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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" O/C (nP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) STANDARD 3" DIA. TEE 3/4" FURRING STRIPS (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 \ t SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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 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 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT PLATE EVENLY EXTENSION FROM EXTERIOR INTERIOR FULL 8x8x16 BLOCK CRICKET AS REQUIRED FACE OF BLOCK WALL IS 21/4 USP SPT24 @ EA. STUD HEADER FLUSH TO OUTSIDE OPTION WALL ❑ ❑ ❑ TO DRAIN Ct DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING _ J 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 ❑F111 A ❑ 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 LJU REFER TO WINDOW PRODUCT APPROVAL 71 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 2 x 6 (MIN.) FRAME MANUFACTURER. D AN MOISTURE BARRIER [MAIN ROOFST USS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW r1B MASONRY LAYOUT UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1W5STDR90° HOOK IN K.O. BLOCK (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT SCALE: N.T.S. DOUBLE 2x4 SPF it) FOR 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 ° as ° o ° 8" STD.90°HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION RUSS BOTTOM CHORD OR 2x4 FBILOCKINGW/ 2-16d TOE NAILS EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. a WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a ° THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN DOOR STOP PSPN516Z w/ (12) 16d NAILS SEE PLAN FOR MORE INFO w a a TOP SPLICE ° ° z ¢ ° ° MOLDING 2 ROWS 10d @ 3" O.C. (14 °°°° 18-10d NAILS LL 2x TOP PLATE '— � GARAGE NAILS TOTAL) EA. SIDE OF 2-16d NAILS @ 24" O.C. OR DOOR sag* SPLICE STAGGERED EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. i 1EPDXIED TR W/8 MIN. 8" EMBEDMENT • @ 10d 8 0/C *MAX 5/8" W/ 5/8" W.A. W/ 2x U @ 24 O�Srq� 51/2" MIN. EMBED O.PROVIDE P.A.F. NAILS OR cF 2x P.T. PLATE EQUAL @ 12" O.C. A SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK ATTACH ALL EXTERIOR STUDS ® UPLIFT= 4290# (SPF / SYP #2) REINF. INFO. PLATE TO CONCRETE a W/MOUNTING ANGLE W/ (4)16d TOENAILS TO TOP PLATE NOTES: ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: 1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL TYPICAL INTERIOR NON - WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C = _= PORT EDGES & 8" O/C FIELD = @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL ,J TYPICAL GARAGE DOOR BUCK rK TOP PLATE SPLICE DETAIL M USP HTT16 N USP SPT22 @ EA. STUD BLOCKING (TYP.) O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. �� SCALE: NTS S4 2x P.T. PLATE OOF TRUSS PROPERLY,O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8 x 10 J BOLT @ 24 0/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP rc 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 G 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY STD. 90A HOOK IN K.O. BLOCK Ir SCALE: N.T.S. KNEE WALL ABOVE MASONRY WALL DETAIL F �7 SCALE: N.T.S. 54 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 V-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' 1 (2) 1 (3) (2) 1 (2) (1) USP LSTA30 9' -16' 1 (3) 1 (41 (2) 1 (4) (2) USP LSTA30 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT 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 SEE FLOOR PLAN NOTES FOR r w T REQUIRED CONNECTION T o SFFp/N�Ow �N 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR USP SPT4 SPT24 USP SPT4 SPT24 SP SPT4 ROOF TRUSS ABOVE USIP 2X TOP PLATE 2X BLOCKING 2X STUDS @ 24" O.C. OVERLAPPING /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P USP SPT4 NAILED INTO (2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING STAGGERED TRANSOM FRAMING FRAMING X P.T. SEE SECTION AA/S1 LATE AND BB/S1 FOR 2X8 WALL ABOVE ADDITIONAL DETAILS ENTRY USP SPT22 K.O. BLOCK W/(1) _J-BOLTS @ 24" O.C. #5 CONT. & T SP SPT4 USP SPT4 MAX FILLED RECESS LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 3-ROWS 12d NAILS STAGGERED a a I I MASONRY AL RECEIVE GARAGE DOOR AND TO ALLOW 2x4 (NOM.) @ 12" O/C FOR 2"x10" OR ° 2X8 P.T. BOTTOM P TE FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d p TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. B USP SPT4 w/ (6) USP C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 )/2" @ 24" USP SPT4 SPT24 USP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. 1 (2) 2x HEADER SEE PLAN MOUNTING BASE NOT 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 MOUNTING BASE SHOWN 10d NAILS @ 8" A K/S4 IN POSITION GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) STAGGERED STAGGERED SEAT FOR BLOCK IS POURED ONLY 12d TOENAILS. G o IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEADERS BEYOND.TRANSOFRAMING CRIPPLE STUD (1) 2x SILL PLATE W/ (2) NAILED INTO GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O. 12d TOENAILS. OPENING TRANSOM � TROWEL FINISH SEE ) LARGER THAN 4 ft (2) 2x FRAMING PLYWOOD GARAGE FLOOR SLAB 8x8x16 C.M.U. o 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 BB/S1 FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES B -2x STUDS TYP. GARAGE FLOOR TRAVEL DIRECTION OF DETAILS & 8" O/C FIELD GARAGE DOOR USP HT D U.N.O. SEE N/S USP PLYWOOD ** HOLD DOWNWN CONNECTIONS SPT22 SHEATHING NOT REQUIRED @ BEARING MASONRY Ftiiy WALLS NOTED WITHOUT UPLIFT RECESS /�SP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL Q LINTEL / SPT4 USP MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. ° SPT4 PLATE) a a a ALTERNATE: SEE PLAN FOR FOOTING a BOTTOM OFMOUNTINGB E P.T. BOT. PLATE 4 ° ° 5/8" DIA. ATR EPDXIED POURED CONCRETE BASE FOR 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 P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4, PARTIAL INTERIOR ELEVATION 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. SCALE: N.T.S. 54 S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) � r 7 cM O Q co z J 4- w 0 0 w �- 0� 0 '— o o 0 m r` U w E --8 N M C m cl) 2 M M O `oo = aj (D f I! !!I U N LL 00 0-00 O Y I` " O <Crn n O. O � d� rnQo A' 8WCIA N C" D C Ito •CV q N i z C5 IN.��\. f LL>u 0 CA. W d,c�y`'l�SIi41:1 7o 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 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. 11 O O Z tV 0 HMO M Q CO Lr) r1 cn •L d' Q LL Ln oC U O Q Z to ... J � W oZ Za �a Wa-:,3� U z O p Z,z¢ F� Z Z �ofw M O. O1�o U Frc OO L Z z 0 Z Ln z c'V z 0 OU _ W J Q LU x o� 2oO 1x9 - _�' OJT' �'.._ LlJ x88 VOa'oJOa fV Zao< Q ~90 Z �0o Wa W LU J Ln --1LL LLj j o 2:Y QaQ zu a Ln M Q Z w~~ a i Z 1,o , z ^ z M41` W O yf = a z uj rn ,-1 a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S4