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1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1X4 112" DRYWALL DOOR JAMB (REFER F_1X4 <br />F <br />1/2" DRYWALL <br />E <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN, DETAILS <br />MAX. 8" <br />PROPER INSTALLATION DO NOT DO THIS <br />2"x BOT. PLATE W1 (2) 1 Od @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS X 4 <br />ID <br />X 4 <br />#5 REBAR (TYP,) <br />3/4"PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />PLATE W1 <br />IL7 -1 X 4 <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />FURRING <br />V8 <br />400 <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />I <br />2X BOTTOM 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS <br />STAGGERED @ 16- TAPCONS STAGGERED <br />2X8 <br />(TYPj <br />000 <br />BLOCK@ SPACING <br />1 "DETAIL <br />O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" 0. r, <br />2-ROWS INTO JE <br />y5z <br />1X8 <br />4 <br />2x BAND JOISTW/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/21' DETAIL- MASONRYTHROUGH 311 DETAIL <br />4%IIl 90- HOOK (TYP.) <br />STD. 90A # <br />@ TOP & BTTM CHORD, AND (8) <br />1 x4 P.T. & 1 x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TA <br />TAPCON @ 16" <br />P CO N <br />J Lj1 L <br />fB <br />METAL SEAT PLATE <br />1 X4 P.T. <br />NOTE: <br />NC <br />0 4 FR <br />O.C. & 4" FROM <br />C <br />3/16" x 3 -11211 DOOR JAMB (REFER <br />1X4 DRYWALL <br />I' j <br />LAP SHEATHING TO <br />LA <br />EACH E <br />EACH END W/ MIN <br />ND VV <br />2., E <br />DOOR JAMB (REFER 2" EDGE DIST. <br />DGE DISI <br />1 <br />K FOR <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-Kl FOR <br />I <br />TO SHT. SDW2-K1 CONN. DETAIL <br />F1/2" <br />:JL _ <br />. ' <br />� 4441# <br />C1 <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 <br />### <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />, <br />FOR CONN. DETAILS 10d @ 12" O.0 <br />C <br />2A <br />1X4 <br />E <br />; N <br />'0 <br />FURRING <br />_j <br />2X8 P.T. WITH 3/1613 X 3" <br />3116 " X, <br />L <br />OT <br />12d. III N FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />Ax 1/ <br />LONG TAPCONS <br />T r:r <br />2x P.T. AS REQ'D <br />2X8 P.T.. <br />STAGGERED @ 16" O.C. <br />2X8 <br />41% <br />�_NOTCHWEBATTHE <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />INTO K.O. BLOCK <br />2x,DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL <br />±5A <br />FIRST 2 COURSES <br />BOLTS <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGSKC�_C� <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION KH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />� �s <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />SCALE: N.T.S. � �s <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />A -A <br />= 1890 # FOR 2 STRAPS <br />/-FILL 1St4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID WIGROUT <br />2- <br />8" <br />I -PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 1/4" TAPCONS <br />1" <br />BLOCK HEADER ARCH BLKG. & BUCK <br />USP RT16M W/ (8) NA1 1 NAILS & (6) 4 x 21" <br />. . . . rAPCONS <br />1/2" DRYWALL <br />. . <br />1 Od NAILS x *NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45^ DIAGONAL <br />—LEAVE A CUT OUT IN O.S.B. ON THE <br />X 1 t'WEDGE BOLTS (1) ST P 1225 <br />(4) RA <br />(4) 10d NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#]) <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />---2 x 8 45 DIAGONAL BRACE AT EA. <br />IN PLACE BEAM <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />FACE OF ARCH W1 (3) 10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHANG" <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />\—PROVIDE <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR--/ ­2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --\'N <br />4" MIN, OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 11/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />DOUBLE 2x4 SCAB FOR Z-13" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4YP WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR RECI'D. <br />ARCH DETAIL <br />4'MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE 1/4" X 3 1/2" TAPCONS AT 16" <br />(2) 10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />(3) <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <br />+ + PLYWOOD SHEATHING <br />11-011 51-011 <br />L <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />(A�/ <br />+ + <br />+ + <br />INISH FLOQ I <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />WITH <br />1/4" x 3 1/4" TAPCON (11/4" MIN <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />b <br />AO' <br />/4" MAX <br />EMBEDMENT INT;'�� <br />PER NAILING SCHEDULE LL <br />TO SUPPORT <br />TRUSS + <br />. . . I ... . I . . <br />A - <br />7 F—CENTERED <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />21-0" 8" <br />(5) -12d NAILS <br />+ SOFFIT <br />+ <br />+ <br />W/ <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP <br />9 <br />9 <br />KNOCKOUT/ N <br />EACH TRUSS <br />P.. <br />A <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE B <br />2 x 8 VERT. W/ (2) 1 Od <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />CONNECTOR <br />MONO FOOTING <br />E <br />% <br />(3) <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. 