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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />////,--SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @ MID <br />PO I NT w/ (3) 12d <br />TONEAILS SPACED <br />DOUBLE2xTOP <br />EVENLY <br />PLATE <br />HEADER FLUSH TO OUTSIDE OPTION <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />17Z.A --(2) 2x HEADER <br />�Z-g <br />PER PLAN <br />VARIES 2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />12 <br />SEE TYPICAL WALL SECTION <br />SEE ELEV. <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ (2) 12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />USP SPT24 @ EA. STUD <br />(3) 1 Od TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+ STUD W/ (3) 1 Od NAILS <br />CRICKET AS REQUIRED <br />I <br />SINGLE 2x CONT. BASE <br />N <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" OIC <br />EDGES & 8" O/C FIELD A <br />USP SPT22 @ EA. STUD ---- <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX - <br />W/ 8" EMBEDMENT <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90AHOOK IN K.O. BLOCK <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />\--ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />ZSEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />­\rp <br />-1 <br />VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH <br />--TYPICAL C.M.U. WALL <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/41 <br />DRAIN <br />WALL CLEAN —OUT <br />rA <br />SCALE: N.T.S. � �4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT---\ <br />BLOCK W1 (1 ),,5 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />11 <br />;�- "11 <br />11�� <br />, <br />I . 11 <br />-4, <br />STD. 9(f HOOK 8"- <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL Wl' <br />(1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />R <br />Y7 <br />I] <br />NOTES: <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PRC�VIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />(D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL - <br />MOUNTING BASE SHOWN <br />IN POSITION <br />2x6 MOUNTING BASE <br />� I _j <br />< <br />x <br />W <br />> <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <br />_8x8x16 C.M.U. GARAGE DOOR-----. <br />GARAGE DOOR ROLLER <br />GARAGE FLOOR CONNECTION ASSEMBLY <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />1 <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />'1 <br />4 <br />IBOTTO <br />POURED CONCRETE BASE FOR 'ASE <br />M OF MOUNTING B <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8,, 8" 7 5/8" 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />CL* <br />EXTERIOR <br />WALL <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />D� <br />MASONRY LAYOUT <br />SCALE: N.T.S. <br />VERTICAL JAM <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />LTRUSS <br />BLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />EACH END <br />WALL <br />4 <br />< DOORSTOP <br />LU <br />MOLDING <br />< <br />a- <br />2x TOP PLATE U) <br />GARAGE <br />2-16d NAILS @ 24" O.C. OR <br />DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />O.C. MAX. <br />2x STUD @ 24" <br />PROVIDE P.A.F. NAILS OR <br />EQUAL @ 12" O.C� <br />2x P.T. PLA FSTAGGERED FROM BOT. <br />SEE A/S3 FOR PLATE TO CONCRETE <br />REINF. INFO. W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />t7 <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL (-j TYPICAL GARAGE DOOR BUCK <br />SCALE: N.T.S. SCALE: N.T.S. <br />S4 S4 <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />USP SPT4 w/ (6) <br />1 Od x 1 Y2" @ 24" <br />O.C. <br />10d NAILS @ 8 <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE S1 . UID <br />TYPICAL (U.N.O.) <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />V- 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'- 9- <br />(2) <br />1 (3) <br />1 (2) <br />(2) <br />I (1) LISP LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />1 (4) <br />(2) LISP LSTA30 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl 0" OR <br />D;� GREATER HEADER <br />R \--(2) 2x HEADER SEE PLAN <br />\—INTERIOR HEADER <br />(1) 2x SILL PLATE W/ (2) <br />BOX HEADER <br />12d TOENAILS. <br />ONLY <br />EXTERIOR HEADERS <br />(1) 2x S ILL PLATE W1 (2) <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2x <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />""-2x STUDS TYP. <br />_YP. U.N.O. SEE NP <br />/-USP H17161 <br />HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING <br />WALLS NOTED WITHOUT UPLIf <br />\-P.T. BOT. PLATE <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. � �4 <br />-USP SPT4 SPT241 <br />us <br />2X STUDS @ 24" 0 C <br />P.T. <br />ATE <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(TYP.) S <br />EE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />Ty7p.) