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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "I @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATEDOUBLE 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. 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. — J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > V-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT, > V-6". WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 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 @ NSULATION PER CHART ON FLOOR PLAN 4 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" O/C & SLAB & BLOCK SP SPT22 CONNECTOR "J" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE _, 5/8"° x 10" BOLT 24" O.C. W/ @ 2"°x3/16" PLATE WASHER (TYP.) (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 j r 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"1 TITEN HD @ 24 2x P.T. BOTTOM PLATE ALT: 1/2"x12" TITEN HD @ 24" ( 2x P.T. BOTTOM PLATE FOR ROOF CHAIRS P. ) WWF OR FIBERMESH " i I `' ELEV. 0'-0" Io O.C./x 10' WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR 6 x 6 W1.4 x W1.4 PITCH >AYMENT PITCH >4:12 (2) LAYERS TYPE I OR TYPE II :=HP ° ° .. A F F @ 2400 C 2 ) WWF OR FIBERMESH @ 24" O.C.) 2° WWF OR FIBERMESH P (#15 OR #30) UNDERLAYMENT UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. e - - = m . . • ° ° E-°..° = D � - I r u I _I- —r ° 4...°°31/2 ° ° a ° ° ° ° ° ° a . ELEV. -0 -31/2 a .. °° °.° ° A.F.F. p " MIN. l ' p 31/2 MIN.FOR p ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ICI I ° ' _ -_ _ I ° ° 4 °. ° ° . ° . ° , a 2x4 CONT. ° .. ° '31/2"(min.)- 4" - -' 1/2"(min.)- 4" TRUSS @ 24 O.C. U.N.O. 12 HURRICANE ANCHOR EACH @ - �1 �- I I - -I� '- - ° I . I° a ° a GARAGE DEPTH VARIES ° - —I I I=1 I 31/2"(min. - 4" -� I I I— I -I I I -I I - 31/2"(min.) - 4" = fi ZITY'P.)VARIES TRUSS (SEE UPLIFT SCHED.) W/ _ 8 - TT f 18" ° tr °" � _I — _ r[r -,- _ METAL PL. UNDER EA. TRUSS °... ° ° �. ° T I L IIIIII lll � � = i #5 CON 11 1V 5 CONT.-1 I 14 2 # " (2) 1'-4' () MOISTURE BARRIER TYPICAL INTERIOR BEARING MIN. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALLK'_C� TYPICAL BEARING WALL a@ STEP K�cc� NAILING SCHEDULE ON SHT. SN1 „= ,- „ SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 "= V_ " SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 LNSL ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIPSTRENGTH coN��'JCJE�v CEILING EDGE s�c�R BOARD PER CODE OR 5/8"III GYP. TYPE X @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 1\00 vcs' W/A HABITABLE ROOM 12" N.O. 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. SCREWS @�7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 10 ONNNNo S (1) ROW 2x BLOCKING @MID HGT. CEILING & 8 O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C f cock ` NOTE: 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. �� 1 x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS 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 1/2" GYP. WB (MIN.) @ GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR cam., 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 HOOK DETAIL SIDE IF APPLICABLE. USP SPT22 CONNECTOR NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"" EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# � .E (6)1/4"x3 V TAPCONS *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 "' FIBERMESH WEEP SCREED INSTALLED BAR _ END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL FINISH 1x2 PT WD FURRING 24" O.C. r 2x P.T. PLATE ASSUMED FINISHED GRADE -� c PER MANUF. �„ ' z W #3 OR #4 REINFORCING BAR W #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi a M o • ° D• e m p p. C —I I I I I —ITS— 11ZI= 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° Z o . r C FINISH GRADE 00 M v • i f- _ I I- [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] I> _ TM I ° I I �T TI W I-, p - U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER FOOTING MONO SHOWN p °D - FOR CLARITY D D _ _ _ °O o D =III=III-III-III=III=I D ° III=III—III=III=III= — ? 