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(2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR TOP PLATE SEE 1/2" MINIMUM CEMENT FINISH_,, '�/—TYPICAL C.M.U. WALL 12 OIC PLAN PRE-ENGINEERED WOOD TRUSSES @ 24 (TYP-) SEE ELEV. STANDARD 3" DIA. TEE - 3/4" FURRING STRIPS UPLIFT CONNECTOR (SEE SCHEDULE) -4 (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION - DOUBLE 2"x4" S.P.F. TOP PLATE To 2x6 2x8 WALL BEYOND PU FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT 7 5/81, 8" 7 5/81, 8" 7 5/8" 8" CONNECTION @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS —\f DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 2x DEAD WOOD @ MID MIN. EXTENSION FROM v LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3) 12d EXTERIOR FACE OF BLOCK -SOLID AREAS ARE SOLID AREAS ARE WALL IS 1 1/2" MAXIMUM TONEAILS SPACED STEELAND GROUT STEEL AND GROUT DOUBLE 2x TOP EXTENSION FROM EXTERIOR CRICKET AS REQUIRED PLATE EVENLY FULL 8x8x16 BLOCK FACE OF BLOCK WALL IS 2 1/4" INTERIOR PT24 @ EA. STUD WALL HEADER FLUSH TO OUTSIDE OPTION TO DRAIN Ot DOOR OPENING IF=-] FF--7-1 DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING 2x BLOCKING @ EACH END W/ 1 Od @ LIR FASTENED TO TRUSSES WITH 8d 11 COMMON WIRE NAILS @ 4" O/C BLOCKING 4" O.C. FROM EACH HEADER FACE EXTERIOR J F1 BOUNDARIES 6" O/C EDGES & 8" TO BLOCKING WALL CLEAN -OUT rA WALL O/C FIELD --(2) 2x HEADER SCALE: N.T.S. PER PLAN 2X4 PT STUDS @ 16" O.C. F111 (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W1(1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD MANUFACTURER. LMAIN SPAN 2 x 6 (MIN.) FRAME MOISTURE BARRIER ROOF TRUSS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW rB MASONRYLAYOUT D� UPLIFT CONNECTOR � �4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT, (SEE SCHEDULE) SCALE: N.T.S. SCALE: N.T.S. 1\,., �4 AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED SEE ELEV, --�PRE-ENGINEERED WOOD W/ STD. 90* HOOK IN K.O. BLOCK TRUSSES @ 24" O/C VERTICAL JAM UPLIFT CONNECTOR KNOCK -OUT— 518"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL (E (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. DOUBLE 2x4 SPF #9 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. � S4 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W1 (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 1 Old TOENAILS T&B -14 AS REQ'D 2x BLOCKING @ MID ,----POINT EVERY OTH + + STUD W/ (3) 1 Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO -1 TRUSS BELOW lkb 7 4 STD. 9d'HOOK— LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-13" WIDE (U.N.O. ON PLAN) T OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION --- F RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO EBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD PIPE OR DUCT W/ PENETRATION THRU TOP PLATE w/ MORE a EACH END C —WALL THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN 4 < zz" - DOOR STOP PSPN516Z wl (12) 16d NAILS SEE PLAN FOR MORE INFO TOP SPLICE z !W� MOLDING 2 ROWS 10d @ 3" O.C. (14 18-1 Od NAILS 2x TOP PLATE J C/) \�2-16d GARAGE NAILS TOTAL) EA. SIDE OF NAILS @ 24" O.C. OR DOOR 'V&,, SPLICE STAGGERED --I/— EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T.. 518"DIA, X 12" EPDXIED ATR W/ MIN. 8" EMBEDMENT 2x STUD 24" 1 Od @ 8" O/C *MAX 5/8" W/ 5/8" W.A. W1 @ 5 1/2" MIN. EMBED O.C. MAX. -PROVIDE P.A.F. NAILS OR L�j 2x P.T. PLATE-�--,, EQUAL @ 12" O.C. SEE A/S1 FO= STAGGERED FROM BOT. DOOR TRACK---// ATTACH ALL EXTERIOR STUDS UPLIFT= 4290# (SPF / SYP #2) REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ W 16d TOENAILS T076PPLATE NOTES: NOTE: 4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS IC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPIL 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 TYPICAL INTERIOR NON - WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C PORT LISP HTT16 EDGES & 8" O/C FIELD @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL USP SPT22 @ EA. STUD — % VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED TYPICAL GARAGE DOOR BUCK (K TOP PLATE SPLICE DETAIL rM 2x P.T. PLATE ;2! 