Laserfiche WebLink
S24 I INDEX <br />S2.2 TYPICAL WALL SECTION <br />S2-3 TYPICAL SECTION THRU BUTT GLASS - FRAME WALL <br />S2.4 HEADER DETAM <br />S2-5 TYPICAL 8" x 8" CMU LANAI COLUMN DETAIL <br />S2.6 KNEEWALL ABOVE MASONRY WALL DETAIL <br />DO DwwALL ABovE MASONRY WALL DETAIL <br />82-7 TYPICAL WALL SECTION THRU WINDOW <br />S2-8 TYPICAL SHEARWALL WINDOW DETAIL <br />S2-9 TYPICAL LOAD BEARING INTERIOR WALL <br />S2-10 TYPICAL NON -LOAD BEARING INTERIOR WALL <br />S2-11 EXTERIOR WALL CONNECTION @ NON -LOAD BEARD <br />S2-12 TYPICAL SECTION THRU BUTT GLASS - MASONRY WA <br />S2-13 TYPICAL FRAME WALL SECTION <br />S2.14 TYPICAL LINTEL ASSEMBLY <br />S2-15 TYPICAL 6" x 6" LANAI POST DETAIL <br />S2-16 ROUND STEEL PIPE COLUMN DETAIL <br />Z17 WWWBUCKWAIL _ <br />82-18 CAST -METE PRECAST LINTEL SAFE LOAD TABLE <br />S2-19 FRAME WALL TO CONCRETE WALL CONNECTION <br />S2 20 LANAI POST TO BEAM CONNECTION <br />S2 21 TOP PLATE SPLICE DETAIL <br />8222 BOND BEAM STEP <br />s2 xi TYPICAL HORIZONTAL SECTION THRU WINDOW <br />S244 GARAGE DOOR TRACK MOUNTING DETAIL <br />52-25 TYP. 3 STUD CORNER DETAIL <br />INDEXCONPN0ATS3.1 <br />CURTAIN NAILER 1X6 PT (a) <br />WINDOWS - EXTEND 20" PAST, <br />WII41DOWS <br />wrnmaw wTTl¢ <br />CAULK <br />ALSO SEE DETAIL 2-S2. <br />PRE, -ENGINEERED WOOD TRUSSES <br />@ 24" OC W/ METAL STRAP UNDER <br />EACH TRUSS <br />1 <br />8"x8" "U" BLOCK W/ (1) #5 CONT <br />12 R-38 BLOWN INSULATION W/ BAFFLES <br />(Typ) / HURRICANE ANCHOR ® EACH <br />/ <br />VARIES TRUSS (SEE UPLIFT SCHEDULE, SEPERATE SHEET) W/ METAL <br />/ ZUTSSEEMMEER,�EApCgHTRUSS <br />gppg � <br />DsrIAlOR1;BFBfi .SHINGLES <br />1ALCOi <br />RWFING <br />/ PER <br />MANUFACTURERS PRODUCTAPPROVAL. <br />- I/2" 3-PLY PLYWOOD SHEATHING OR 5/8" OSB <br />4 1 lc NAILED AND W/ ALUM H-CLIPS <br />�I i1 VARIES <br />_M <br />CONT. <br />CILING: 5/8" DRYWAZ <br />OR 12" CEILING BOARD <br />METAL DRIP EDGE <br />\ <br />lx4 PT NAILER <br />PRE-ENGINEERED WOOD TRUSSES <br />5/4 X 4 PRIMIM rt DRIP <br />5/4 X 8 OR 5/4 X 10 PRIME•1'RIM FASCIA <br />Q 24" OC W/ METAL STRAP UNDER <br />OR 77C8 WOOD FASCIA W/2X6 SUBFASCIA <br />EACH TRUSS <br />STD. 90- HOOK <br />ALUM O M SOFFIT W/ CONT VENT <br />(SEE DETAIL) <br />12" DRYWALL <br />"x16" "U" BLOCK W/ (1) #5 CONT. & FILLED <br />W/ 25W PSI CONCRETE <br />VARIES <br />1X2 FUR STRIPS Q 16" OC <br />Cry <br />OVER INSULATED WALLBOARD- <br />M PT FUR STRIPS @ 16. OC <br />8" C.M.U. TYPICAL <br />W/CELLULOSESPRAYINSULATION <br />OR