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JAMB1X4 1/2" DRYWALL <br />DOOR JAMB <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1 X 4 ( <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />� � <br />REFER <br />(RE 1 <br />TO SHT. <br />TO SHT. SDW`2-K1+� <br />TO SHT. SDW2-K1 FOR CONN. ETAILS <br />MAX 8' <br />PROPER INSTALLATION DO NOT DO THIS <br />♦ ' <br />2'x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />ta-l <br />FOR CONN. DETAILS♦ <br />1 X 4 <br />4 <br />#5 REBAR TYP, <br />(TYP) ' <br />3/4 PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />X 4 <br />3-1/4" LONG X 3/16" 0 FURRING <br />X 3 LONG FURRING 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 PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <br />♦ ' <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 />PER MANUFACTURE <br />MASONRY THROUGH �� <br />A <br />1-1 /2 DETAIL MASONRY THROUGH 3" <br />DETAIL <br />`STD. 90° HOOK (TYP.) <br />STD. 90A <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1 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 />TAPCON @ 16" <br />1 X4 P.T.— <br />Lil <br />METAL SEAT PLATE <br />�� <br />O.C. & 4 FROM <br />O.C. <br />3/16 x 3 -1/2 DOOR JAMB (REFER <br />1 X 4 1/2 DRYWALL <br />E711 <br />7/ <br />NOTE: <br />DOOR JAMB REFER EACH END W/ MIN <br />( <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />LAP SHEATHING TO <br />BOTTOM OF ND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />' ` <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />/ 10d @ 12" O.C. <br />— J <br />FURRING <br />2X8 P.T. WITH 3/16" O X 3° <br />LONG TAPCONS <br />' t2 NOTC @FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />2X8 P.T. <br />2X8 <br />2x P.T. AS REQ'D <br />STAGGERED @ 16" O.C. <br />I ♦ <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />2x DETAIL <br />2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />+5^ <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />♦ <br />BOLTS INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS �cc <br />FILLED CELL PER <br />FOUNDATION PLAN FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />A -A <br />UPLIF T CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />=1890 # FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) fir 2-0 <br />MAX '" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />9 <br />SOLID W/GROUT <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />1!4x 31/4 <br />" " TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6) T" x 4' <br />BLOCK HEADER <br />TAPCONS <br />1/2" DRYWALL <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 1" NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />(4) "X 1 t" WEDGE BOLTS [ (1) STRAP =1225 <br />2 x 8 45A DIAGONAL (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 1 <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 />FACE OF ARCH W/ (3) 10d NAILS <br />• ' <br />BACKSIDE TO FIT ARCH (4j 10d NAILS INTO 2x8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />• <br />•.a. <br />2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB <br />INSTALL WDW. SCREW ANCHO ( ) PROVIDE TAPCON WITHIN <br />...°�: <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />4" MIN. OF BRACE <br />DETAILS A THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-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'/V WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />A, O� (2)10d NAILS @ 8" O.C. <br />ERHgH TO TRUSS TOP CHORD <br />ARCH DETAILrT�_ <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <br />+ �F/y0 <br />TH PLYWOOD SHEATHING <br />11- 01' 51_ 0 11 <br />JACK TRUSS PROVIDED BY SEE <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ BLOCKING AS <br />° <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> ► ' ► ''� <br />/4" MAX EMBEDMENT INTO .) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° 4 ► <br />2'-0" 8" <br />TRUSS SOFFIT <br />+ <br />° . ► • ► ��„ �' • ► p ° <br />#5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />+ <br />p ► ° <br />CENTERED W/ <br />1 X 4 FURRING BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP . • . <br />► .' ° "� <br />IN TOP <br />EACH TRUSS <br />► .' ' <br />KNOCKOUT / c� <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />'� <br />= <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />TAPCON AT SIDE <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR <br />- -- <br />MONO FOOTING ' •• ; ' ► ° <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />EA. <br />12d NAILS <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4° <br />JACK TRUSS PROVIDED BY <br />SEE LINTEL <br />SCHED. <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 />_ <br />► <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SOFFIT <br />CLEAN FILL ► 6. <br />z <br />TO BE INSTALLED <br />DIRT <br />BUILT UP PLWD. BUCK - <br />'-0" MAX SEE <br />PRECAST LINTEL <br />°'. 4 <br />'ffANDARD <br />SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ' <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />START OF ARC <br />IF TRUSSES USED WI 2 #6 X 4%2° WOOD <br />) () <br />FOR OVER HANG <br />FILLED CELL, • - - �, - • - , <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />INSTALL WDW, SCREW <br />EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />✓ ;� '� <br />�,�'� <br />THRU OSB INTO 2 x 8 <br />O.C. <br />•� ,• `, '• <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS B-g ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSIONrM <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />—� SCALE: N.T.S. <br />MONO TO STEMWALL FOOTING <br />SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" =1'-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" =1'-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />FOR ADDITIONAL INSTRUCTION. <br />EXTENDS SILL. <br />C) SET A FULLLL 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" "N". <br />SEE SHEET D2 AND <br />DRILL 3/4"X6" MIN. HOLE <br />TYPE OR 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) - 5/1 DIA. ALL <br />, <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 />TOP WITH MIN. 3" <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET" EPDXY MIN. a <br />Z EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />REINFORCING <br />COVER 6.0�� <br />5" EMBEDMENT & 3" MIN. <br />(EVERY OTHER <br />F.F. <br />EDGE DISTANCE <br />g FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />COURSE) EXPANSION STRIP <br />0 U.1 NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />n n A ► <br />w a A <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />P s r <br />— — p <br />w n- <br />* PRESS PANEL REINFORCING INTO PLACE. <br />. <br />U z 5X6' EMBEDDED INTO <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />► ° <br />� � EXISTING FOOTING <br />a - <br />2-#5X6 IN CONC. <br />SMOOTH. DO NO FURROW. <br />N <br />FILLED CELL <br />3/4"X6" MIN <br />. N. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE >. . ► <br />. <br />SET BAR N EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p e <br />\ <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />i•, ° 'p <br />` <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />' <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />C14g <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <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.Of 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 />j 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 FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />_ <br />SCALE: 3/4 -1-0 <br />„_ <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 />(D'o <br />Z g <br />z�Z <br />Q <br />J <br />o_ <br />Q) cn <br />4--r w <br />� p <br />O LU <br />CLI <br />C/)ZD <br />o <br />o 0 <br />U <br />,M <br />w E <br />8 <br />W — 8 <br />c m cce) <br />W :O 0 <br />O O p <br />= <br />U <br />E"2 <br />C <br />� ov <br />Qa, <br />6Qa <br />0 <br />V,........ ; ti <br />AL ., <br />.. 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N1Y i'1 ` <br />0 <br />0 U <br />U <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 />1f <br />0 <br />Z r4 <br />O�� <br />��Mo <br />M <br />a �LL� <br />� d .M <br />Qv a0 <br />z <br />J � <br />W <br />d' <br />W <br />z G <br />�z8o <br />z <br />�g <br />8 ex <br />r-I <br />L <br />V <br />cu <br />$� <br />DC <br />W <br />OU <br />-gyp <br />_ <br />LU <br />U- O n <br />Z <br />�Qw3 <br />z��Q <br />J <br />uj <br />X <br />Q <br />W <br />Q <br />zko <br />ado <br />�< <br />~� <br />M <br />�t <br />Cal <br />��1.Ya//,.��// <br />Z <br />QZQ <br />LU <br />N <br />rn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: WAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />�� <br />