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1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB REFER <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />SHT. SDW2-K1FOR <br />TO SHT. SDW2-Ki TO SHT. SDW2-K1 <br />MAX <br />PROPER INSTALLATION <br />8„ <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" o.C.TO <br />t1114. <br />FOR CONN. DETAILS <br />CONN. DETAILS FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1 X 4 <br />3/16" 0 X 3" LONG FURRING 3/16" 0 X 3-1/2" LONG <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />3-1/4" LONG X 3/16" 0 FURRING <br />TAPCONS <br />(TYP,) <br />6" O.C. EDGES AND 12" O.C. FIELD <br />- <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED IN 16 " <br />2X8 <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 1-1 /2" DETAIL MASONRY THROUGH �� <br />3 DETAIL <br />STD. 90^ <br />D. 90°HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />@TOP & JOIST <br />TTM 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 />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />A-1 <br />METAL SEAT PLATE <br />�� <br />O.C. & 4 FROM <br />1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER <br />1 X 4 1/2 DRYWALL <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN. <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />BOTTOM OF <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />AAND <br />OIST TYPIC <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS M10d @ 12" O.C. <br />1 X 4 <br />FURRING <br />100 <br />2X8 P.T. WITH 3/16" 0 X 3" <br />+2„ <br />NOTC @ FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />LONG TAPCONS <br />- <br />1/4x1 1/2" SCREWS INTO BAND <br />2x P.T. AS REQ'D <br />2X8 P.T. STAGGERED @ 16" O.C. <br />2X8 <br />JOIST & (4) 3/16"xl-3/4" WEDGE <br />2x DETAIL <br />21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" <br />DETAIL <br />NOTCH WEB AT THE <br />BOLTS INTO K.O. BLOCK <br />+5^ <br />FIRST 2 COURSES <br />BUILDOUT aC� OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />rHSCALE: <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />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 31/4" TAPCON (1 1/4" MIN. <br />A -A <br />= 1890 # FOR 2 STRAPS <br />FILL 1st4COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />e SOLID W/GROUT <br />tr Z-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />= USP RT16M W/ (8) NA11 NAILS & (6)" x 24" <br />; <br />BLOCK HEADER <br />; ;. ... <br />TAPCONS <br />1/2 DRYWALL <br />. ti' (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />> <br />10d NAILS x 11" 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 />y °• 2 <br />`= (4) 4" X 1 4" WEDGE BOLTS [ (1) STRAP =1225 # , <br />(4) 10d NAILS INTO <br />BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#]) <br />2 x 8 BRACE/ BLKG. <br />7/16 OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 1 1/2" d <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 />' <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />\_2 <br />.. . <br />. <br />N.T.S. <br />.• a� :..:. <br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR ­'ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />NTS <br />INTO ARCH BLKG. PER <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <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 <br />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 OVFR TO TRUSS TOP CHORD <br />yqN <br />ARCH DETAIL i <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ �FN <br />+ C'TH PLYWOOD SHEATHING <br />11 <br />- 5 - <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 <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 />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />1/4„ MAX <br />2'-0" 8 <br />TRUSS + SOFFIT <br />iD n a. o p <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />1.011 <br />Is ° ° <br />9t7 <br />CENTERED W/ <br />- <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP . ®s <br />o • . ° yb — <br />IN TOP o <br />KNOCKOUT / N <br />EACH TRUSS <br />o a . <br />- ; ° <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) 10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />CONNECTOR <br />•a °. <br />MONO FOOTINGSIZE <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SEE LINTEL <br />AND REINF. PER PLAN ° <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° • ° ° <br />CLEAN FILLS) <br />2 x 8 VERT. BRACE <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />tENTER SO IT <br />.