SIMILAR R-6 <br />TYPE "S" MORTAR <br />17A1t BABB <br />EXTERIOR FINISH <br />41) 09 YI' T, p1 P;" 9 <br />(SEE FOUNDATION PLAN & NOTES) <br />3 1/4" WDBASE <br />4"x4" INSPECTION PORT AT <br />SHOE ®VINYL AREAS <br />4" THK CONC SLAB W/ 6X6 <br />WIA X W1.4 WWF <br />EACH FILL CELL TYPICAL <br />STD, 90' HOOK BEYOND <br />(EBB DETAIL) <br />OR FIBERMESH. <br />ELEV a-0" TOP OF SLAB <br />6ME.VAPOR/ 45 BAR <br />CUNT. SOILMIINIMUMBFARIN <br />BARRIER TYP. <br />CLEAN, POISIONED AND COMPACTED BOTTOM OF FOOTING MIN. 2" <br />IL (COMPACTED TO 95% MODIFIED BELOW FINISERIM OR A <br />PROCTOR PER ASTM D1557) <br />• <br />9X8X16 CMU - <br />FILL CELLS W/ C'ONCRE'IB WHEN <br />`\, <br />WALL SECTION(22 <br />. <br />STEMWALt HEIGHT EXCEEDS 24• <br />8"Xl6" FOOTING W/ (2) <br />PRECAST LINTEL W/ (1) #5 CONT. - FOR OPENINGS <br />GREATER THAN "". SEE PLANS FOR ADDITIONAL <br />IRED REINFORCEMENT <br />FRAMED WINDOW W/ SCREEN <br />/DNDOW SCHEDULE AND <br />1TIONS FOR DESIGNATIONS) <br />PRECAST CONC BILL <br />C.M.U. TYPICAL <br />a-0" TOP OF SLAB <br />TYP. WALL SECTION <br />THRU WINDOW 7 <br />HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT <br />S(HEDUI E, SBPERATE SHEET FOR DETAILS) <br />SIMPSON SP2 CONNECTOR <br />SAME SIDE AS TRUSS STRAP. <br />DOUBLE TOP PLATES <br />12" DRYWALL 12" O.S.B. SIDING SHEATHING <br />/8d COMMON @ 4- OC EDGES <br />8d COMMOM Qa 12" OC FIELD <br />C' <br />EXTERIOR FINISH: THREE -COAT WORK <br />7/8" STUCCO W/ METAL PLASTER BASE <br />(2) ROWS 2X BLOCKING (a) 3rd POINTS OVER 8' HT. <br />(1) ROW Q MIDPOINT TO 8'-0" MAX. HT. <br />1/2" die. ANCHOR BOLTS ® 48. OC <br />2X4 STUDS @ 16" OC <br />TYPICAL W/ 2� X 3/16" PLATE <br />WASHER (MEN. 6 EMBEDMENT) <br />R 19 INSULATION 0AINDIdUM) <br />OR EQUAL. <br />2X4" PT PLATE <br />SIMPSON SP1130MM OF EACH STUD <br />(1) #5 BAR <br />CONT, <br />j <br />IN HEADER <br />BLOCK <br />ELEV a-0^ TOP OF SLAB <br />N � <br />8"X16"FOOTINGW/ <br />• • <br />TYP. FRAMr" <br />(2) #5 RODS <br />WALL SECTION 13 <br />RUBLE 2X4 PT STUD <br />8" CMU <br />1/2"x6" J-BOLT �a}24" O.C. #5 VERTICAL IN FILLED CELL <br />OR EQUAL. <br />2X4 STUDS @ 16" OC <br />(UN.O.) <br />LOAD BEARING 04L <br />E MMIOI(WALL <br />2X4 PT PLATE <br />FRAME WALL TO CONCRETE WALL CONNECTION <br />SEE DETAIL S2-2 <br />"U" BLOCK W/ (1) O CANT. <br />13CAST LINTEL W/ (2) #5 CONT <br />UM FRAMED WINDOW W/ SCREEN <br />M WINDOW SCEIMULE AND <br />EVATIONS FOR DESIGNATIONS) <br />X8" "1J BLOCK FILLED <br />(2) #5 