6 MIL VAPOR BARRIER - I e. ° r - = f N z ° ' �-� I I- W R 1 7/8" `" #5 REINFORCING BAR I M I- f - 1- M (2) #5 CONT. 4"1 INSPECTION=III=III=III=III— ° NOTE: ° y I : #5 LAP SPLICE ON 3" CHAIRS " „ „ 3 1/4" BASEBOARD PORT AT EACH o _ _ _ _ g —III=III=III= = - N FOR BEARING WALL -III-� T III III II P — — — - COMP. SOIL. (COMPACTED TO _ I _ 36" MIN. LAP [36" MIN. LAP] (TYP.) 8 1 $ FILLED CELL TYPICAL =III= � =III= � W/ UPLIFT ONLY - - - 95%MODIFIED PROCTOR ASTM I I = I - I I L .I f r 10" MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER rn _ _ _ __ _ _ _ _ _ _ _ _ _ _ �- III= = =III=III=III=III= =III= I=III= =I I=III= —1 — = =III=I I— —III=III—III=III= 1 I— =III— I I - - D1557) i 1 i 1 1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR =) I; TI-ITI=III=I=I-i-ITI- l #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE --I � �-� � i-I i i-� � �-� CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT G " OR DECO FINISH 4" to 6" "FIBERMESH" FIBERMESH' BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 � SLAB INFORMATION. SLAB INFORMATION. r) r° ° 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 _ 3 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. U N.O.) WWF OR FIBERMESH N ( 6 MIL VAPOR e I I z -`�° —I n.) min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r� E ° < BARRIER — ; ', 4 I N _ ° 'v GRADE AT 24" O.C. MAX. Aik CONNECTION INFO COMP. SOIL. I T ° — T o0 = _ — — — _ — — — _ _ & LAYOUT DESIGN TOP OF BEAM a — - — T- (COMPACTED TO 95% MODIFIED PROCTOR I I I I if -III -I I I I — — — — a _ I u III III I _ _ -(1) #5 REBAR w/OPT. � f 1T- __-SC�I�E��1 SEE ROOF PLAN FOR STRUCTURAL $j - — —° a ° a a :' 1- I� ASTM D1557) �� "rrr I ENCLOSURE -rr ' _� �, T,-r ,T TT •• � #5 REBAR CONT. 3 MIN. CLR.4-�Tr I h � W BEAM SIZE & g P�nTe. CONNECTION INFO Cl) I ( I (2) ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) MIN. 1 °SB' _ IIf I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING .II SEE A/S3/J/S6 �� 8" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL COLUMN LOCATION a ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" =1'-0" S3 "= �� SCALE: 3/4 -1-0 S3 Lu SCHEDULE ~ rr ¢ SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x Q > _j SLAB INFORMATION. e.2„ HOLD ROM SLAB a SLAB STEP &RECESS S.G.D. rM 01_09, CONT. BEAD SEALANT SEE FLOOR PLAN FOR OPT: DEPRESS SLAB 5%" DEEP SCALE: 3/4"=1'-0" S3 AND 6" BEYOND DOOR TO a STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND ° a 2X STUDS 24" O.C. U.N.O. INTERIOR @ & BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT _ P. °. ° ` 31/2" MASONRY WALL AND 14" O.H.D. RECESS 13" O.H.D. RECESS �� = ° GARAGE wE 1/4" 32TAPCONS AT 8" PAD FOOTING PAVERS I• Z - r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL -- EXTEND FILL CELLS co W/ DRYWALL SCREWS @ 8"O.C. EMBEDMENT @ 12" O.C. TRIM PER PLAN TO FOUNDATION PAD _ - '. :. STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. T ' I —I I I—�— I :•: ` y ... ` ITI—I. I- - r _ — LLL—� 1 I - _ -� : y �' .Q • �_I I - -r I :•;' •.. — I —I I PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN, CONT. BEAD SEALANT C - SQUARE CMU BLOCK BASE, `fi VARIES PLAN r> _ Z ° -g GRADE _ III a. • ..•• �••'; -I — 4 BO •.:. I a.' , r '; - .: e. . i" TENSION 120#) CONCRETE SLAB _ SIZE PER w/ MIN. (2) #5 VERTICALS w =I I= -I :'•:• -I- - - °° 6x6W1.4xW1.4 c�1 C7 ° °� =III '.: ' •, ::' I— '.:. •.' . • - c T WWF OR FIBERMESH C, FILLED SOLID Z W o _=III- -III= - U W W =I I ' I=I I_; Z ' I T - _E _ — —_ ^ — ° BRICK PAVERS or SLAB PER O =I on I— • • ' : - SEE A/S3 OR J/S6 II ' ' • SEE A/S3 OR J/S6 _ _ �'=1 I- I- ;III- a - 0'-0" FIN. FLR. COMMUNITY SPECS = =III=III=III=III =III- =- OOTING J _ __ M 6 MIL VAPOR - h - I l , , FOR REINF. INFO. 3" MIN. CLEARANCE 7ir� , FOR REINF. INFO. 3" MIN. CLEARANCE _ ; l l i' = -III=1 1=1 1=1 1=1 I 1 BARRIER ==III=III- 1-III- 1-III-III -III-III- BEYOND -"'- 1' " (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) —I III III III=1 PAD REINFORCEMENT -� 1=1 1=i 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( 1'-8" 2 STORY)v••y ( 4 4 a ; SEE FOUNDATION . • • ., •�. CONIC. PAD INFO. FOOTING WIDTH , .* 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. 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"=1'-0" S3 SCALE: 3/4--V-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. z M O — CD O U Z Q J a z O cn (DM 4-J w n U — w 0 .E � 0 �Vi U o0 in r- N M W I— — $ co C' m co (0 -0 co O o0 Ulm Y u- oD 0 CD LyY Co CL 00 LO <C°o� rn¢o Al N C B D C a/77 N OnS •z< •` J LU m'� i R ' ca A/�OFESc�Q��i ❑ To the best of th €4jgjjI(tV e, information, and belief, the structural plans n specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD ON Z 0�1� I>107MO a-+ M Q (n 170 In ) a LL C)-, M >V ' '" UJI z a z ca Z WJ C:) d' oz 0 w� za <¢ ~ C/) J U<t� Moo z Z F-- LUJ Z WW �ao� ON 0 o��S J W �Wo /�/� 00 Q Z ¢o N Zk z 1 06 L 3 Ln Z 0 s o J Q J Lu U Q a <><� ' S JoS �a-.a N 0 LL Z o! W z<< Q ��Win in $o�� Z Z LU ^ TIaCt2 Ll W a 6 LJ.I o w 8 Y < z to Z SCALE . AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. S3 (MONO)