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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH Ll TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ W/ 2-16d TOE NAILS @EACH END 2-16d TOE NAILS @EACH END "X" GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN _ TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING @ MID 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. U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ T-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. z 3/8" MORTAR BETWEEN SHEATHING WI 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN (1) LAYER TYPE II (#30) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE ci E SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR „° n "J" „ SP SPT22 CONNECTOR @ O.C. WI UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r .- 2 x3/16 PLATE WASHER TYP, "° (TYP.) 2�°x3/16" PLATE WASHER (TYP. ) (ALT: 1/2 x12 TITEN HD @ 24 PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH " " ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR (2) LAYERS TYPE I OR TYPE II a A.F.F.@ „ 24 O.C.) 2 x 6 W1.4 x W1.4 „ @ 24 O.C.) 2„ 6 x 6 W1.4 x W1.4 (#15 OR #30) UNDERLAYMENT ° ° o WWF OR FIBERMESH WWF OR FIBERMESH FOR ROOF PITCH 4:12 OR - m 6 �Q - - ° a c7 ELEV.-0'-31/2" Z 31/2 MIN. �� 31/2 MIN. FOR UNDERLAYMENT LESS. - _ _ r 1*r� ° ° d n Q ° d a d A.F.F. o ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD - _ ° a d 2x4 CONT. d a ° LL � ° • - '31/2 min. - 4 ( ) „( ) „ 1/2 min. - 4 TRUSS @ 24" O.C. U.N.O. -NI ° • g ° ° a N 0or e ••8o°12 @ HURRICANE ANCHOR EACH(TYP.) - a ° 1 I, 4 a ° GARAGE DEPTH VARIES 31/2"(min. - 4" - 31/2"(min.) - 4" = 488' TRUSS (SEE UPLIFTSCHED.) W/ 8_ _VARIES -MOISTURE METAL PL. UNDER EA. TRUSS BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ V-4118„(2) #5 CON.4°4�' INSULATION LE SHINGLE ROOFU.N.O. MI I • 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFTKGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLK"C� 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"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8° "X" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE @GARAGE \12'2x W/A HABITABLE ROOM N.O. SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M�N�MJ�s CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C / \ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > V-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 C�V YERS 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" 0/C W/ 2"°X 3/16" �� ETAL LATH. FIRST 2 LAYERS 3l8 THICK EACH. r3�RD CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 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)1/4'11/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 2X P.T. PLATE SPACE ANCHOR 3500#, MIN. TENSION 2600#) *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 0i =00 c.l 2x P.T. PLATE WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH *= ° ARCHITECTURAL T ASSUMED FINISHED - � PER MANUF. o #3 OR #4 REINFORCING BAR LU ° ° 1x2 PT WD FURRING @ 24 O.C. FINISH ,• ; GRADE �- __ > n �, z GRADE 40MIN. F - 40ksi a #3 & #4 LAP SPLICE e . o „ (1) #5 VERT. IN FILL MONO OR STEMWALL ? r o e Cl) o • = FINISH GRADE ] [GRADE 60 MIN. Fy= 60ksi] oa 25" MIN. LAP [30"MIN. LAP _ - p . 1/2 GYPSUM WALLBOARD U.N.O. CELLS (SEE ° FOOTING MONO SHOWN p o c ° W FOUNDATION PLAN FOR CLARITY D _ _ °O 6 MIL VAPOR BARRIER C n e R 1 7/8 FOR LOCATIONS) p b ° o I=III=1 = =III=I 1=1 & z #5 REINFORCING BAR - 1x4 P.T. BASE NAILER " o ° III -III -I I -I 11=1 I I -I I E z ° - r g #5 LAP SPLICE (2) #5 CONT. 4 x4 INSPECTION ° o I=III=III-III- NOTE: ° � D I -I 11-11 • e „ 1 ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH * 8 III=III=1 FOR BEARING WALL I=III=III=III-III=III- _ _ I I=1 I I=III=III= N -i r COMP. SOIL. (COMPACTED TO P 36" MIN. LAP [36" MIN. LAP] (TYP-) 8" 1'-4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY _� o 95 /o MODIFIED PROCTOR ASTM 1D" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR cn _ _ _ _ _ _ _ _ _ _ 1===III=1=I 11=I 1=I 11=1 I I=III=1=1 I=I II _III-III-III=1 i I=III=III=III=III=1 I I=1 I I=III=I I=III=11 _ -- I I=III=III I I-i D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "-��=TI_IIII_-I ,,III, IIEIII II, II-III-II1=II1- #6LAPSPLICE TYPICAL INTERIOR BEARING 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 K"E� REBAR DETAILS rF WALL W/UPLIFT rG w1.4xwi.4 WWF OR FIBERMESH - DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL _ ALE: /4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 c SLAB INFORMATION. SLAB INFORMATION. 