CONT. AND STD <br />D' HOOK INTO ADJACENT <br />ERTICAL FILLED CELLS <br />UR-O-WALL RIM -IF <br />✓ERYOTHERCOURSE <br />TYP. SHEARWALL <br />WINDOW DETAIL g <br />NOTCH LINTEL WHERE REQUIRED <br />NOTES <br />1. FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />2. VERIFY THAT ALL REIIQFORCEMEI- ' HAS BEEN PLACED PROPERLY. <br />3. SEE LINTEL SCHEDULE ON FLOOR PLAN FOR ADDITIONAL INFORMATION NOT SHOWN. <br />TYPICAL LINTEL ASSEMBLY 14 <br />n vrvun♦�r <br />SIIIIPSON ST. <br />WITH <br />(9 TO POST AND 9 T <br />LANAI POST TO BEAM CONNECTION 20 <br />NOT TO SCALE <br />FIx® GLA <br />MANUFACIM <br />2X6 CRIPPLES <br />12" ANCHOR BOLTS @ 24" OC TYP. <br />W/ 2" X 3/16" PLATE WASHER (MIN <br />6" EMBEDMENT) OR EQUAL <br />2X6 PT BOTTOM PLATE <br />87X16" FOOTING W/ <br />(2) #5 RODS <br />PPSONA � E (SEE UPLIFT SCEFI DUTA <br />TRUSS ABOVE <br />RATES NOT SNUG TO TRUSS <br />)OUBLE TOP PLATE <br />3) PLY 117/8" GANG -LAM <br />/2" PLYWOOD SHEATHING <br />Id COMMON @ 4" OC EDGES <br />9 COMMON ® 12" OC FIELD <br />70UBLE 2X6 STUDS <br />NOTE ANCHOR PRAMB TO BLOCK, W/ <br />ER. CA -I 1 R1A" OF! *-NW <br />C3) 2X12 & PLYWOOD SILT. <br />(SIINPSON L890 ® EACH SIDE OF <br />MITRE) <br />SIM[PSON SP1 BOTTOM OF EACH STUD <br />TYP. SECTION <br />• THRU BUTT GLASS 3 <br />FRAMEWALL • REQUIRED AT LOAD BEARING WALL <br />(2) ROWS 16d NAILS <br />STAGGERED ®16" OC <br />EACH FACE OR (3) ROWS <br />16dNAIIS STAGCARM ® ' <br />16" OC FOR 2X10 OR <br />GREATERHEADFR <br />16IINAILS ®16"TYI OC <br />SEE SEPERATB SHEET <br />FOR UPLIFT CONNECTIONS <br />X): 1, 11 <br />DOUBLE TOP PLATE J <br />SIMPSON SP2 CONNECTOR <br />SB41WN SPl @ BOT. EA. STUD <br />2"x P.T. PLATE <br />INSULATION <br />CEU.RNO: 5/8" DRYWALL OR <br />IL Vr CEING BOARD <br />2" 1DRYWALL TYP. <br />2"x4" STUDS (MIN) ®16" O/COCK (2) ROWS 2X BLING (a)3:dPOINTS OVER 8- HT. <br />/ (1) ROW @ MIDPOINT TO r-v MAX. HT. <br />1/2" DIA ANCHOR BOLT (& 24" O/C <br />-W/ 2" DIA x 3/16" PLATE WASHER TYPICAL <br />(MEN. 6" EMBEDMENT) OR EQUAL. <br />/- W WF <br />0 <br />I <br />(2) #5 RODS <br />4L-4dl.__ <br />TYPICAL LOAD BEARING INTERIOR WALL 9 <br />SEE 14/Sl FOR ADM V TFNO <br />T OT SHOWN. <br />SE SIT. SB1IFTFOR <br />UPLIFTOONN80TORS <br />ELEVATION PER PLAN <br />SIMPSON ST-22 W/ 111-16d NAILS <br />(SEE Sat FOR TYPICAL CORNER) U.N.O. <br />CBU 6x6 <br />FOOTING - SEE POLMA71ON PLAN FOR <br />SIZE AND REINFORCING <br />PRE ENGRgEERED TRUSSES <br />LVL BEAM (SHE PLAN FOR SIZE <br />AND PLYS) W/ STUCCO FINISH <br />6"x6" P.T. COLUMN. <br />PLAN VIEW <br />LANAI DECK <br />f// I <br />TYPICAL 6X6 LANAI POST DETAIL, 15 <br />DOUBLE 10d NAILS EACH <br />SIDE OF SPLICE <br />TOP PLATE SPLICE <br />10d NAILS ® 8" OC <br />LOWER SPLICE OVER <br />STUD <br />NOTE: PLATE LENGTHS MUST BE <br />AT LEAST W-V TONG, TYPICAL <br />TOP PLATE SPLICE DETAIL 21 <br />DEL.2"X4" <br />CRIPPLE STUD <br />TYPICAL, ULNA. <br />INT.HEADERSCHEDULE <br />OPENING SIZE <br />HEADER SIZE <br />UP TO YI <br />2 - 2"x6" <br />Y-5" TO 5'-4" <br />2 - 2"x8" <br />S-5" TO 8'�i - <br />2 - 2"xlo" <br />8'-7" TO 12'-6" <br />2 - 2"xl2" <br />2-SIMIPSON LSTA18' <br />SIMIPSON SP2 • <br />- --�� CrYPI <br />DOUBLE HEADER W/ 1.12" <br />FLUCH PLATE <br />2"x4" STUDS TYP. <br />BLHCILT/ii^:�Y" iOR <br />W/ 6" EMBEDMENT U.N.O. <br />P.T. BOT. PLATE <br />HEADER DETAIL' <br />WPL IFT CONNECTIONS) • 4 ) <br />INSULATION <br />CBII.ING 518" DRYWALL OR <br />TOP PLATE 12" CEUI NG BOARD <br />12" DRYWALL TYP. <br />l 2"x STUDS @ 16" O/C <br />2"x P.T. PLATE <br />TYPICAL NON -LOAD BEARING INTERIOR WALL <br />DOUBLE GIRDER <br />TRUSS <br />(2) SIMPSON M772838's W/ <br />24-10d X 112" EACH <br />DOUBLE 2X TOP PLATE (TYP) <br />(1) 3/4" BOLT <br />3/87M In"X10"PLATS / 2 1 1/4" <br />3 12" DIA STD. STEEL PIPE <br />2X STUDS @ 16. OC <br />3/16" .TYP <br />i 3A"X3"X9- PLATE <br />SLAB BEYOND \ NONSHRINK (TROUT <br />(2) MI- ANCEFOR BOLTS <br />ROUND STEEL PIPE COLUMN DETAIL 16 <br />FILL CELL - <br />7.WOHOOK �CONT #5 BAR <br />BOND BEAM <br />STD. 90" HOOK <br />CONT. #5 BAR \ <br />SEE SEP. SE= FOR <br />UPI/Fr CONNECTO� <br />ELEVATION PER PLAN <br />-BUILD OUT BEAM TO MATCH <br />COLUMN <br />LVL BEAM (SHE PLAN FOR SIZE <br />AND PLYS) W/ STITCCO FINISH <br />"-X 16- CMU W/ (4) #5 ROD VERT. <br />IN CONC. FJII]M M I -ARCHITIBCITRAL <br />LOWISH EXTERIOR <br />(2) SIMPSON HETA-20 W/ 10-10d NAILS U.N.O. <br />ao <br />PLAN VIEW <br />FOOTING - SEE FOUNDATION PLAN FOR <br />SIZE AND REINFORCING <br />TYPICAL 8"X8" CMU LANAI COLUMN DETAIL <br />C04M OF WALL <br />2-]6d <br />EA -1 TRUSS\ 2X4 RAT RUN ON EACH SIDE <br />\ of WALL <br />PRE-ENGINEERED ROOF TRUSSES <br />SEE UPLIFT SCHEDULE FRO TRUSS <br />SIMPSON SP2 (a) � <br />ANCHORS <br />TOP OF EACH STUD <br />SIMPSON SPl (a) BOTTOM <br />DBL 2X4 (MIN) TOP PLATE <br />OF EACH STUD <br />2X4 (LAIN) STUDS ®16.00 <br />2X4 QR N) PT BOTOM PLATE W/ <br />12"0 X 8" ANCHOR BOLT & <br />2" X 3/16- WASHER Q 48" OC <br />KNEEWALL ABOVE MASONRY <br />WALL DETAIL, <br />6 <br />12 j PY&LQ7INNPJ m W00DT1S mo w OC <br />DOUBLE 2"x4" TOP PLATE <br />2-W #2 SPF STUDS 016. O.C. <br />CRICKET AS REQUIRED <br />SIMIPSON SP4 EA. MI UD'' <br />/ <br />1/1" CDX OR VIV OSB SHEATHINO <br />FASTENED TO TRUSSES WITH Sd <br />WIRE NAILS @4"O/C BOUNDARIES <br />- <br />6- O/C EWES It S- O/C FIRLD <br />SRdPSON SP4 ®EA. STUD <br />2"x P.T. PLATE <br />MAIN SPAN TRUSS <br />SIMPSON MAS @ 16" O.C. <br />OR 1/BO WEDGE TYPE <br />UPLIFT COINNE(.TOR(SEE SCIMDULE) <br />ANCHOR BOLT @ 24- D.C. <br />W/4" MIN. EMBEDMENT <br />grlxrx16' K0. BLUX W/ 1 is COMT. <br />AMFSJRIW/N MC0K0 ffi <br />1!5YT911',Mcw_PNBD <br />W/S'm.90" BOOK BN xo. BLOC% <br />KNEEWALL ABOVE MASONRY WALL DETAIL <br />6 <br />SIMPSON CONNECTOR (EBB UPLIFT SCHEDULE, <br />SEPERATE SHEET) <br />I <br />i TRUSS ABOVE <br />SIMPSON A34 CONNECTOR <br />W/ 8-8d X 1 V2" <br />SIMPSON SP2 ®EVERY <br />OTHER STUD <br />WOOD FRAMED EXTERIOR <br />12- PLYWOOD NAILED W/ 8d / WALL <br />NAILS 8 4" OC BOUNDRIFS, 6" F= <br />OC EDGES, AND 12" OC FIELD LL <br />MANUFA( <br />EXTERIOR WALL CONNECTION @ <br />NON -LOAD BEARING LOCATIONS 11 <br />DBL. STUD & <br />BLOCKING <br />% DBL 2X TOP PLATE <br />B-B 1XloWOOD SILL <br />(2) 8XSX16 CMU e <br />10d NAILS/ VIEW A -A <br />8" O.C. <br />TYP. <br />16' BL❑CKING @ TOP & MIDDLE <br />A A 16d NAILS INTO <br />BLOCKING FROM EACH LAP DBL TOP PLATE <br />SIDE W/ 4-10cd NAILS FROM (2)#sCONT. <br />TOP <br />VIEW B-B <br />TYP. 3 STUD CORNER DETAIL 2 S <br />WINDOW FASTENING - MASONRY <br />1. USE MANUFACTURERS INSTALLATION) SPECIFICATIONS WHEN OPENING IS LESS <br />THAN OR EQUAL TO 1 4 ' SPACE BETWEEN THE WINDOW AND THE BUCK <br />MATERIAL. <br />2. BUCKSTRIPS MUST BE SET IN A BEAD OF SEALANT. THE EXTERIOR JOINT <br />BETWEEN THE BUCKSTRIP AND MASONRY MUST ALSO BE SEALED. BUCKSTRIP IS <br />NOT NECESSARY AT THE SILL IF IT IS PRE -CAST. ALL GAPS MUST BE SEALED. <br />BUCKSTRIPS SHOULD BE PRESSURE TREATED YELLOW PINE, SPRUCE OR <br />COMPARABLE LUMBER. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A <br />TAPER, OR BEVEL ON (THE BUCK IS ACCEPTABLE IF THE WINDOW FRAME IS <br />FULLY SUPPORTED BY THE BUCKSTRIP AT BOTH THE INTERIOR AND EXTERIOR. <br />3. IF USING 1 1 2 ' THICK OR GREATER WOOD BUCKSTRIPS <br />(NOT SHOWN): WINDOW INSTALLATION FASTENERS SHOULD BE A MINIMUM ##10 X 1 <br />1 2 ' WOOD SCREWS, INSTALLED THROUGH THE WINDOW INTO THE BUCKSTRIP. <br />WINDOW MAY BE SHIMMED AS NECESSARY, PROVIDED A MINIMUM SCREW EMBEDMENT <br />OF 1 1 