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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING „ TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 1/2 HIGH STRENGTH (U.N.O. OR %" GYP. TYPE "X" W/ 2-16d TOE NAILS EACH END @ 2-16d TOE NAILS @ EACH END (LI (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT .0 GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 TRUSS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F, (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID CONNECTOR U.N.O. HGT. FOR WALL HGT. 8'-6". (2) 2x #2 SPF STUDS < 1/2" CDX PLYWOOD OR 7/16" O.S.B. - -I @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8' 6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4INSULATION PER CHART ON FLOOR PLAN " O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD ►NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 01C & •� SLAB & BLOCK SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 5/8"° x 10" "J" BOLT 24" O.C. W/ SP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 2"°x3/16"i PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER TYP. (24" ) (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) WWF OR FIBERMESH Cl) T co ELEV. 0'-0" (AtT: 1/2 x12 TITEN HD @ 24' 2x P.T. BOTTOM PLATE ALT: 1/2"x12" TITEN HD O.C. OR 5/8"x10' WEDG ANCHOR 2x P.T. BOTTOM PLATE PITCH >4:12 OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) x W x 2 2 " C.) 211 6 x 6 W1 4 x W1 4 @ 40. p ° (2) LAYERS TYPE I OR TYPE ►I a °a a a WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT -1 �1=I I (=I I m ° I I=I 1 III= ICI ° ° O a ° ° ° - ELEV.4-3 1/2" z 31l2"MIN. T- 31/2"MIN. FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. I I=I I I I I I F=III=' I=I I=I I �I I �I • I -I I I =) I -III -I r ' I ° - = I' l I a ° ° a a ° ° ° A.F.F. O a 2x4 CONT.4 ° a PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. LIB I I=I - - �l1I- I - I III -III= I �I1 �I I-III=1LEI I I -I I I H I I II I I- a a ° a ° ° a `` ° - g ` ° a N i I° -. a _ I _ I I=III=III= 31/2 (min,}- 4 D ° I - ° .• -I =I I f=I i 1= ° I ) D ° _ I I I I I=I I .- 1!2 (min. - 4 0o - - ° •• _ I=I I �I � F I- 12 HURRICANE ANCHOR EACH @ -1 I -„I I=I i I I II II I Ii II I i "I I a° a a° a ° GARAGE DEPTH VARIES a 31/2"(min. 4" I I=I I I =I I III=� I I- -_ - I I=I I -_III 3 1/2"(min.) - 4" =III=I I I I I I �I I I 1=I I r (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ gll ° o ° I I hI I I - III-III=I I=I I I I=I I I I I- ' =1 , &I I - ��I �I RE-1 ' 11= METAL PL. UNDER EA. TRUSS ° ° g =1I -i i I- I I -I i I -I I =III- "'-I' "' I=I I -III -I I f III I I T- MOISTURE BARRIER_41- TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ 11,;,'-"' 8 - (2) #5 CONT. 4 { g INSULA 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. MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O. MIN. TYPICAL BEARING WALL @ STEPrCC NAILING SCHEDULE ON SHT, SN1 „= , „ SEE TYP, WALL SECTION SCALE: 3/4 -1 0 S3 "= 1_ " SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" �S3� SCALE: 314"=V-0" S3 12 ` ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2"HIGH ALUMINUM DRIP cON•C�NV0J��y STRENGTH CEILING EDGE c�V BOARD PER CODE (OR 5/8" "X" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING o ec s i�E sE GYP. TYPE @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE W/DRYWALL EE 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES AND 12" O/C FIELD. �M SCREWS 7" O.C. SOFFIT SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. MAN o� �o �� s �/ �pN��N (1) ROW 2x BLOCKING @MID HGT. CEILING 8 O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C