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(2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR TOP PLATE SEE SEE TYPICAL WALL SECTION PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C STANDARD 3" DIA. TEE 3/4" FURRING STRIPS (TYP-)SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND 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 5/8" 8" 7 5/8" 8" 7 5/8" 81I 7/8" STUCCO FINISH PER ASTM C. 926 CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS 2x DEAD WOOD @MID MIN. EXTENSION FROM DRYWALL NAILS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3) 12d EXTERIOR FACE OF BLOCK SOLID AREAS ARE ❑ SOLID AREAS ARE 1/8" THICK. DOUBLE 2x TOP TONEAILS SPACED WALL IS 1 112" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED PLATE EVENLY EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD WALL TO DRAIN CL DOOR OPENING DOOR OPENING DOOR OPENING � 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 rA WALL ❑ ❑ ❑ O/C FIELD (2) 2x HEADER SCALE: N.T.S. PER PLAN S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)10d @ 8' 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS VARIES 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" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD MAIN SPAN 2 x 6 (MIN.) FRAME MANUFACTURER. MOISTURE BARRIER R00 FT SS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D UPLIFT CONNECTOR SCALE: N.T.S. SCALE: N.T.S. SL� 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) S4 S4 AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (TYp) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90° HOOK IN K.O. BLOCK TRUSSES @24"O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E UPLIFT CONNECTOR " " " " ABOVE GARAGE KNOCK -OUT 5/8 DIA. x 8 J-BOLTS AT 6-3/4 , 41-3/4 , 71 ,AND 96-3/8 (SEE SCHEDULE) BLOCKW/ (1) #5 SCALE: N.T.S. NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. S4 . FOR CONCRETE PLACEMENT DOUBLE 2x4 SPF #2 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 2x BLOCKING @ MID POINT EVERY OTHER '+ STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ 2 16d TO TRUSS BELOW d ° d 81' STD. 90•HOOK 811 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION USS BOTTOM CHORD OR 2x4 EBLOCKINGW/ 2-16d TOE NAILS EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. NOT TRANSFER LOAD. HORIZONTAL JAMBS DO WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a. d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN ° a DOOR STOP PSPN516Z w/ (12) 16Td NAILS SEE PLAN FOR MORE INFO OP SPLICE z d Q MOLDING 2 ROWS 10d 3" O.. (14a 18-10d NAILS 2x TOP PLATE GARAGE NAILS TOTAL) EA. SIDE OF 2-16d NAILS 24' O.C. OR @ DOOR <6,. SPLICE STAGGERED EQUAL TO TRUSS BOTTOM 2 6 P.T. r 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING x r��tiJ _ W/ MIN. 8" EMBEDMENT W.A. W! 2x STUD @ 24" G' Qs� 10d @ 8" O/C 51� MIN. EMBED O.C. MAX. �NOF PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. 'O ATTACH ALL o UPLIFT= 4290# (SPF / SYP #2) SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE a, NOTES: a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM 1/2" EXTERIOR GRADE SHEATHING SPLIC O NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL OVER STUD FASTENED TO TRUSSES WITH 8d COMMON TYPICAL INTERIOR NON — WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C --- PORT EDGES & 8" O/C FIELD --_ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP HTT16 N USP SPT22 @ EA. STUD BLOCKING (TYP.) 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. �+ SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS 2x P.T. PLATE PROPERLY. 54 S4 F= 2240 LBS S4 S4 �:OOF TRUSS O3 5/8" x 10" "J" BOLT @ 24" 0/C MAX SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT I Inn nnTi USP_ _ l C ) I IPI f 011TA REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY rG A STD. 90^ HOOK IN K.O. BLOCK SCALE: N.T.S. S �'F KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 var �r 14 SPT24 lisp 2X STUDS @ 24" O.C. /8"x10" ' J." BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE WIDTH OF OPENING VARIES 4° FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 2X P.T. FORM CONCRETE INSET TO PLATE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL WITHOUT UPLIFT a SEE FLOOR PLAN NOTES FOR USP SPT4 _ REQUIRED CONNECTION r 0 SFF �N�o 2-ROWS 12d NAILS STAGGERED FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @RP'WS 12d 2FOR NAILS OT G ERED FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER II HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 ��r Or i w SPT24 ar Or i •t 10 ST M SP SPT22 USP SPT4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 ,. a d d 2X8 P.T. BOTTOM P TE ROOF TRUSS ABOVE 2X 2X TOP PLATE NG OVERLAPPING (2) 16d TOE NAILS d NAILS @ 6" EA. BLOCKING AGGERED 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) BOLTS @ 24" O.C. #5 CONT. & AX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. C MASONRY WALL KEEP STIFFENER BACK FROM SIDES ENOUGH 16 O.C. W/ (2)12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. USP SPT4 w/ (6) C USP (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 2" @ 24" '� USP SPT4 SPT24 SP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. (2) 2x HEADER SEE PLAN MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL IN POSITION 10d NAILS @ 8"41 (1) 2x SILL PLATE W! (2) STAGGERED A STAGGERED K/S4 GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER ONLY 12d TOENAILS. TRANSOM FRAMING SEAT FOR BLOCK IS POURED IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEADERS � ° ° BEYOND. CRIPPLE STUD (1) 2x SILL PLATE W/ (2) NAIL INTO ED NT GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL(U.N.O.) 12d TOENAILS. OPENING TRANSOM PLYWOOD TROWEL FINISH SEE -8x8x16 LARGER THAN 4 ft (2) 2x FRAMING E SHEATHING GENERAL NOTES SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES ° SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 FOR DRAINAGE CONNECTION ASSEMBLY 2x STUDS TYP. BB/S1 FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES B GARAGE FLOOR DETAILS & 8" O/C FIELD TRAVEL DIRECTION OF USP HTT16 TYP. U.N.O. SEE N/S GARAGE DOOR 00 ** HOLD DOWN CONNECTIONS USP SPT22 PLYWOOD SHEATHING > •, w . Op O,Q FNiN NOT REQUIRED @ BEARING MASONRY O WALLS NOTED WITHOUT UPLIFT RECESS ASP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL171 LINTEL PT4 USP MAX. (MIN. (2) PER BOTTOM V/S SPT4 PLATE) SCALE: N.T.S. d SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE o da a ° 5/8" DIA. ATR EPDXIED DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 54 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) zo z� Q J r1 CD 4--J w • U — 0 LU � m o coo o mn U wsomeb, (DM C� N co — E C',O o0 is Z ai 0 �- 00 co in j 9 a o O � v 0 Qv) rnao A' N C B D C B D. A �o � N Yp r S C�. o .o N i[J O 'P 0 O ocp ?� p ccr to rnl„ , o » o .a-z', N w �r� II,/ A•g.,, is �o 4. s LLfie � � �,•`i ✓ � N aH To the best of the Engineer's knowledge, information, and belief, the structural plans and 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. 1f O ON Z O (D r-, F-4 +� C:) Ul Ili U-) M O z0 4-3- (y) < Ln f0 Ln Q C- LLL Ln fl" F- , M a!U ram Q E Z J W oz �0 �o z d a� Q-a zSo U z�z�d =owz gyp—' W o-Y2o W 8wo aZ Z Z }o ¢z � W g O M � 8 0 j C: a ¢W U V) � U) J Cam' Opz N W 0acc a U21:o a z N a b J W Q di aLL< Z o p w < QZ M .�} aU) J O W O _` I = Q z rn ,- I a Ln z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2v0 SHEET NO. S4 m