4 ' IS MAINTAINED IN THE BUCKSTRIP. WINDOW FASTENERS SHOULD <br />BE LOCATED A MAXIMUM OF 4- FROM EACH CORNER AND MAXIMUM OF 18. O.C. <br />IT IS RECOMMENDED THAT FASTENERS NOT BE INSTALLED THROUGH THE SILL OF <br />THE WINDOW. THE ACTUAL SIZE OF THE BUCKSTRIPS SHOULD BE NO LESS THAN <br />1 1 2 X 2 1 8 '. BUCKSTRIPS SHOULD BE INSTALLED USING MINIMUM <br />3 16 ' X 2 3 8' MASONRY SCREWS, TO MAINTAIN 1 1 4 EMBEDMENT, <br />18' O.C. 8 4' FROM EACH END. <br />it I I I <br />wn'm0w oPENmG <br />o m <br />SLATES NOT SNUG TO TRUSS <br />)OUBLE TOP PLATE <br />3) PLY 117/8- GANG -LAM <br />W 2X BLOCKING <br />2" PLYWOOD SHEATHING <br />d COMMON ® 4" OC EDGES <br />d COMMON (a3 12" OC FIELD <br />DCIUBLB 2JL6 STUDS <br />NOTE: ANCHOR FRAME TO BLOCK W/ <br />1/2" DIA "J" BOLTS @ 24" OC MAX <br />VERTICAL <br />112"CONCPAVERBLOCK <br />TYP. SECTION THRU <br />-4_ BUTT GLASS <br />MASONRY WALL <br />LENGTH <br />SAFE LOAD- POUNDS PffitI]NEALFOOT <br />! UNFILLED FILLED <br />811 8"x16" FILLED <br />W/1-415 T&B. <br />4,- V (48") PRECAST <br />2029 <br />6039 <br />V-6" (54') PRECAST <br />1651 <br />6039 <br />S-V (64') PRECAST <br />1184 <br />5057 <br />5'-IU" (70') PRECAST <br />972 <br />4144 <br />6-6- (78") PRECAST <br />937 <br />3396 <br />T-6" (90') PRECAST <br />767 <br />2610 <br />91-4" (112-) PRECAST <br />573 <br />1818 <br />100S" (126-) PRECAST <br />j 456 <br />1541 <br />11-4- (136') PRECAST <br />j 445 <br />1365 <br />12--0" (144-) PRECAST <br />i 414 <br />1254 <br />13'-4" (160') PRECAST <br />362 <br />1076 <br />14W (168-) PRECAST <br />383 <br />1003 <br />141-V (176') PRESTRESSED <br />N.R. <br />1370 <br />15'4" (184') PRESTRESSED <br />N.R- <br />1250 <br />1714" (208') PRESTRESSED <br />N.IL <br />950 <br />1914" (232') PRESTRESSED <br />N.R.. <br />750 <br />2114" (256-) PRESTRESSED <br />N.IL <br />940 <br />221-V (264-) PRESTRESSED <br />i NAL <br />870 <br />241-0" (298-) PRESTRESSED <br />I N.R.. <br />720 <br />i <br />OR PRECAST SILL. - ABOVE INFORMATION IS BASED ON CAST-C RETB VHCP CORP.) BRAND LINTELS. <br />- BASED ON TESTS CONDUCTED BY WM41M F. ROSCH, P.E. <br />- PRECAST LR IIS MAY BE SUPPLIED BY CAST -CREPE OR OTHER BUILDING CODE APPROVED <br />PRECAST MANUFACTURERS. <br />12'-0- MAX. -N.R.