0 <br />TAPCON AT EA. SIDE <br />12d NAILS <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK T RUSS PROVIDED BY <br />SEE LINTEL <br />SCHED. <br />AND SECTION DETAILS v <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEA N FILL <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />IT <br />DIRT <br />TO BE INSTALLED <br />/ <br />BUILT UP PLWD. BUCK - <br />/1 4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />A. <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVAT'ION <br />9SOTANDARD <br />#5 BAR IN <br />HOOK C14 <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />"'-2 <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%' WOOD <br />FOR OVER HANG <br />—(MAX. <br />FILLEDCELL, L 1 <br />x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4'MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />4'-0") <br />L V L. <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL <br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS -B <br />B <br />ARCH DETAIL rK <br />SECTION @ ENTRY rL <br />SECTION @ ROOF EXTENSION <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />- <br />SCALE: N.T.S. SS <br />SCALE: 3/4" V-0" �s <br />SCALE: 3/4" V-0" � �s <br />MONO TO STEMWALL FOOTING <br />SECTION DETAILS <br />SCALE: 3/4" T-O" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: <br />IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />EXCEED <br />(3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />FOR ADDITIONAL <br />INSTRUCTION. <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />"S" <br />SEE SHEET D2 AND <br />DRILL 3/4"X6" MIN. HOLE <br />TYPE OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />EXPANSION STRIP <br />FLOOR PLAN FOR <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />MORE INFO <br />SET BAR IN EPDXY <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />HTT16W/(18)-16d NAILSTO <br />CAP TO PREVENT LEAKAGE <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />STUDS & (1) - 5/8" DIA. ALL <br />#5X6'EMBEDDED INTO <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />(1) #5 BARS CONT. OCCURS <br />THREAD ROD EPDXIED W/ <br />"SET" <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />TOP WITH MIN. 3" <br />SIMPSON EPDXY MIN. <br />z <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 61-011 /--F.F. <br />5" EMBEDMENT & 3" MIN. <br />FILL CELL FULL HEIGHT W1 <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />EDGE DISTANCE <br />M <br />U_ LU <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />THANONELENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />Uj CL <br />A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />U 0- <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />55 <br />• PRESS PANEL REINFORCING INTO PLACE. <br />�&Ql <br />5X6'EMBEDDED INTO <br />• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH. DO NO FURROW. <br />6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />FF.LIEF <br />LO <br />C14 <br />STING FOOTING <br />2-#5X6'IN CONIC. <br />FILLED CELL <br />DRILL 3/4"X6" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />'i 11"r I r <br />GRADE -> *' , <br />SET BAR IN EPDXY <br />6" MIN. LAP <br />A' <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />C14 <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. ATTHIS <br />I" SEE GLASS BLOCK INSTALLATION NOTES. <br />04 <br />— 0 1� <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />_'0 <br />SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />(2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN, COVER EA. WAY <br />7r <br />�A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />�Jj <br />SCALE: N.T.S. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />RETROFIT FOR MISSING MSTAM STRAP <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />RETROFIT <br />FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4"= V-0" <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />a <br />(-D,o <br />Z�; <br />(0 <br />0`1 <br />4--J w <br />U <br />0 <br />-E <br />0 <br />U1 <br />00 <br />170 <br />Fn r- <br />C-4 <br />Cl) <br />E <br />8 <br />oil <br />CUM <br />E22 R <br />0.2,, <br />M: aj <br />4) <br />C) 00)) <br />LL 00 <br />-00 <br />2 iz- <br />(D <br />_,4 <br />< 0 <br />(00 0.0 <br />Lo 0 v <br />Al <br />8 D. <br />N C.- D-C <br />T <br />A <br />�C,09 <br />ZRI <br />" 122 <br />izz. I �.Q_ <br />RUUI STE <br />1—=SAR <br />v <br />255 <br />Qj Lalj*'' <br />w_ <br />co <br />E <br />z <br />LL <br />LU < N. <br />0 7. <br />at \Z <br />C. IS <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 Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />Z <br />0a) N <br />1-� :E� C) <br />Q <br />=3 kD <br />> Ln ro C) <br />p <br />ro <br />fo Ln <br />z <br />00N <br />U_ <br />0- <br />�:_ fu <br />cl� U S__L 00 <br />z <br />z § E <br />z C:) <br />Uj <br />_j C:) <br />W k.0 <br />0 z <br />Rn <br />u, <br />>_ 17 <br />z (L <br />< <br />0 <br />LU z <br />Uz< <br />z <br />U, <br />Lzu <br />2z I <br />0 �n <br />0 R <br />u_ <br />U uj i.- N <br />Z <br />lun <br />Z Z <br />8 <br />L0 <br />z <br />z <br />0 <br />-0 <br />N <br />Ln <br />ru <br />> <br />z <br />0 <br />U) <br />_j <br />< <br />Lu <br />Lu <br />6 <br />(12 04 <br />0, <br />U-j <br />>< 0 <br />2 M- 2 <br />C1 <br />� - N, <br />u�ya <br />z <br />F_ <br />I <br />Z <br />Uj <br />L0 <br />i6u­be <br />Lij <br />L5j <br />6 z <br />0!� <br />Iwo <br />5' <br />z <br />U_j P, <br />U, z <br />Z <br />Z <br />Ln Z <br />�2 <br />0 <br />LU <br />< V) <br />z <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION NO 10 <br />SHEET NO. <br />SS <br />