7-:713LOCKING (TYP.) PROPERLY. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS � �4 F TRUSS F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE OPENINGS LESS THAN OR EQUAL TO 6'-0- IN WIDTH DO NOT USP REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.. FLOOR PLAN, MOISTURE BARRIER AND FILLED SOLID W/GROUT TYPICAL FILLED LINTEL ASSEMBLY G� 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. ��4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS EA END EA END EA END EA END 1'- 41 (1) (2) (1) (2) (1) USP LSTA30 41-91 1 (2) (3) (2) 1 (2) (1) USP LSTA30 9'-16' 1 (3) (4) (2) 1 (4) (2) USP LSTA30 IT—Uze ot, 14 SPT24� UEF SP 14 SPT241 TU SP SPT4 USP ROOFTRUSSABOVE 2XTOP PLATE OVERLAPPING X BLOCKING 2X STUDS @ 24" O.C. \-NAILED X --�--(2) /8"xl 0' "J" BOLT @ 24" O.C. MAX. INTO 16d TOE NAILS 1 Od NAILS @ 6" MIN� (2) PER BOTTOM PLATE v 0 7 TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE Or= or-1- 1 IUN PtAlo I AND BB/Sl FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL—\ WITHOUT UPLIFT \--USP SP SPT22 K.O. BLOCK W1(1) Uj EE FLOOR PLAN NOTES FOR REQUIRED CONNECTION S�T4 USP S RECESS BOLTS @ 24" O.C. AX #5 CONT� & FILLED 0 LINTEL 5/8"X10" J-BOLTS lot 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ @ 12" O/C FOR 2"xl 0" OR P.T. BOTTOM P 2X8 F E KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d GREATER HEADER \-5/8"x`10" TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B "J" BOLT @ 24" O.C. MAX. USP SPT4 w/ (6) 11 1. USP C (MIN. (2) PER BOTTOM PLATE) C k I n1b lb A Kr-Lulvit-NUA I 1UN run UU14b I hut, I IUN Ur I NO rurtivi. MN T lU0 X 1 /2 Z4 \—(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) K/S4 GARAGE ENTRY FORM DETAIL OIC 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 CRIPPLE STUD (1) 2x SILL PLATE W/ (2) GARAGE FLOOR SLAB /--8x8xl 6 C. M.U. GARAGE DOOR RACK MOUNTING BRACKET TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x TROWEL FINISH SEE GENERALNOTES SILL PLATE W/ MP3 CLIPS SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE CONNECTION ASSEMBLY FOR DRAINAGE . ...... '--2x STUDS TYP. GARAGEFLOOR ......... .. ......... USP HTT16 TYP. U.N.O. SEE N/S4 TRAVEL DIRECTION OF ..... GARAGE DOOR ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT MOUNTING BASE DETAIL SCALE: N.T.S. 4 SEE PLAN FOR FOOTING 'BOTTOM OF MOUNTING �BE P.T. BOT. PLATE DIMENSIONS --,�OURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER rp SHED FORWARD THIS DRAWING. 1AIA1 I W Ar) Q r) TAIII uOr Or SPT241 or or us //,SP TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING USP SPT2� SIP ///-USPT4 4 �4 2X8 P.T. BOTTOM.�, PLATE 1 Od NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 0 BEYOND. L PLYWOOD 0 SHEATHING PLYWOOD FASTENED TO TRUSSES ITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD -PLYWOOD SHEATHING MASONRY- P WALL BELOW 5/8"X1 0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM T4 PLATE) ALTE NATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. SCALE: N.T.S PARTIAL INTERIOR ELEVATION L5/8"x`10" "J" BOLTS @ 24" O.C. MAX. r /-XIVIIIIUL)r-lt-%ILOMDUVr-C:1'41r%T SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. �4 q) to Cold) Q) 4-J U-1 U 0 LU E 0 Cn ce) V) rz cn 0 U-j E 0 d v, 000 ai oil Cn C) :S LL 00 :3 - 00 0 3 i::- 4) a) "d < con co CL 0 L () 0 A I tit N CI*4 z UU S ei LL4 W LU z 04%- M*a z W L J 1� Q o e es o e ng nee s now e ge, n rmat on, an belief, the structural plans and specificati ns 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. z r%4 0 (1) r,, 14 4-J C:) - = '.0 C:) V) C�' z M Ln V) U) �V7 Z ("Ln U- Ce U>- M r� < OL. 00 E W z z Lu —i C) ., e 02 z LU LU LL Uj co z LU) 0 0 M.) Z��z Z, zz I-- qq smi W� U. 08 -. 040 O�O U LU 04 C:) 0 z z UJI Ln 11714 r-j Lr) 0 7<' Lu < �- �: �e Ln z LU C, 08,0 0 < U . Izn 2 Z z CL LU z =Cy 2: Z�— 2� LU 80=0 01 U-1 (LUD --j p �<- 5 �i 5 > 0 2: - 2 2 L>u 9 8 --j LU LU 0 U- z 02: on (*%4 < � 0 X: LL Ln Ln 9 � -J LU -i LLJ CD < z LU > 0 Z z SCALE AS NOTED PLOT DATE: 12/7/2012 VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. S4 -s