-NOT RECOMMENDED. <br />WINDOW BUCK DETAIL 1 % CAST-CRETE PRECAST LINTEL SAFE LOAD TABLE <br />PC CONIC SILL <br />C.M.U. <br />l� <br />lx4 PT. (TYP) ` Fr WINDOW BUCK ATTACHED <br />W/ 1/4"x 2-12" TAPCON SCREWS <br />®18" O.C. THRU WINDOW FRAME <br />SIM DETAIL 82-2 FOR AND BUCK AND PL 2OW OR <br />FURRING AND INSULATION EQUAL GLUE OR SIM 17/52 <br />FOR 1-12" BUCK <br />05 CONT FROM FOUNDATION <br />TO HIGHEST BOND BEAM <br />BOND BEAM STEP 2 <br />TYP HORIZONTAL SECTION THRU WATDOW <br />2� <br />FILLED CELL W/ #5 VERTICAL <br />W YELLOW PINS JAMB <br />12 GA. GALV. STIEM TRACK <br />BRACKETS PASTENED TO WOW JAMB <br />WITH ONE 5/16"xl-5B" LAG SCREW <br />PER TRACE: BRAC%Ef. <br />2" GALV. STE33L TRACK FASTENED TO <br />12 GA. GALV. STEEL TRACK BRACKETS. <br />TRACK.ATTA(2IBD M EACH BRACM <br />WITH O1NE V4"x5/&• DOLT & NUT <br />OR TWO 1/4" DNA. RIVETS. <br />1/rO x V 'J' HILTS 016' O.C. OR <br />1/2' X 6' WEDGE TYPE ANCHOR <br />STOP MOULDING BY DOOR INSTALLER (TO SUIT) <br />�20 OA. MIN.OALV. STBti<. END STILE <br />20 OA. GALV. STE il, INTER. STAB <br />�-7/16" LD. ROUND PUSIINUT 18 GA. OALV. STBBI, CENTER UNGE <br />PASTENER(ONEPERROLUM), FASTENED TOINLER.STILES W/(4) <br />#1 lx"" SHEET METAL SCREWS. <br />U GA. GALV. STREI- ROLLI?x TINGES <br />FASTIRM TO END SOLES PAC H W/(4) <br />#14x%l SEMSTM 3TAL SCREWS AND <br />(4) 1/4"x3/4" SELF TAPPING SCI M PER END BINGE. <br />2- DLL. SHORT STEM, 10 BALL STRBL ROLLER. <br />SEE MANUFACTURER INSTALLATION INFORMATION <br />FOR GARAGE DOOR TRACK MOUNTING DETAIL <br />INC <br />01 <br />� N <br />N <br />r� O <br />N� <br />M a <br />� M <br />� ITITT <br />O <br />Q� <br />•� N b <br />3 <br />��0 N <br />� � n <br />N M_ <br />�.� 0000 <br />45 <br />W ,ci <br />0 <br />cn <br />2 <br />Q = Z O J <br />w J- Q U N p Z <br />1- Q 01 Z T_ J W p <br />O FF--UMO W OW 1=Z <br />Z - O -_ LL <br />pp O< <br />V) U) LL = -I Z LL x <br />x W o w- m O j a an <br />W V E Of � (Dui > p W <br />~~�ZZupj~ <br />�ZLLZZ.a_A <br />LuLUOc9F-° U)N pO <br />= W F-_Zwwz p Qzp <br />F- 00 U _j U) p ~ p f. <br />u >Z >- Q <br />O<Um0�m Q 0CL <br />c� Lli W (LaapU- Zp cnJ <br />wI=-c� <br />U)-W I, W <br />u3 <br />Ujy~WJ _jWS <br />J FQ- <br />LL_ <br />OwZ�z 0- <br />QLJ zU n u-OzJMC> < QF_ <br />F- \G cL F- cu li F- C O. cn <br />� � I <br />1—' 00 c <br />M � <br />•� M � M <br />N r-N (M <br />�., O 4 Vc <br />•,-N .-, 00 In W <br />.. W 04 <br />P. <br />4_1 <br />c' 9 0 <br />C'? 6 a� <br />�i--1 EA �o � <br />W� ^� <br />MM <br />U 0000 <br />W Q1 a W <br />�o <br />M <br />C? m <br />�Q It= 1~ z <br />Itt <br />r� <br />� � N <br />Q Z 00 A <br />SHEET <br />7 of 8 S2 <br />STEMWALL <br />TYPICAL <br />SINGLE STORY <br />WALL DETAILS <br />--- <br />