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(2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR SEE TYPICAL WALL SECTION TOP PLATE SEE '�/—TYPICAL C.M.U. WALL 12 PLAN 1/2" MINIMUM CEMENT FINISH PRE-ENGINEERED WOOD TRUSSES @ 24" OIC SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) 3/4" FURRING STRIPS STANDARD 3" DIA. TEE (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2xg WALL BEYOND FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W1 DRYWALL SCREWS 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT @ 8" O.C. OR 4d 7 518" 8" 75181, 811 7 5/8" 8" APPLY 3 LAYERS W/ TOTAL THICKNESS CONNECTION 7/8" OVER METAL LATH. FIRST 2 DRYWALL NAILS A 2x DEAD WOOD @ MID MIN. EXTENSION FROM v LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3) 12d EXTERIOR FACE OF BLOCK —SOLIDAREASARE F1 SOLID AREAS ARE 1/8" THICK. TONEAILS SPACED WALL IS 11/2" MAXIMUM STEELAND GROUT STEEL AND GROUT DOUBLE 2x TOP EXTENSION FROM EXTERIOR CRICKET AS REQUIRED r� EVENLY F1 PLATE FACE OF BLOCK WALL IS 2 1/4" INTERIOR FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD HEADER FLUSH TO OUTSiDE OPTION WALL TO DRAIN F-7 1F=_1 CL DOOR OPENING -DOOR OPENING M71 nW DOOR OPENING --C, 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6"O/C EDGES & 8" BLOCKING ---TO BLOCKING WALL CLEAN -OUT WALL O/C FIELD A --(2) 2x HEADER SCALE: N.T.S. O.C. 2X4 PT STUDS @ 16 PER PLAN (2) 2X4 PT STUDS UNDER HIP v CARRIER/GIRDER TRUSS VARIE5 \-2x BOTTOM PLATEW/ (1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE 71 SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD 2 x 6 (MIN.) FRAME MANUFACTURER. MOISTURE BARRIER MAIN SPAN ROOF TRUSS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW rB MASONRYLAYOUT D� UPLIFT CONNECTOR (SEE SCHEDULE) &'X8"X16" K.O. BLOCK W/ 1 #5 CONT. SCALE: N.T.S. SCALE: N.T.S. AND FILLED W/ GROUT 12 --,,,.--SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC, FILLED CELL-1--�= SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK akEi- _'N� TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE UPLIFT CONNECTOR KNOCK OUT — 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE (SEE SCHEDULE) BLOCK _W1 (1 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. nnHRI P 9YA -QPI= .09 )#5 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B AS REQ'D BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Old NAILS —7 CRICKET AS REQUIRED—,,", SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW '4 STD. 91THOOK-1 8" 8` LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-13"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 1 1 BLOCKING W/ 2-16d TOE NAILS @ EACH END NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN DOOR STOP I PSPN516Z w/ (12) 16d NAILS SEE PLAN FOR MORE INFO W 14 TOP SPLICE 4' .4 MOLDING 2 ROWS 10d @ 3' O.C. (14 18-10d NAILS 2x TOP PLATE Cn GARAGE NAILS TOTAL) EA. SIDE OF 2-16d NAILS @ 24" O.C. OR DOOR if&, SPLICE STAGGERED EQUAL TO TRUSS BOTTOM 2 6 P.T.. CHORD OR BLOCKING x W1 MIN, 8" EMBEDMENT 14 1 Od @ 8" O/C *MAX 5/8" W/ 5/8" W.A. W/ 51/2" MIN. EMBED 2x STUD @ 24" O.C. MAX ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. I STAGGERED FROM BOT. �:g ATTACH ALL UPLIFT= 4290# (SPF SYP #2) SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ W 16d TOENAILS T676P PLATE NOTES: 4 NOTE: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE 1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION WIRE NAILS @ 4" O/C BOUNDARIES 6" OIC PORT TYPICAL INTERIOR NON LISP HTT16 N� EDGES & 8" O/C FIELD @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL K"j TYPICAL GARAGE DOOR BUCK (' K TOP PLATE SPLICE DETAIL rM USP SPT22 @ EA. STUD----- VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. ' SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS �4 2x P.T. PLATE \—BLOCKING (TYP.) PROPERLY. � �4 1\14� F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" OIC MAX ?0\\ \—ROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. USP W/ 8" EMBEDMENT HPI IPT IMIKMPTOD CC= 4Zf'WC:r)Hl C: n4 OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT nc REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"Xl 