THIRD POINTS NOTE: 63rd2PTS 7 INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKINGB @ SEE SECTION C/S3 FOR FOR WALL 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 PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" „° „„ , „° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 5/8 x 10 J' BOLT @ 24 O/C W! 2 X 3/16 CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIDE IF APPLICABLE. USP SPT22 CONNECTOR NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8- EXPANSION BOLT 24 " O.C. @ STD. 90-HOOK (SEE DETAIL) IF NO UP LIFT ON @ 24" O.C. VERT. OR ( 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR_ TYPE "S" MORTAR WALL SEE GG/S3) (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 2X P.T. PLATE SPACE ANCHOR 3500# MIN. TENSION 2600#) E "USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24' MIN. LAP ] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = �., 2x P.T. PLATE FIBERMESH 1 WEEP SCREED INSTALLED BAR LU N END OF 2" x PLATE WWF OR FIBERMESH ry ARCHITECTURAL FINISH ASSUMED FINISHED c PER MANUF. #3 OR #4 REINFORCING BARLU t. ° E `I v ' z .p oo M co - - -0 p. FINISH GRADE i =- I=1 I I I-� ' • • I I- =I I-1 1x2 PT WD FURRING @ 24" O.C. 112" GYPSUM WALLBOARD (1) #5 VERT. IN FILL ' GRADE MONO OR STEMWALL z ° #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi1 25" MIN. LAP [30" MIN. LAP] U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN o ° °° _ _ _ _ °O FOR CLARITY ° _ _ _ _ _ _ ° D D ° D I=III=III=III=III=III=� li _=I -I I I� - I - 6 MIL VAPOR BARRIER -I I I I P o ° I I=III=L=I o0 i ° _ - I -I I I I I. I I=LL I III I1=III=III-I I=Il= N z T W W #5 REINFORCING BAR R 1 7/8" `A - - _° _ -_ - -I' III -III III - _- I. I I1=I I I=III=III III=III I I I- 1x4 P.T. BASE NAILER ° III=III-III=III=III=III= ? � __ .- I I '• #5 LAP SPLICE 2 #5 CONT. ( ) 31/4" BASEBOARD 4°x4"INSPECTION PORT AT EACH D ° 1=III-III-III-III-III- I � NOTE: _ 'FOR BEARING WALL g ° D III=III=III=III=III=III- N I= (= I= I= I= '- I II (I �i a - I' COMP, SOIL (COMPACTED TO ,I I _° __ 1� 36" MIN. LAP [WMIN. LAP] ON 3' CHAIRS (�'P) 8" V-4" 8" MIN. 2500 PSI CONIC, SLAB FILLED CELL TYPICAL = _ _ _ _ _ _ _ _ _ _ _ _ -I W/ UPLIFT ONLY - - -_- o r 9510 MODIFIED PROCTOR ASTM �- I I=) I I=I I i I- (I-III=I�-� I I I I=III- I I �� I-� 101, MIN PSI MAY VARY PER c°o AT GARAGE CONTRACTOR cn _ _ _ _ _ _ _ _ _ -_ I-- III=III=III=III=III= =III=III= I= = I=III=III=III= I =1 I I-III=I I=I I=I =I =I I=I I-III-III=III=) =I =III-1 D1557) I I I -I I -III- I I -I �T 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOO MUNICIPALITY. TO CUT BLOCK OR POUR -I-ITi-i I i I-i I I-ITi=1 #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE II II CONCRETE SLAB W/6X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION (*D� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF 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'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. V ° o I 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ' _ oo I - 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN N S.G.D. (U.N.0.) WWF OR FIBERMESH _ 6 MIL VAPOR _ o z �- BARRIER 4 min.) 4",10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS M d `IN D : I I I� N a a a - a GRADE SEE PLAN FOR CONNECTION INFO '"� < COMP. SOIL. ° - '- O0 _ __ _ _ _- • - - ' -� i I -I i I -I i I III- TOP OF &LAYOUT DESIGN a - - A : I II (COMPACTED TO 95% - - I I -I -_ T1=1 I I I III _ _ - - - - a __ -(1) #5 REBAR w/OPT. SEE ROOF PLAN A - - I II - - a : C - MODIFIED PROCTOR - ASTM D1557 3" MIN. CLR. (2) #5 REBAR CONT. _ _ -_ _ - _ I