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1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X I 1/2"DRYWALL DOOR JAMB (REFER <br />1 X 4 1/- DRYWALL <br />INSTALLTION <br />" � <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1ACCEPTABLE <br />FOR CONN. DETAILS <br />PROPER INSTALLATION MAX.MAx. 8 � DO NOT DO THIS � <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />FOR CONN. DETAILS <br />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 />3-1/4" LONG X 3/16"0 FURRING <br />3/16" 0 X 3" LONG FURRING 3/16"O X 3-1/2" LONG <br />TAPCONS <br />FURRING <br />#5 REBAR ` ' <br />(TYP,) <br />AND NAILED W/ 8d COMMON @ <br />6" 0. . EDGES AND 12" O.C. FIELD <br />D. BOTTOM PLATE W/ 8d D 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />STAGGERED @ 16" TAPCONS STAGGERED <br />2X8 <br />` ' <br />BLOCK@ SPACING <br />1 DETAIL <br />O.C. 2-ROWS INTO 1X8 P.T. STAGGERED 16" O.C. <br />2-ROWS INTO <br />1X8 <br />2x BAND JOIST w/ FACE NAIL <br />PER MANUFACTURE <br />MASONRY THROUGH C� MASONRY THROUGH <br />1-1/2" DETAIL 3 <br />C� <br />DETAIL <br />D. 90 HOOK (TYP.) <br />STD. 90^ <br />10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. <br />1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 1od @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />„ <br />O.C. & 4 FROM <br />O.C. <br />1X4 P.T.—3/16 x 3 -1/2 DOOR JAMB (REFER <br />1/2 DRYWALL <br />1 X 4OIL <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />2" EDGE DIST. <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />TO SHT. SDW2-K1 CONN. DETAILS <br />� <br />BOTTOM OF BAND <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 />— J <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />' +2„ NOTC @FIRST COURSE <br />- <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />LONG TAPCONS <br />2X8 P.T. <br />X <br />` <br />2MTAq ..Q'D <br />STAGGERED @ 16" O.C. <br />` <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />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 />BOLTS INTO K.O. <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />_E <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. 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 />1/4 <br />W/ 1/4" x 31/4" TAPCON ( 1 " MIN. <br />A-A <br />= 1890 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />Z:7 <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />SOLID w/GRouT <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) T" x 2�' <br />. <br />BLOCK HEADER <br />TAPCONS <br />° <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) J" X 1 J" WEDGE BOLTS [ (1) STRAP = 1225 # <br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO <br />LEAVE A CUT OUT 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 />.a <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 />OR <br />CONTACT ENGINEER I RECORD FOR <br />FURTHER INSTRUCTIONS. ;" •• <br />SCRIBE NOTCH <br />( ) <br />FACE OF ARCH W/ (3)10d NAILS <br />OVERHAN •y •:. •: <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />, <br />•... ° . <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />N.T.S. <br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHO\_2 <br />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 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 />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 />. <br />4' MAXRAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />NAILS @ 8" O.C. <br />xOV <br />FRygN <br />ARCH DETAIL <br />i <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />TO TR10dUSS <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ �F�OTy PLYWOOD SHEATHING <br />11_ Or� 51_ O rr <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />AlLfINISHFLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ ING A <br />' .• .... <br />' <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUKRED <br />>, ° ' • . ' •: '•� <br />„ EMBEDMENT INTO ) <br />/4 MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS <br />.p <br />° .. • p: <br />#5 BAR <br />2,-0" 8" <br />+ + SOFFIT <br />y . ►• 1.0 : p D ° <br />p ° <br />CENTERED W/ <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />. <br />H p <br />IN TOP <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP • <br />p <br />b <br />1 X 4 FURRING <br />EACH TRUSS <br />_ p S. <br />KNOCKOUT / iv <br />° <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. ND <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />CONNECTOR ► <br />MONO FOOTING .4. <br />PROVIDE 2 x 8 DIAG. BRACE B <br />(3) <br />SIZE AND REINF. PER PLAN � <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />• <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 />N FILL p p <br />2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION <br />() <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT a <br />z <br />TO BE INSTALLED <br />00, <br />UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° <br />° STANDARD CDBUILT <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />p 9Y <br />#5 BAR IN <br />HOOK iv <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL, <br />�� ��� <br />8d NAILS 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 />: • . . .:. �� <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" <br />L` <br />INSTALL WDW, SCREWSk <br />THRU OSB INTO 2 x 8 <br />O.C. <br />'" `" �� '' �� `�'� ` `� ` <br />ANCHOR INTO ARCH BLKG, <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS _ ARCH DETAIL K <br />B B <br />SECTION ENTRY L <br />@ <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" =1'-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 />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <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 />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 />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 />9 a. 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 />>_ <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 />�O v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°. <br />� <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />w a <br />REINFORCING AS FOLLOWS: <br />!� a 1 <br />' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />p e <br />P' <br />g <br />PRESS PANEL REINFORCING INTO PLACE. <br />N. LAP SPLICE W/ <br />� p p <br />5X6' EMBEDDED INTO <br />U z <br />EXISTING FOOTING <br />2-# CO NC <br />5X6D' IN <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING <br />INFORCING PANEL <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />N <br />DRILL 3/4"X6" MIN. HOLE <br />- <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT <br />GRADE p. p <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p ° <br />g <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />C14 A.p <br />" <br />\ <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />_ z_ <br />\ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />r • p <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 />\ p (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. 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 />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 />Z co <br />— o <br />Z CO <br />Z <br />Q <br />z <br />Vn Z <br />LU <br />a--+ w <br />p <br />Ow <br />C <br />= <br />~ <br />o <br />o0 <br />�V) r— <br />U <br />CO � <br />a� <br />w <br />—8 <br />C (a M <br />oN <br />O00 <br />m <br />0 cc <br />�Y <br />a0) <br />u7 0, <br />Qo <br />A <br />' <br />N C B D C <br />' <br />r• <br />jjE <br />cerC-4 <br />N <br />.- <br />W <br />P <br />S5� <br />W `�'i�lilltl�ttto� <br />� o <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 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 />z NO <br />0 � N <br />>>�(!)MO <br />M <br />j (0 10 In <br />v O In <br />In <br />Q C LL <br />0 ao <br />¢ 00 <br />z <br />J � <br />W <br />Z <br />Zd <br />� <br />�ggggqg; <br />� 4 U 0, <br />ZWWz <br />�SZ$ <br />(W9W <br />J <br />o�EB <br />"gLL1a <br />N <br />GC <br />� <br />w3 <br />LU <br />LU <br />U <br />_ <br />U) <br />Q25� <br />a <br />�oWW <br />z <br />J <br />LnLU <br />lJJ <br />2: <br /><t <br />Q <br />zLLI <br />Lea <br />Wg <br />I� <br />ch <br />Z <br />Z <br />t <br />m <br />o <br />^ <br />g <br />LU <br />N <br />a <br />� <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: WAMES <br />VERSION NO. 10 <br />SHEET NO. <br />SS <br />