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1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />� <br />UNACCEPTABLE INSTALLTION <br />, <br />DOOR JAMB REFER <br />( <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. 8 <br />DO NOT DO THIS <br />40 <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.. <br />FOR CONK. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />e #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />PLATE W/ 8d 4" <br />1 X 4 <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16"0 X 3" LONG FURRING �� <br />TAPCONS 3/16 0 X 3-1/2 LONG <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM @ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />STAGGERED @ 16 TAPCONS STAGGERED <br />2X8 <br />(TYP) <br />BLOCK@ SPACING <br />1" DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />W/ FACE <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 3" DETAIL <br />STD. 90^ ` <br />D. 90° HOOK (TYP.) <br />2x BAND JOIST NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />4461 <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />O.C. & 4 FROM <br />1X4 P.T. <br />3/16 x 3 -1/2 DOOR JAMB (REFER <br />1 X 4 1/2 DRYWALL <br />//4% <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN. <br />2" EDGE DIST. <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />TO SHT. SDW2-K1 CONN. DETAIL <br />® <br />LAP SHEATHING TO <br />BOTTOM <br />TO SHT. SDW2-K1 <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12" O.C. <br />1 X 4 <br />_ � <br />FURRING <br />2X8 P.T. WITH 3/16"f?1 X 3" <br />' +2„ <br />NOTC F@ @FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4xl 1/2" SCREWS INTO BAND <br />2x P.T. AS REQ'D <br />LONG TAPCONS <br />2X8 P.T. STAGGERED @ 16" O.C. <br />2X8\—NOTCH <br />` <br />JOIST & (4) 3/16"x13/4" WEDGE <br />BOLTS INTO K.O. BLOCK <br />2x DETAIL <br />2 1 /4" DETAIL 2 ROWS INTO MASONRY 3-1 /4" DETAIL <br />+5^ <br />WEB AT <br />FIRST 2 COURSES E <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FIL LED CELL PER <br />FOUNDATION <br />PLAN FILLED CELL INSTALLATION(H'�RETROFIT <br />FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S- <br />SCALE: N.T.S. <br />SS <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 ist4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />tr 2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 1/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />USP RT16M W/ (8) NA11 NAILS & (6) 4" x 21" <br />TAPCONS <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />8d NAILS AT 8' O.C. AT BUCK <br />10d NAILS x 11' NAILS AND <br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />(4) 4" X 1 4" WEDGE BOLTS [ (1) STRAP = 1225 # , <br />2450#]) <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS <br />7/16 OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <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 W/ (3) 10d NAILS <br />AT EA, END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />a: <br />INSTALL WDW. SCREW ANCHO 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 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />4" MIN. OF BRACE <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(2) 10d NAILS @ 8" O.C. <br />X 0�FR TO TRUSS TOP CHORD <br />ARCH DETAIL <br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />Nq/y <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <br />+ F/� <br />+ CTH PLYWOOD SHEATHING <br />1 r-011 5'-0„ <br />JACK TRUSS PROVIDED BY SEE <br />TRUSS COMPANY OR PLAN _ <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ <br />INISH FLO <br />QR <br />AdLf <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> e <br />/4" MAX EMBEDMENT INTO <br />K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° • • ° o.. <br />#5 BAR <br />2' 0" 8 <br />TRUSS + + SOFFIT <br />.D > 10„ P C <br />° <br />RED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN, ARCH <br />-1 NAILS <br />+ <br />° <br />,y 90' Ii ° <br />N TOP <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X O USP RT3A <br />2X6 TO 2X4 <br />2X4 SYP ► ®• <br />' ° <br />.' . .