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_L — I I —_ II � III ' I I ' t , I ' t I 1. I [I I _ <br />DOORJAMB REFER 1X4 1/2" DRYWALL <br />( <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 />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />! <br />PROPER INSTALLATION MAX. 8" DO NOT DO THIS <br />` <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />1 X 4 <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 />2X BOTTOM PLATE W/ 8d 4" <br />3-1/4" LONG X 3/16" 0 j FURRING <br />3/16" 0 X 3" LONG FURRING 3/16"0 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 <br />STAGGERED @ 16" TAPCONS STAGGERED <br />2X8 <br />(TYP,) <br />` <br />BLOCK@ SPACING 1� <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO <br />2-ROWS INTO <br />1X8 <br />0100 <br />- <br />"_ <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 <br />DETAIL MASONRY THROUGH 311 <br />DETAIL <br />STD. <br />STD. 90^ ` t�;�I <br />90° HOOK (TYP.) <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 />"1/2" <br />@ 16" <br />1X4 P.T. <br />METAL SEAT PLATE <br />FROM <br />3/16" x 3 -112' DOOR JAMB (REFER <br />1 X 4 1/2' DRYWALL <br />' <br />NOTE: <br />DOOR JAMB REFER D W/ MIN <br />( <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />L/o/ <br />i <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />D <br />LDGE <br />TO SHT. SDW2-K1 IST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />FOR CONN. DETAILS <br />J IST TYPICAL <br />FOR CONN. DETAILS <br />,� <br />10d @ 12 O.C.� <br />1 X 4 <br />FURRIN <br />2X8 P.T. WITH 3/16"(d X 3° <br />LONG TAPCONS <br />+211 <br />-_ <br />NOTC � FIRST COURSE <br />„ <br />USP HGAM10 @ 12 O.C. w/4-SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />2X8 P.T. <br />2X8 <br />..REQ'D <br />STAGGERED @ 16" O.C. <br />' <br />` <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />BOLTS INTO K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />t5^ <br />—NOTCH WEB AT THE <br />FIRST 2 COURSES <br />_ <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGSrcC <br />FILLED CELL PER <br />FOUNDATION PLAN FILLED CELL INSTALLATIONKHSCALE: <br />FOR MISSING <br />EMBEDDED STRAP <br />N.T.S. <br />SSRETROFIT <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />amill SECTION <br />A -A <br />UPLIFT CAPACITY = # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />= 1890 90 #FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />SOLID WIGROUT <br />„ <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 2j" <br />BLOCK HEADER <br />TAPCONS <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 1j" NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />(4) " X 1 "WEDGE BOLTS ((1) STRAP = 1225 # <br />° <br />2 x 8 45' DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />, <br />(2) STRAPS 2450#]) <br />, <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 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.t14 <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS(4)10d <br />BACKSIDE TO FIT ARCH NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAILOVERRAN <br />CONNECT W/ 8d NAILS BRACE/BLKG.2 <br />N.T.S. <br />x 4 SOLID BLKG. FULL WIDTH OF WALL) BTWN. OSB <br />PROVIDE TAPCON WITHIN <br />INSTALL WDW. SCREW ANCHORT (INTO <br />a <br />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 />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 314" 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 Z-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 REO'D. <br />ARCH <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />/ <br />x OV (2) 10d NAILS @ 8" O.C. <br />FRygN TO TRUSS TOP CHORD <br />DETAIL <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 />+ �FNG <br />+ TN PLYWOOD SHEATHING <br />1_ ll 1_ it <br />5 <br />— <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 />° <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> '� <br />EMBEDMENT INTO K. ) <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />' <br />/4„ MAX <br />2-0 8 <br />TRUSS + SOFFIT <br />+ <br />°' , D <br />o :° I�CENTERED <br />#5BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />+ <br />D ��„ ° <br />Is <br />W/ <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP ► . • <br />o • . ° '� H <br />IN TOP o <br />EACH TRUSS <br />s d . <br />KNOCKOUT /7 iv <br />77 <br />- ; ° <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />CONNECTOR '- <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />_ o. \ <br />y <br />MONO FOOTING — ' •• ; ' °" <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />JSEE <br />LINTEL <br />SIZE AND REINF. PER PLAN <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <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 />s <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT000, <br />CLEAN FILL <br />DIRT b <br />z <br />TO BE INSTALLED <br />4'-0" MAX SEE PLAN <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL <br />" STANDARD ` <br />A.. 9 <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 N <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD <br />FOR OVER HANG <br />--- <br />FILLED CELL • - • • - •, - •, , • - • , <br />8d NAILS <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 />, . • % •, It , . •, <br />- - <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL <br />EQUAL <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />•'•' �•'•' '•'•'' '•'• '•'•'Sk <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />B-g <br />MONO TO STEMWALL FOOTING <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. 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: <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 'IS" OR 'IN". 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 />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 />"SQUEEZED" <br />'A <br />W.W.M. AT PERIMETER <br />STUDS & (1) - 5/8" DIA. ALL <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <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. <br />OCCURS <br />TOP WITH MIN. 3' <br />THREAD ROD EPDXIED W/ <br />SIMPSON 'SET EPDXY MIN. a <br />" <br />} <br />Z <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER g _0 <br />5" EMBEDMENT & 3" MIN. <br />0 <br />U) <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 />u- ''� <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />A <br />0 2) <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o n o <br />w a <br />A <br />REINFORCING AS FOLLOWS: <br />— <br />U U) <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />kp e = m1TT111 _r <br />J�,� <br />* PRESS PANEL REINFORCING INTO PLACE. <br />= <br />U 2 <br />#5X6' EMBEDDED INTO <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 />° <br />cQn <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />A P <br />N <br />DRILL 3/4"X6" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o. P <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p . o <br />N; <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />c.1 <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 />C14 g o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <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 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 <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION 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 MAY BE INSTALLED IN ANY OPENING. <br />SCALE: 3/4" =1'-0" <br />SCALE: 3l4" =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 />AM <br />zMVa <br />—o <br />z�z <br />z <br />Ln UI <br />� w <br />C>3 0 <br />O LU <br />E <br />W <br />OJ M <br />CM') <br />0. 0 <br />_ <br />U <br />t`- i <br />QCh <br />B D. <br />v` <br />D <br />O <br />U _Pk <br />IX <br />Ila <br />CICl- <br />�. <br />Uj <br />' <br />Z <br />C <br />�0:4 <br />LL <br />LU �• N <br />�i F,J� <br />< <br />'T'• <br />To the best of the EngineeKs w e , i t o�ar{�ji <br />belief, the structural plans an j���sa,tions con <br />within these drawings comply wi h 401T, 0 <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z r-4 <br />0 (L) <br />� U, O <br />M <br />a n L� <br />C LLLn <br />V Q <br />Q <br />Z <br />W <br />J� <br />J <br />�Z <br />w� <br />za <br /><W& <br />0 C) Ce <br />t Z z2 Q <br />c� �L! W <br />RZ <br />0 <br />z <br />Z <br />z <br />v <br />"0 <br />N <br />o <br />U <br />(n <br />U) <br />J <br />Q <br />w <br />o <br />boo <br />I <br />C <br />O <br />LLJ <br />< 8 <br />O J <br />gQo <br />Q <br />N <br />$�� <br />Z <br />LU <br />N <br />M <br />0 <br />ri <br />LU <br />Z <br />LU <br />Z <br />Q � <br />WZW V <br />Q Q <br />~z <br />��Z <br />M <br />In <br />Z <br />W <br />m <br />O^ <br />�a <br />� <br />0- <br />(n <br />E <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />SS <br />