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1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 -1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 112" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOORJAMB (REFER P T <br />1 TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. 8 DO NOT DO THIS <br />` <br />2"x BOT. PLATE W/ (2)1Od @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />#5 REBAR (TYP,) <br />` ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />BOTTOM PLATE Wi 8d 4" <br />1 X 4 <br />„ <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 />TAPCONS <br />FURRING <br />#5 REBAR ` ' <br />AND NAILED W/ 8d COMMON °� <br />6" O.C. EDGES AND 12' O.C. FIELD <br />D <br />O.C., 2 ROWS STAGGERED <br />O. <br />J TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(TYR) <br />` 40* <br />1 BLOCK@ SPACING " <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO <br />2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH <br />3 <br />�� <br />DETAIL <br />STD. 90° HOOK (TYP.) <br />STD. 90" <br />2x BAND JOIST W/ FACE 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 />FACE NAILS 10d @TRUSS VERT. <br />WEB <br />16" x 3 -1/2" <br />APCON @ 16" <br />METAL SEAT PLATE <br />1X4 P.T. <br />NOTE: <br />C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />LAP SHEATHING TO <br />DOOR JAMB (REFER END W/ MIN <br />EDGE DISMT. <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />TQ SHT. SDW2-K1 CONN. DETAILS <br />' ` <br />D <br />BOTTOM OF BAND <br />4EACH <br />TO SHT. SDW2-K1 <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12" O.C. <br />1 X 4 <br />T — J <br />FURRING <br />2X8 P.T. WITH 3/16"Q X 3° <br />LONG TAPCONS <br />+2„ NOTC FB @FIRST COURSE <br />` <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />P.T. AS REQ'D <br />2X8 P.T. STAGGERED @ 16" O.C. <br />2X8 <br />' ` <br />L <br />JOIST & (4) 3/16"xi 3/4" WEDGE <br />BOLTS INTO K.O. BLOCK <br />2x DETAIL <br />2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />NOTCH WEB AT E <br />FIRST 2 COURSES <br />BUILDOUT LU)OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />LED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION 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 = 945 #FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />q-q <br />= 1890 #FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />1. j. 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 />1„ 1„ <br />USP RT16M Wi ($) 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 1' NAILS AND <br />8d NAILS AT 8" Q.C. AT BUCK <br />(4) X 14" WEDGE BOLTS [ (1) STRAP = 1225 <br />2 x 8 45" DIAGONAL <br />(4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />(2) STRAPS 2450#]) <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />° <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 Q.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 />OVERRAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR— x4 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 />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 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 <br />ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR 2'-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'Y2' WOOD <br />/ <br />ARCH DETAIL <br />J 4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE X 31/2" TAPCONS AT 16" <br />x0 (2) 10d NAILS @ 8" O.C. <br />�FRyyN TO TRUSS TOP CHORD <br />(3)1/4" <br />+ �F1�JG <br />I_�ll 5i_�tl <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ + <br />Th PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" Q.C. <br />+ + <br />+ +OdLf <br />+ + BLOCKING AS <br />e ... <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> e <br />1/4" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° ° �.• <br />#5 BAR <br />2'-08" 8" <br />TRUSS + + SOFFIT <br />►' ° 1.01,; `. ° P ° <br />CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />D <br />e° <br />IN TOP <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP r s <br />p ' e <br />' <br />o <br />KNOCKOUT / <� <br />EACH TRUSS <br />e <br />CHAIR BLOCK <br />8d NAILS @ 8" Q.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />s� <br />CONNECTOR <br />C <br />MONO FOOTING _ .a a e <br />° <br />VERT. BRACES WHEN. HGT. OF <br />----7 <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SIZE AND REINF. PER PLAN 1 <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BYJ <br />SEE LINTEL <br />SCHED. <br />AND SECTION DETAILS -I <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <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 />Z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />e ° STANDARD o <br />9 <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o 90 <br />#5 BAR IN <br />HOOK <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 />o s �� <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 />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C.sk <br />PER INSTALLATION DETAILS <br />B-B ARCH DETAIL K <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: 3f4' = V-0" SS <br />SCALE: 3/4" = V-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 />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 314"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 />PER ANCHOR <br />9 ga. PANEL ) <br />(1) #5 BARS CONT. OCCURS <br />TOP WITH MIN. 3" <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET" EPDXY MIN. <br />z EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6'-0" <br />5" EMBEDMENT & 3" MIN. <br />O <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 />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />"I NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />o v <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />w n-' A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />r <br />=�—T —'IT Eni � <br />' <br />1¢ 1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />* <br />g', o — —���I <br />—III = I I I- <br />f- g <br />v z #5X6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />° I -�TI-= <br />EXISTING FOOTING <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />6" MIN. LAP SPLICE W/ <br />REINFORCING PANELI�T�� <br />2-#5X6' IN CONC. <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT <br />' 7T—i I I —_I <br />— <br />N <br />DRILL 3/4 X6 MIN. HOLE <br />- <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6' MIN. LAP <br />GRADE u. p • 4 I—�izT� <br />` . \ <br />SET BAR IN EPDXY <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />c" ° :R <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />NOTE: <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />M z <br />r • u <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 />\ °"11(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 />. <br />" 16MIN. COVER EAWAY <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 />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 />o <br />C, <br />0 <br />V) (D <br />Q) cra <br />(D(10 <br />Lj <br />`V — <br />O U_j <br />(D- C il- <br />r <br />E <br />o <br />o r- <br />'f—� <br />C) <br />m ti <br />M <br />i.I.J <br />r E <br />— cg <br />d <br />Ct m M <br />N M m <br />O o 0 <br />-17 a) <br />=LL00 <br />�a) <br />MEN=i3 <br />Q((rn <br />coax <br />LO <br />rn <br />QAl 6 <br />81 <br />1 <br />N-C a D C <br />F/ <br />•T <br />lilt <br />N <br />N <br />``�`\\\I <br />ff�� ���� <br />V C <br />c) � <br />... <br />~ N SE <br />:'�N <br />lb26 <br />"a <br />.L�� O <br />w <br />ro <br />A -.zc <br />00 L <br />. "2 <br />00 e`e••...e•) <br />N <br />To the best of th ggineR `�ppC(1�d ��'jj,� at�ind <br />belief, the structuraande2tF7t�t46ns ed <br />within these s cti�plr�¢tl"RIzQ}a <br />Building Code Residentia �f ¢�(S $,{gi`heer's <br />- r s <br />-Res, <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />CD <br />Z N <br />O r-, <br />.N <br />> U.) rq <br />M <br />Q V j ru ul <br />a � .L <br />N ul <br />Z <br />Q LL <br />F- LL .-. <br />C)� ru � <br />V fl.00 <br />Q <br />Z <br />WUj <br />d' <br />J <br />oz <br />o <br />w <br />za <br />< <br />tuz <br />pwZ <br />`a d X J <br />ao0 <br />o�.-S <br />U w N <br />FoW© <br />zZo <br />U <br />Z <br />z <br />U <br />5 <br />V <br />z <br />0 <br />J <br />< <br />r O <br />1 <br />O <br />J � <br />Wa <br />cwjOm� <br />a Q <br />z uj <br />gO� <br />Z <br />W <br />N <br />Lf) <br />w a w <br />�dom <br />Lij <br />5" <br />¢ <br />Q <br />Z <br />S a <br />jz <br />,--i <br />d- <br />Ln <br />Z <br />Cy <br />Nz <br />� <br />000 <br />� <br />2 <br />< Z <br />2 <br />� <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION No' 2m0 <br />SHEET NO. <br />SS <br />