� <br />o <br />KNOCKOUT / iv <br />EACH TRUSS <br />> <br />— ° <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />-- ° <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />PROVIDE 2x <br />•� • <br />CONNECTOR '® <br />_ <br />MONO FOOTING - �- ' a <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />PROVIDE (2) MIN. <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />CONT. W/ (3) <br />12d NAILS <br />JACK TRUSS PROVIDED BY <br />TEL <br />SEE LINTEL <br />LIN <br />SIZE AND REINF. PER PLAN __ <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />SEE <br />CLEAN FILL <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT <br />TO BE INSTALLED <br />00, <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />STANDARD o <br />.e, . °r99 <br />SCRIBE (NOTCH) BACKSIDE <br />) <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o <br />• <br />#5 BAR IN _ <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD <br />FOR OVER HANG <br />FILLED CELL , • - • - • • -. - • <br />• <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />• <br />, • • '• �., • • •, <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS <br />EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />• ° - <br />��. <br />.- .• .• .- .• .- .• <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION @ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF, PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" = V-0" <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 />REINFORCING. PROVIDE LOWER <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />DRILL 3/4"X6" MIN. HOLE <br />TYPE "S" 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 />HTT16 W/ (18) - 16d NAILS TO <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 a. PANEL PER ANCHOR) <br />T #5 BARS IN. 3"CONTOCCURS <br />TOP WITH MIN. 3" <br />THREAD ROD EPDXIED W/ <br />SIMPSON SET EPDXY MIN. <br />z <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />COVER 6'-0" <br />� <br />5" EMBEDMENT & 3" MIN. ` <br />a <br />Cl) <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F.F. <br />� <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />EDGE DISTANCE <br />LL w <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />p U <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />u <br />v a <br />A <br />REINFORCING AS FOLLOWS: <br />I III Hf fita <br />I-III=III=III=1_TI=III; <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />;.= <br />° ° I=III—T==III-III- <br />g = — — "—' <br />F- Q <br />-' <br />5X6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />" <br />' <br />6 MIN. LAP SPLICE W/ <br />— — — <br />EXISTING FOOTING <br />2 #5X6 IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />III-III=I <br />N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />o ° <br />DRILL 3/4"X6" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />u �I I —I I- <br />GRADE o. —I i �- <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p ° I <br />O <br />G SET SUCCEEDING COURSE OF BLOCKS. SPACE T HEAD <br />C S S C A OF PANEL AND JAMBS MUST <br />SPLICE <br />- ° <br />REMAIN FREE OF MORTAR, <br />NOTE: <br />M z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />o ' <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ' <br />\tea <br />,4" 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 <br />R160 <br />16"MIN. COVER EA. WAY <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 />1 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 MAYBE INSTALLED IN ANY OPENING. <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-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 />CD <br />M <br />O <br />'off <br />Q <br />� <br />O <br />u� <br />Q)(0 <br />n <br />•U <br />� <br />vI r-o <br />OM <br />o <br />U <br />CONmL.0 <br />r E <br />co@ M <br />m a M <br />--O <br />O`8o <br />U <br />t LL W <br />o, ai <br />to a- o <br />O <br />- <br />Q m <br />u7 V <br />O Q O <br />A� <br />N C B D C <br />N°•o% v m —r - 11r <br />ADt <br />g.��', NZ <br />N <br />o 90 <br />�� 6 M n lit, <br />W <br />LH � Ll. � �T <br />�F <br />N <br />�..ep <br />4 N <br />^'_ <br />Ny�C <br />o <br />f� <br />V o <br />LL W ¢mow <br />��/a�llli4°4`` <br />v <br />❑❑ <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 />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />ON <br />Z <br />O <br />7LJ o <br />r>—i M O <br />Q _� L1� <br />a � <br />Q Q) —Ln <br />U a00 <br />Z§ E:� <br />H <br />w <br />W <br />W <br />d- <br />oZ <br />Eo <br />w <br />z a <br />z <br />f� <br />w<ce <br />UzC)5 <br />U <br />Z <br />U Z Q <br />V. O w Z <br />Ov <br />W N <br />mZo <br />oV) <br />zZ <br />>0 <br />¢ <br />rl <br />Z <br />0 <br />5 <br />ca <br />8 <br />O <br />> <br />U <br />Cn <br />J (� <br />o_ <br />W <br />Lu <br />fV <br />a a <br />Z¢o¢ <br />W -Z J <br />a <br />¢ <br />Z <br />w <br />N <br />� <br />w <br />W ZZ <br />=Q�� <br />J <br />rl <br />LU <br />v C) z <br />� Y ¢ <br />M <br />Q <br />Z <br />Ceuo <br />¢,Z <br />Z <br />o, <br />Z <br />O <br />Z <br />= <br />J Q <br />¢ z <br />z <br />.-I <br />a <br />v7 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />Sis <br />