 I 1=1 1=1 1=1 1=1 1=1 D1557) - 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR =1 I_„-11= �- - _- #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE I I -III -I - -- CONCRETESLABW/6x6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING ("E� REBAR DETAILS rF WALL W/ UPLIFT K"G� W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" ��3� SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" ��3 E SLAB INFORMATION. SLAB INFORMATION. Z r 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ° =1 oo = -' 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 ( ) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR ° f 'r I I - - z min.) 4 1 Od NAILS TO TRUSS FOR TRUSS ° . e BARRIER D , C 1 I � • • r a _ ' a GRADE AT 24oO.C. MAX. SEE PLAN FOR CONNECTION INFO II COMP. SOIL. ° (COMPACTED TO 95% _ I = - a oo - - - - - _ • _ _ _ _ _ = a - - - - Tr 'rl I -I I I-m & LAYOUT DESIGN a v -- p - N �t TOP OF BEAM I I - _ - _ (1) #5 REBAR w/ OPT. _BE SEE ROOF PLAN - - 11-1 MODIFIED PROCTOR ASTM D1557) _ 1 I . , 111�(��IVCLOSURE s - _ -�" (2) HTS20 FOR STRUCTURAL N 3" MIN. CLR. I I - - - fi BEAM SIZE & CONNECTION INFO I (2) #5 REBAR CONT. 1 Y 1-4 STORY) ON 3" CHAIRS TYP. SDEDA9 HOOK (SEE 4T` ��T M - 4 1'-8" 2 STORY U.N.O. ( j MIN. 2x4 P.T. PLATE/ I 2x4 #2 SYP P.T. FRAMING w/�� - a 6' I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 s - 8" TYPICAL WALL SECTION rA`�� TYPICAL THICKENED SLAB EDGE L °s.e. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 '- " SCALE: S3 _w �- ¢ SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q � SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w J 6x6 P.T. #2 SYP SLAB INFORMATION. „ HOLD GYP. BD. LLI rM 1/2" FROM SLAB ABU66 SLAB STEP & RECESS S.G.D. CONT. BEAD SEALANT _ �� SCALE: 3/4 -1-0 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND0- -I ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • : ' ' : INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE WALL AND PAVERS /DRIVEWAY EXPANSION JOINT _ , `. ° -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILLASONRY w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14" O.H.D. RECESS 13" O.H.D. RECESS d GARAGE ATTACHMENTS & 18/D1 O.C.00 PAD FOOTING PAVERS z CONCRETE NAILS W 1 1/2' 1!2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8 MASONRY WALL " EXTEND FILL CELLS c M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD •. ..' = `� "' y STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r • -' I ;1Tf I I � TI I ` Tf f-Tff � I -"� -I I I__ r _"T�� I • '.. - , '- PLATE TO CONCRETE ON FLOOR PLAN -� SIZE VARIES PER PLAN M oo � GRADE - a -j - -_ -_ - a . , .. .. TIT .' :, ,,. . � '. 4" - co •' .y... _d, � .. ' :� • - � oo (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB-,,,,_E _ :q. w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR ; • �.; I ;: .� �„ T `_ 6 6 W1.4 W1.4 �, ° _ 1=1 I '.: • • I r I-T I- ��I I ' a - °' x x ;I T WWF OR FIBERMESH �' SIZE AND REINFORCEMENT) c� ° ° • w •� .� - _ co E_ _ - A PAVERS SLAB a w-III III=1-1 1= z O w v) -III= ° TIC Tff=_� III •' + : TI I T .. ' ; tom) I a �I TI=TI� - - BRICK or PER O o _ a =- _-_ _ z " �, -__co SEE A/S3 OR J/S6 I I SEE Al OR J/S6-/ I =III I I ITI . r-"' - - Cl) 6 MIL VAPOR z_ ! =I -I -I L - - - - trI =1I _� fT=ITI= = I 0-0 FIN• FLR. COMMUNITY SPECS cUn _ _ _ _ _- _ _ _ _ _ -I -I I -III -I -I -III-III = W I I -I 1=1 I -III -III I I I-1 1=1 1= FOOTING ,� FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3' MIN. CLEARANCE BARRIER-_ =11-I=� 1=Th 1=11 11 I I I-1 I-' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) _=1 � t I- - I ;1 _•r.: `:'..` ' I -� I I -III -Hill -' ' PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STORY) V-8" (2 ST RY) 4" 4" .•'� •'' % ' SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • ' ' ' '• CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. ,F Mili€aAlnI"IlP�� ROW e V �Y o' \ n4-- p v a "`-•C �a f= L 0 S 5 1�0 t ,� ,Ft€ti To the best of the Engineers 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 Engineers signature and seal. W t E N OD 00 8 N o0o m Lo O W LL Y"'�n 4 y W 9 u- u- a In (ii 13 Q y M W ' W > U_ - (L 0 �rn0 W ° 2o_ � m o iz 12 M01- coo B Z LLW M2�a0 toa N Q C) z U z 0000 W M � � O z g d N N M zC1O o (10 •O ClD Y w o o a N VV) w c o N o �,.. � � U m w m L o i I : U o o co Jz w M M ¢ o9 Q E � OV o8 a� z® CO g O UO � a¢ °a o E 04 U <o wz W w w� (� C z 0Y ym m O oLL z QW c N F o� Z �za Q ° <0 W O CO z ¢ �r �0 a F cY z °d .O 's 0 CV =�/ n >� 1..1� L > '- 0 M O > M l< C U 0 O m co N O C) r L o r C10 o N r ai O cY) o E z E O z m d � U _ � Q 0 JOB NO: 20-2752 SCALE : AS NOTED SHEET NO. S3 (MONO) - -i 1 I I-l.:iI'I s�Ri:L! 1.1 lu Ii li L. k II.