I=SqREEN�ENCLOSURE -I I_ 1-III T=III- II- II III= I I- '' Ii$'`- FOR STRUCTURAL BEAM SIZE & CONNECTION INFO - - a , _ r I=TI I -I I=�, II I I Q ; . I I� I . r 41i PLATE PLATE ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 fi00K (SEE MIN. W o.s.B. i I I III- - - - U.N.O. DETAIL) i 2x4 #2 SYP P.T. FRAMING w/ =I I , III I�--I SEE A/S3/J/S6--�l-"'- "- TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L �,�� MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING 8 FOR REINF. INFO. SCALE: 3/4" =1'-01, S3 SCALE: 3/4"=V-0" S3 COLUMN LOCATION SCHEDULE OPTION # 1 w 1/2" GYP. BD. ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x SLAB INFORMATION. 2,> HOLD GYP. BD. w rM e.1/2" FROM SLAB 11 O CONT. BEAD SEALANT LU SEE FLOOR PLAN FOR SLAB STEP & RECESS S.G.D. OPT: DEPRESS SLAB 5Y2" DEEP SCALE: 3/4"=1'-0" S3 AND 6" BEYOND DOOR TO ¢ STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTION INFO. � MASONRY WALL AND CONCRETE SLAB EXPANSION JOINT ' ° a � 3 1/2" SECURE 2x4 P.T. BTM. PLATE 1 14 O.H.D. RECESS , = 13' O.H.D. RECESS°. d GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING PAVERS z O.C. 'N� "' `= M CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. 8" MASONRY WALL EXTEND FILL CELLS c ' �.. ' ~ ~... EMBEDMENT 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART TRIM PER PLAN _ TO FOUNDATION PAD MAT REINFORCING. r 1 .�.. ..:. " : <; .�.. '' -� I CONT. FOOTING STEEL III-I=I ILL a ' iT�=III-�-�REJ=- �- •` .; . i •. •':. Cl) .;. ... III �-`I y - I I I I I - .�: - PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT - SQUARE CMU BLOCK BASE M _ 6o Z GRADE a ° 411 :a - _III=IT .: I oo 4 TENSION 120#) CONCRETE SLAB N Cl) SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS - =1=I ° - '.a III _ i �-I -III- T 6 x 6 W1.4 x W1.4 a T c, FILLED SOLID O w z = ° �=III=III=III-1 °• -_ -I (= -III=III=III W •, .�' -_-LfT I I I -III- I=III a �. _ -III- I °�• I -III- - WWF OR FIBERMESH °° "' E- w o W _ _ 1-I I=III-I z .�. ��I BRICK PAVERS or SLAB PER O o = -1 =I • �' • �• - - z -_ •I� SEE A/S3 OR J/S6 -i I I If , I II I iI I= Ij a , . , .: �'- I SEE ws3 OR J/s6 I II I I I II �I I I I II I I� I=1 1= I-= a a 0'-0" FIN. FLR.� COMMUNITY SPECS c� - ° a I _ M - ° _ _ - _ - - - co6 MIL VAPOR - -li' = - -h� - - I -I i=1-1= --I - - I I = -III=III=1 1=1 1=1 1=1 1 - - _ _ _ _ _ _ - w =III=III=III=III =III=III III-III-III=1 I = III=III=III FOOTING v FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3"MIN. CLEARANCE BARRIER =III=1I -I I =11I=III l I- I F. l lI =1I I III- BEYOND II I I Ii 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) ll III IIII ll li III „I PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" 2 STOR ( ) 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. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 314"=V-0" S3 SCALE: 3/4"=V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. M _ O z <C On CD � w p °U - w 0 T � E Cn o 0 U N M i-I--f - C cum mach p o N f = U t LL. 000 0n a 1- 0 Ly 0 <t tT 'r O C 0) Q O N.0 B D C N , 0 VVI J"y�LLU � J -- R_ � �,�,, @ LL Tr W LLN '-X 0.igCRY-4 0 C E S S 1 To the best of the Engine r ' and belief, the structural plans .-MAE ained ��14'c _ 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 NO O � r, H M O M Q _ a°L� Zro LL ` r. U Q ,--i O Q Z WJ C) oZ �o �o zaa Cn J ua0, oQao bz z W �oZ, ou J ZZ 1 U Z ch C 5 � 0 L � z o > o 0 U V) Q Z J Q o� boo 0 X� O vam a N ZaoJ ;Qz Z Z W L 0 LLj a f Q Z o~~ z Cfi L r) Z a z © Z o az O 06 g = r_1 T" IZ Ln SCALE : AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION N0. .O SHEET NO. S3 (MONO)