6" K.O. BLOCK W1 1 #5 CONT. FLOOR PLAN. MOISTURE BARRIER AND FILLED SOLID W/GROUT TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK 3 SCALE: N.T.S. KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END V (1) (2) (1) (2) (1) USP LSTA30 41-9- (2) 1 (3) 1 (2) (2) (1) USP LSTA30 9'-16' (3) 1 (4) 1 (2) (4) (2) LISP LSTA30 btj f 4 SPT241 uOr Or I SPT241 or or,[,+ FFulitj ROOF TRUSS ABOVE LISP 2XTOP PLATE 2X BLOCKING 2X STUDS @ 24" O.C. OVERLAPPING NAILED 'X ------(2)16d V 811xi 0" "J" BOLT INTO TOENAILS 24" O.C. MAX. TRANSOM 1 Od NAILS @ 6- EA. BLOCKING IN. (2) PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED I _0Y D T OCCO f%rf% AA10-1 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND BB/Sl FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY 1/279 112" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL--\ WITHOUT UPLIFT \ I @_ SP SPT22 K.O. BLOCK W/(1) k _j SEE FLOOR PLAN NOTES FOR USP SPT4 _USP SPT4 USP SPT4 - BOLTS @ 24" O.C. #5 CONT. & IN REQUIRED CONNECTION RECESS AX FILLED LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED 11 Uff 2X P.T. PLATE 5D 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12- O/C EACH FACE OR 3-ROWS; 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR \2X8 P.T. BOTTOM P�AT MASONRY WALL FOR SHED. WATER KEEP STIFFENER BACK FROM SIDES ENOUGH 2x CRIPPLES @ 16" O.C. W/ (2) 12d GREATER HEADER \-5/8"x10" MASONS TOOLS TOENAILS TIB "J" BOLT @ 24" O.C. MAX. TO ALLOW SPACE FOR FLAT USP SPT4 W/ (6) USP C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 1 Y2" @ 24" \—(2) 2x HEADER SEE PLAN MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) \—INTERIOR HEADER FOR CLARITY SEE DETAIL IN POSITION 10d NAILS @ (1) 2x SILL PLATE W/ (2) KIS4 GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER 12d TOENAILS. SEAT FOR BLOCK IS POURED 6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x ONLY EXTERIOR HEADERS IN PLACE CONCRETE (1) 2x SILL PLATE W1 (2) CRIPPLE STUD GARAGE DOOR Mnj 12d TOENAILS. OPENING GARAGE FLOOR SLAB 8x8x16 C.M,U. TRACK MOUNTING BRACKET TYPICAL (U.N.O.) TROWEL FINISH SEE LARGER THAN 4 ft (2) 2x GENERALNOTES SILL PLATE W/ MP3 CLIPS GARAGE DOOR ROLLER SLOPE FORWARD GARAGE DOOR TRACK EACH SIDE ........... CONNECTION ASSEMBLY ' /I '--2x STUDS TYP. FOR DRAINAGE 1�40 .......... GARAGEFLOOR TRAVEL DIRECTION OF ...... USP HTT16 TYP. U.N.O. SEE N/S4 GARAGE DOOR HOLD DOWN CONNECTIONS N, NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT MOUNTING BASE DETAIL SCALE: N.T.S. SEE PLAN FOR FOOTING IBOTTOM OF MOU P.T. BOT. PLATE DIMENSIONS --"POURED CONCRETE BASE FOR TING B E BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL QWr-n [WIDWADrI TWIQ 1112AIA/Mr-1 %A1AI I UE: 0 nl==All 1 Od NAILS@ 4- 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING BEYOND. L PLYWOOD PLYWOOD FASTENED TO TRUSSES 0 E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES _f(D & 8" O/C FIELD —PLYWOOD o SHEATHING MASONRY-- I WALL BELOW o-: — 5/8"X1 0" J-BOLTS @ 24" O.C. P MAX. (MIN. (2) PER BOTTOM T4 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. RAIKIn- CTAII 0 ADnXIC C:KITDV SCALE: N.T.S. � �4 PARTIAL INTERIOR ELEVATION L5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S, SCALE: N.T.S. � �4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. UOII Or 17 SPT241 or, or —us SP TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING USP SP�27� SID PT4 U 2X8 P.T. BOTTOM PLATE I L3 (D L-0 Z v) z CO z V) (1) U-3 4--J 0 LIJ Of V) E 0 ce) .20 im 1� C) L.Li E C14 0) M 0) Cf) C co M j2 Mr cQ C.4 02, -8 oal = c- LL op _00 (.) W D < a —01 AI N-C,B-D�C r 0'vV A &4 Ci Z Z lion. ie Eit �8, rL e 2: W CL TK4: 11",q El El 1:1 I 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. Z f4 0 C:) fy) %5 4-J (0 Ln M U) L_ 0 ai Ln U_ z (0 Q� U CL OC) z § E z LLJ CD W _j C:) 0 W WO z ZLLR LU ,j � �z 2 2: 'Unj 0 0 z < 0 z 0 CL zi U�� z v 00 8 0 LU C, W 0 z @ C) z Ln r_j r_j Ln 0 L8 �- !� �U, 08, 0 z -0 ro Z Z 0. z rz 2� LLj U, 121:8) 0 L_ a) LU 1. (0 �<- - � 6 > PHH82 Fn �� 0 LL Z 0'r 00 T-1 < � 1� M =) < OR I 0 C) V_ Uj CL I.— c) re) z LU > 0 Z z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. %54