6 x 6 W1.4 x W1.4 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 _ ° °' I 00 r, > _ 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN WWF OR FIBERMESH N ._ S.G.D. (U.N.O.) Q 6 MIL VAPOR e = I z min. 4° 10d NAILS TO TRUSS TOP CHORD FOR TRUSS A BARRIER D : p 1 N a a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ! COMP. SOIL. ° _ a O° ! TOP OF BEAM &LAYOUT DESIGN a (COMPACTED TO 95% ° 1 () I I I #5 REBAR w/ OPT. SEE ROOF PLAN G <: ° < a °P MODIFIED PROCTOR - ASTM D1557) -r- S -I I - �,. E ENCLOSURE FOR STRUCTURAL OA T - 4r a 3" MIN. CLR. I BEAM SIZE & e M - • • 8 (2) #5 REBAR CONT. 2x4P3. PLATE CONNECTION INFO .. . ON 3" CHAIRS TYP. 4" 1'-4° STD. 9O NOOK (SEE MIN. ins" I U.N.O. DETAIL) °.S.B. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 4W 8 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL COLUMN LOCATION MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE:3/4"=1'-0" S3 � SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL w P.T. 2x 1/2" GYP. BD. > w SLAB INFORMATION. 2„ HOLD GYP. BD. 25 w SLAB STEP & RECESS S.G.D. M e. 1/2" FROM SLAB o w 0'-0° M CONT. BEAD SEALANT SEE FLOOR PLAN FOR SCALE: 3/4"=VI S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO • ¢ STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND • 2X STUDS 24" a INTERIOR @ O.C. U.N.O. & BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT .-. ° ° -3 1/2" SECURE 2x4 P.T. BTM. PLATE `� MASONRY WALL AND 14' O.H.D. RECESS 13„ O.H.D. RECESS � A GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING PAVERS �• ? L _ 1 CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL EXTEND FILL CELLS I �' EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN TO FOUNDATION PAD c _ N 4.r • :% • : ` .. ' ' STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. i; -� • ' M PLATE TO CONCRETE ON FLOOR PLAN M v I' MIN CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, z a ° ...'. 4 iio _ •• :' I oQ TEINS ON 1 0#) CONCRETE SLAB _ SIZE VARIES PER PLAN - - = 4 ° • ' • • •. 4 ( r = 6 x 6 W1.4 x W1.4 iv _ w/ MIN. (2) #5 VERTICALS C7 Lu _ ° _ J ;III -III °.-III-III-III-I .. '.a •< :: -I '% ' �, :�' I •� - WWF OR FIBERMESH ; FILLED SOLID LU -III-I -I I -III -III= LU •~ I - - =i' I I_I BRICK PAVERS or SLAB PER o w cWi� w z - 00 = =III=) ! • .. SEE A/S3 OR J/S6 I = , . :: SEE A/S3 OR J/S6 I I I 11 I iv iI=III= 11=__ - ' ° �� 0'-0" FIN. FLR. COMMUNITY SPECS - - _ L` - I=1 =III=1 I 1=III-III =1 I =III-= LU I I I I=III=III=1 11=1 I I I=1 I=I I- DOTING M 6 MIL VAPOR = �' = I=I I=1 1= �! -1 - =_ - - - - -III-III- I I I -I 11=1 1=1 11=1 1 I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =1I=1 1 =- -I -III=1I I -III- I I=1I I=11 I-III=1 =1I I III-' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) _III , ,III , III III III' : ; ,, ..... • • PAD REINFORCEMENT �� 3 MIN. CLEARANCE 1' 8" (2 STOR 1'-8" (2 ST RY) 4„ 4„ ., :..• + : �, : • • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ' 'R ' f . • •.• 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. DETAIL N 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: 3l4"-''-o" SCALE: N.T.S. CJ`3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 0!P Z c - o Z `O Z J CL Lad Z U) V) C Q) 4--J Lij ro '- U 11.1 O F- c = o o c!i U 0 t- LU W E -$ (MCM Cl) CM Cl)f N.O M Ooo 2 ai w U_ 00 00 50 _Ix Q 0 co o co 1,�`�Ne�4ltiiuill//lJ 1. W41AIIjtig819 C • _`rr 1�. CR Z To the best of the Engine�%17 �, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth 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. O Z O�n i>-iO M Q L 'CO Ln a in•� � Q &ILLS a e-s z �Ua� Q O E, Z WJ C) 0 Z z O W W ca z z ��IZyyW ~Z �U 0p J a CE5 Wo v�a0z UJI N Ln J WQ�°3 W o OZ O 0 z < o p z W O � W zCYVa�z z W W Q z O° ¢� >> LU ��$>2o2 -V6 WOLLz� �N M < moo'°Wa � 0 d' Ja"W z C) " j � 0 z g z SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5179 SHEET NO. S3 (MONO)