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" TH IC K. <br />/-CRICKET AS REQUIRED <br />USP SPT24 @ EA. STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />USP HTA20 @ EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL-` H I <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />a�n_ <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z W/ (12) 16d NAILS <br />TOP SPLICE <br />2 ROWS 10d @ 3" O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />ROWS � <br />NA LS To- <br />PLI <br />41 E <br />SPLICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL U <br />EXTERIOR ST IDS <br />W/ 14) 16d TOENAILS <br />TO'FOP PLATE <br />NOTE: <br />LIST BE BOTTOM SPLIC) <br />PLATE LENGTHS M <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />F= 2240 LBS �4 <br />USP ('C <br />UOr'%:)r'1-+j <br />SPT241 <br />[TuOt- Or- I'+ <br />E�-- <br />10 <br />ST <br />J- <br />M <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />\\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />_USP SPT4 <br />USP SPT22 <br />USP SPT4 <br />7. <br />I <br />"\- <br />U. <br />A <br />2X8 P.T. BOTTOM PrTE <br />USP <br />\-5/8"X`10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />uOr or"'+-] <br />SPT241 <br />SP SP <br />-US <br />SP <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />-RECESS <br />LINTEL <br />\-NAILED INTO <br />TRANSOM <br />FRAMING <br />USP_ <br />SPT2 <br />SID <br />PT4 <br />VS <br />_R <br />9j. <br />- � <br />4 14< 4 <br />zy'd H. 1. bu I I OM <br />PLATE <br />L5/8"X`10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SCALE: N.T.S. <br />2XTOP PLATE <br />OVERLAPPING <br />NAI LS @ 6" <br />%GGERED <br />3OLTS @ 24" O.C. <br />kX <br />2X P.T. PLATE <br />IN <br />ROOFTRUSSABOVE <br />/_ 2X BLOCKING <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />'2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2-10" O.C. <br />-MASONRY WALL <br />T4 <br />10d NAILS@ 4" 1 Od NAILS @ 6" O.C. <br />STAGGERED A <br />STAGGERED <br />"M 0 TRANSOM FRAMING <br />0 BEYOND. <br />PLYWOOD <br />PLYWOOD FASTENED TO TRUSSES 0 SHEATHING <br />WITH 8d COMMON WIRE NAILS @ 4" <br />OIC BOUNDARIES 6" O/C EDGES <br />& 8" O/C FIELD <br />—PLYWOOD <br />SHEATHING <br />MASONRY-- <br />P WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />T4 MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY <br />SCALE: N.T.S.' <br />S4 <br />Z C') <br />0 <br />0) <br />- C) <br />7' co <br />L/) (D <br />Q) <br />4-J LU <br />(Z C� <br />U <br />0 W <br />E <br />V) ZD <br />0 <br />C) <br />-2 <br />M I­ <br />cli <br />LU <br />E <br />0 <br />(D M <br />0) co <br />C M co <br />2 M <br />1 <br />0 <br />0 9 CD <br />LL 00 <br />12 <br />I <br />ry a) <br />U) MO <br />0 <br />_�e <br />< 0 <br />0) <br />LO "T <br />It a <br />1 0) < 0 <br />N,C�B -D-C <br />T8D. <br />% I <br />ti@r_74 <br />p%, <br />9 <br />0 0 <br />N.R! E- <br />CIPI <br />�j <br />ELL. <br />a I CL <br />-0 <br />04 UU <br />z 0 <br />4 .'C� , <br />.- Cq <br />lcn- �a)�, <br />9 <br />6 4-i <br />FLO <br />LL 4 <br />_5*1 <br />LLN ......... <br />v <br />ww': 'Vi <br />El <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />n sea is on y r t e structural engineering portions o <br />the drawing pages bearing Engineer's signature and seal. <br />C) <br />C) <br />z N <br />0 a) N <br />�—j 4­0 C) <br />C:) <br />z <br />> U-) ro C:, <br />N <br />ro Ln <br />.2 1- <br />7 U) b N <br />a) - LO <br />C LL_ <br />z <br />CL rt) <br />fu q <br />cl� U CL 00 <br />< I. <br />z �i E -I <br />z C:) IT <br />WUj <br />_j CD <br />110 <br />Coe <br />U-1 u- 0 <br />Z _ v) a: <br />LU � 0� <br />Uz, <br />U v) C) 0 <br />1E 20 zo i " <br />z U z ll� <br />z < < < <br />zz <br />=�- �� Wz <br />(D <br />� v I., W_ <br />C:) <br />L U, 8 OLO <br />OMM cec <br />U=0 LUN <br />ts- <br />T-11 <br />V_ <br />l­_ 0 Z <br />I z <br />LU <br />t.- j <br />C) <br />T__1 <br />r1_. <br />Lr) <br />rl�j <br />Lr) <br />zi� <br />< <br />U) <br />z U <br />LU 0 <br />0 <br />< <br />U W Lzn E' 2 <br />0 <br />_0 <br />Z <br />C) <br />=0) <br />Z <br />I 0 <br />L� S 1z' �5 <br />(<5 < U <br />cu <br />> <br />LIJ <br />_j <br />117*64 <br />t,5 i_- - �� <br />2 0 LU Z �- <br />02 > 9 0 <br />C) <br />LLJ LLJ 0 LL Z < <br />ce - 2: 0 <br />�, 012 0 <br />C:� <br />Ln <br /><!;� <br />0 2: u- a <br />V) CY z <br />U) z <br />0 <br />< <br />_j 16 LU <br />_j a. �,e Uj <br />0- <br />c) <br />LL <br />< 2E <br />u_ <br />z <br />LLJ <br />> <br />0 <br />Z <br />z <br />P__1 <br />_j <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: IFFLORES <br />VERSION NO. <br />100 <br />JOB NO: 17-1427 <br />SHEET NO. <br />S4 <br />