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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 />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-Ki <br />CONN. DETAILS <br />MAX <br />PROPER INSTALLATION <br />8„ <br />` DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS FOR <br />1 X 4 <br />1 X 4 <br />` #5 REBAR (TYP,) ' <br />3/4' PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM 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 3/16" Q X 3-1/2" LONG <br />FURRING <br />#5 REBAR ` <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON.INTO <br />TAPCONS TAPCONS STAGGERED <br />STAGGERED 16" <br />@ <br />2X8EM" <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 />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH <br />3 <br />�� <br />DETAIL <br />` ST <br />STD. 90^ <br />p. 90° HOOK (TYP.) <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 />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. 3/16" x 3 -1l2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />1�71NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAILS <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12" O.C. <br />IRE <br />1 X 4 <br />� <br />FURRINGIRV <br />_ <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 />T BAND <br />LONG TAPCONS <br />2x P.T. AS REQ'D <br />.. <br />STAGGERED @ 16 O.C. <br />2X8 <br />JOIST & (4) 3/R16"x1-3N4" WEDGE <br />BOLTS INTO K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 <br />/411 DETAIL <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />+5A <br />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />H <br />RETROFIT 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 = # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A -A <br />= 1890 90 #FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />,2'-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) 4" x 24" <br />BLOCK HEADER <br />TAPCONS <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 12' 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 />(2) 4" X 1 a' WEDGE BOLTS [ (1) STRAP = 1225 # , <br />(4)10d NAILS INTO <br />BRACES <br />() 2 x 8 BRACE/BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#]) <br />t_t <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 />OVERHAN4 a ; <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />2 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 />WALL OVERHANG DETAIL <br />NTS) <br />INTO ARCH BLKG. PER <br />A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 314" TO 1 1/2" <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <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 Z-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD <br />(2) 10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" <br />k 0� <br />FRygN TO TRUSS TOP CHORD <br />O.C. <br />+ �ENGT <br />1 �_��� 5�_��� <br />SCALE: N.T.S. <br />SS <br />12 <br />+ Al PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24QR <br />O.C. <br />+ + <br />+ + <br />+ BLOCKING AS <br />e <br />INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />n <br />„ EMBEDMENT INTO K.) <br />1/4 MAX 2-0 8 <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />° . '. ° a. ' <br />a a�' .; n <br />#5 BAR <br />+ <br />10 p ° <br />D' e . <br />CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />' AV 9 H s <br />IN TOP o <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP ► ®s <br />o e <br />o ' <br />KNOCKOUT / N <br />EACH TRUSS <br />_ ,' <br />— ° <br />e <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 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 />• <br />CONNECTOR <br />MONO FOOTING -� <br />•'. �' <br />x <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SEE LINTEL <br />a <br />SIZE AND REINF. PER PLAN � <br />AND SECTION DETAILS -! <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />• • <br />LEAVE A CUT OUT INtO.S.B.N T <br />MIN.OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL2 <br />x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT 6 <br />Z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° <br />STANDARD CD°�'• <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ' 90' <br />HOOK iv <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4Y2' 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 />. _ . ., v _ • ., <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 31/2" TAPCONS AT 16" <br />° <br />-' s• "•, s• ' ,,' s• ' , s• ",' �• Sk <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <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" = 1'-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: IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />EXCEED (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 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 />� <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 />20a. 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 ga. 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. a <br />z EXISTING BOND BEAM <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />COVER 6�_p� <br />5" EMBEDMENT & 3" MIN. <br />o <br />W <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />( EVERY OTHER <br />F.F. <br />EDGE DISTANCE <br />¢ FILL CELL FULL HEIGHT W/ <br />U <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />�- v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />I <br />° <br />o <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, u o <br />v a <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />— <br />I II <br />_�� _ <br />° I III i <br />< a 1 <br />* PRESS PANEL REINFORCING INTO PLACE. <br />$' = <br />v 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 />� <br />EXISTING FOOTING <br />� <br />2-#5X6' IN CONC. <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />_ <br />° ° r <br />U) <br />N 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 />6"MIN. LAP <br />GRADE �. p u I'�' <br />SET BAR IN EPDXY <br />g <br />G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <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 />r o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° ° <br />a <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 OINTS BEFORE OKS RTAR FINAL SET. (REMOVE <br />WEDGES FROM^LOW R CO ROSES OF SOLID BLOCNCAVE, <br />AND PO NT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION <br />R160 <br />16TAKES <br />" MIN. COVER EA. WAY <br />A S ECTI O N <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 />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 />(DLO <br />Z m <br />o <br />_ <br />z° <br />z <br />aC <br />O <br />J <br />a <br />z <br />O <br />cn <br />a-J w <br />n <br />•U — <br />12 <br />w <br />c <br />�(Ji � <br />o <br />o 0 <br />V <br />w <br />F— <br />— 8 <br />N co <br />co <br />C� f0 Cl) <br />t` '2 M <br />0 :5 <br />p <br />V- 00 <br />o <br />r0 <br />C <br />Q to <br />05 O <br />(n Q O <br />A I <br />B D® <br />�NCBDC <br />N0��\�1ticc <br />co <br />��' <br />`�y� 3 / <br />z <br />N 11'V <br />4 <br />0 <br />YI " p N \ <br />Z <br />ds] <br />°r� a a.�,.• O,E <br />SS,6to0 <br />To the be of the Engineer ���' nformation, 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 />0 <br />ON <br />Z <br />O a) N <br />Ln <br />CO <br />(n M <br />M <br />Q U-) 'O Ln <br />Q O Ln <br />Ln <br />Q LL. <br />H Qro <br />rv" V <br />z <br />la 00 <br />4::, § <br />E <br />Z <br />WJ C:) <br />d' <br />J <br />Oz <br />�o <br />W� <br />z Qa <br />a� <br />f� <br />wz ro <br />UZOp <br />ZLUwo: <br />1 O 2:iuz <br />a <br />VO4 <br />F ( <br />N <br />= <br />of <br />zZ <br />rz <br />C <br />' ') <br />0 <br />a <br />U <br />= <br />N <br />U) <br />J <br />¢ <br />� f <br />LLj <br />o <br /><°o <br />', <br />0 <br />J _ <br />W <br />� <br />86H <br />UUa'ma <br />w�OQOQ <br />za <br />Q <br />Z <br />� <br />T„1 <br />LL0=,wU <br />a� <br />Uj <br />J <br />Lf) <br />r-I <br />L1.1 <br />2: <br />Q <br />a 0 <br />N a z o <br />W a 8 <br />LP) <br />Z <br />z <br />lD <br />Z <br />= <br />a z <br />v, Z <br />m <br />^ <br />g <br />az <br />z <br />,-1 <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 2mO <br />SHEET NO. <br />SS <br />