> <br />DIRT <br />Z <br />TO BE INSTALLED <br />00, <br />4'-0" MAX SEE PLAN <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL <br />°: ° STANDARD c <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o <br />#5 BAR IN 90' <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL ' `- <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 />It _ . ,� . , . ,, 't . ,, <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />_, <br />►: <br />•.- • �.- •.- <br />THRU OSB INTO 2 x 8 <br />O.C. <br />.- .• ,• r .• ,• .• <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-g <br />ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <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 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 />W/ (18) - 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 />8" <br />STUDS <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 />PER ANCHOR <br />9 ga. PANEL ) <br />(1) #5 BARS CONT. OCCURS <br />THREAD ROD EPDXIED W/ <br />"SET" <br />z <br />zo <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 />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER g _0'� F F <br />5" EMBEDMENT & 3" MIN. <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) <br />EDGE DISTANCE <br />g <br />LU <br />NON <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />EXPANSION STRIP <br />U_ <br />SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />°. <br />u o " o <br />LU a <br />A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />- <br />J=�_I=I�-1=� I=1 1= <br />Q <br />U_ <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />F_ <br />* PRESS PANEL REINFORCING INTO PLACE. <br />(=) I =III L I <br />�.�. � <br />0 z <br />5X6' EMBEDDED INTO <br />6D <br />MIN. LAP SPLICE W/ <br />.�. <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 />I-III—J— <br />a <br />04 <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />.;: - ;.:'` <br />`V" <br />n , .° III=I I =I <br />=ll=l I <br />DRILL 3/4 X6' MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />`V ° <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />``' 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 />N g o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <br />;4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />o <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. 00,COVER EA. WAY <br />A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />7EXISTING <br />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 />rDF 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 />SS 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 />(D <br />ID z_o <br />Z <br />Z <br />Q <br />o <br />J <br />a. <br />z <br />Q) v� <br />.}� w <br />M <br />•u — <br />w <br />O tti <br />~ <br />N <br />:D <br />�Vi <br />o0 <br />U <br />w <br />�M <br />Cc N Cl) <br />—8 <br />0 ONO <br />tw00 <br />U(D <br />Sao <br />Y <br />Q om, <br />Q •S <br />< 6 <br />BD®�J- <br />NCBDC <br />CO N � <br />M <br />N � � <br />fn c0 <br />V � � <br />LI m ; <br />�.wul� �E <br />IV <br />~Nog" <br />q w .. <br />Q� LLI <br />>� <br />�QLL °LL <br />W ,N <br />CD 711 <br />;_ <br />W O <br />QM <br />u7 V •. r V <br />Cc'% �z FL ^(f <br />•• <br />V <br />To the best of the Engine ef- kno I�de,_Iit i i 3n,% iptib <br />belief, the structural plans Kd�,§ g ' ications co�I ee�;,� <br />wr°t��t0 <br />within these drawings comply , 1 g <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 />O <br />Z N <br />O <br />i>O <br />M <br />a�M'� <br />Ln <br />a �' ILL <br />CL <br /><_7 Z <br />F- . <br />< V CL00 <br />Q <br />E <br />§ fu <br />Z <br />W <br />J � <br />d- <br />oZ <br />W O <br />LLLL <br />w Z I— v) 0. <br />vi-��in0 <br />rZ>-zQU <br />z Q UU a s <br />Q <br />=�zZ;Z <br />�goW <br />o�S�oo <br />8 <br />N <br />2�;zQ <br />O <br />LU z <br />�� <br />r-I <br />Ln <br />N <br />N <br />Ll) <br />� i <br />J <br />B oa <br />waH� <br />0oo <br />wO� <br />zoz08o <br />-0 <br />Z <br />Z <br />zO,-w Ozz <br />w w n= O <br />j <br />W <br />oFa� <br />J <br />`� <br />8 g'ul <br />8a <br />Ly -Z!� <br />T'I <br />�Qoo <br />N <br />i� <br />`�aoLLZ <br />z< <br />V <br />O <br />o <br />N <br />Q� <br />z <br />. <br />LU <br />0 <br />Z <br />H <br />a <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />106 <br />JOB NO: 16-6653 <br />SHEET NO. <br />SS <br />