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-1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />DOOR JAMB (REFER TO SHT. SDW2-K1 <br />UNACCEPTABLE INSTALLTION <br />MAX. 8" � � <br />DO NOT <br />TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />PROPER INSTALLATION DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILSb2CFOR CONN. DETAILS <br />1 X 4 <br />` #5 REBAR (TYP,) <br />OOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1 X 4 „ „ FURRING <br />- "� FURRING 3/16 0 X 3 LONG FURRING 3/16" 0 X 3-1/2" LONG <br />3 1/4 LONG X 3/16 TAPCONS <br />#5 REBAR ` '' <br />(nP,) <br />AND NAYILED W/ d COMMON @ <br />EDGES AND 12"O.C. FIELD <br />O.C.,02 ROWS STAGGERED 4 <br />TAPCONS STAGGERED 21X8 Xg <br />TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. <br />` ' <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO41 <br />1 DETAIL 2-ROWS INTO <br />Zx BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH " DETAIL <br />1-1 /2 MASONRY THROUGH 3" DETAIL <br />D. 90• HOOK (TYP.) <br />STD. 90A ` /� <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 HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />I3/16" x 3 -1/2" <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />„ 1X4 P.T. <br />NOTE: <br />1 X 4UL <br />O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2' DRYWALLL7//Z <br />7/EACH <br />LAP SHEATHING TO <br />END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />DOOR JAMB (REFER ( <br />TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL <br />` <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 <br />J FURRING <br />2X8 P.T. WITH 3/16" o X 3" <br />' _+2n NOTC @FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4x1 1/2"SCREWS INTO BAND <br />LONG TAPCONS <br />2x P.T. AS REQ'D 2X8 P.T. 2X8Ml� <br />STAGGERED @ 16" O.C. <br />` <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />K.O. BLOCK <br />2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />NOTCH WEB AT E <br />t5" FIRST 2 COURSESLED <br />BOLTS INTO <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. SS <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 SECTION <br />A -A <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />= 1890 # FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" 8" <br />1-PLY PRE-ENGINEERED TRUSS <br />SOLID W/GROUT <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6) x 24" <br />BLOCK HEADER ARCH BLKG. & BUCK �� <br />4" <br />TAPCONS <br />..: <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 1?" NAILS AND <br />a <br />8d NAILS AT 8" O.C. AT BUCK <br />(4) 4" X 1" 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 />" <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. ' ° ' � ' .e" ' ' •. •• <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />• .a <br />- <br />OVERHAN <br />BACKSIDE TO FIT ARCH (4 10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />• a <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />10 x 4 SOLID BLKG. (FULLlVIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHO\_2 <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL 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. 14STALLATION DETAILS OR THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 3/4" T01 1/2" <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'/2' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />x0 (2) 10d NAILS @ 8" O.C. <br />�FRygN <br />ARCH DETAIL J <br />4 MAX. RAD. <br />WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />SC 4LE: N.T.S. SS <br />12 <br />+ <br />+ + F�Ory PLYWOOD SHEATHING <br />r rr r 'r <br />1-05 -O <br />JACK TRUSS PROVIDED BY SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />+ + <br />INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />+ BLOCKING AS <br />+ <br />° <br />'� <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4"MIN. B-B <br />ROOF SHEATHING ATTACHED <br />ALL <br />+ REQUIRED <br />° '� <br />INT <br />EMBEDMENT O K.) <br />14" MAX �� �� <br />PER NAILING SCHEDULE <br />TO SUPPORT <br />TRUSS + SOFFIT <br />e . >: • ; <br />° . •• . #5 BAR <br />BLOCK HEADER <br />2 -0 g <br />SOLID BLKG. AT TOP Bl WN. ARCH <br />(5) -12d NAILS <br />+ + <br />i o D ° <br />700 N TOP CENTERED W/ <br />y�10., ° ► ° '• g <br />BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP .. s <br />v ° C <br />' KNOCKOUT/ cN <br />1 X 4 FURRING <br />EACH TRUSS <br />> B.. <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 VERT. W/ 2 10d <br />x8 () <br />NAILS AT EA. END <br />PROVIDE 2 MIN. <br />PROVIDE 2x <br />O <br />'� <br />CONNECTOR <br />01 <br />MONO FOOTING -_-- ' <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />BUCK TAPCON ATEA.12d <br />O <br />NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24 <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />• <br />LEAVE A CUT OUT IN O.S.B. ON TI <br />MIN. OF START OF <br />TRUSS OR 2x4 <br />° <br />CLEAN FILL � <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FC,R INSULATION <br />ARCH <br />COMPANY <br />#2 SYP 24 O.C. <br />ENTER SO IT <br />.> b• <br />DIRT z <br />TO BE INSTALLED <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° <br />°•'. D 9 <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />7/16 OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />> 90' HOOK <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED W/ 2 #6 X 4/� <br />) () ' " WOOD <br />FOR OVER HANG <br />FILLED CELL , ; ;, - ; �,; <br />�,,; <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 />@ <br />(MAX 4,-0") <br />'• ; ,• <br />`•; <br />BTWN. OSB ARCH FACES W/ (4) 10d VAILS EQUAL EQUAL <br />WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" <br />•.- <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />•' .• ` .• • `.- •• • • r . •.- .•Sk <br />ANCHOR INTO ARCH BLKG.Ko"_L� <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />SECTION @ ENTRY <br />SECTION @ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />e-B <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />n _ , n <br />SCALE: 3/4"= 1-0 SS <br />,. _ , ., <br />SCALE: 3/4 - 1-0 SS <br />SECTION DETAILS <br />SCALE: 3/4" = V-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 EMUL:31ON TO DRY <br />EXCEED <br />(3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />FOR ADDITIONAL <br />INSTRUCTION. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <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 />� <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PL US 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 EXPANSION STRIP <br />FLOOR PLAN FOR <br />SET BAR IN EPDXY <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL <br />MORE INFO <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR <br />W.W.M. AT PERIMETER <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 />STUDS & (1) - 5/8" DIA. ALL <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />THREAD ROD EPDXIED W/ <br />} <br />#5X6' EMBEDDED INTO <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY /,ND IN JOINTS 9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3" <br />SIMPSON "SET" EPDXY MIN. a <br />Z <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER 6-0" <br />\ <br />5" EMBEDMENT & 3" MIN. <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU 0 F CHANNEL (EVERY OTHER <br />F.F. <br />EDGE DISTANCE \ <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO EfID OF PANELS. COURSE) EXPANSION STRIP <br />\ <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO L SE MORE <br />0 v <br />THAN ONE LENGTH. DC NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />��— <br />a <br />A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />Cl) <br />U_ a <br />1 <br />* C F OF MORTAR IN BED JOINT. DO NOT FURROW. <br />PLACE E LOWER HALF <br />* <br />5X6, EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE._ - LAP SPLICE W/ <br />EXISTING FOOTING6"MIN. 2-#5X6, IN CONC. <br />* WITH UPPER HALF OF MORTAR BED AND TROW =L <br />COVER PANEL PANEL REINFORCING W U REINFORCING PANEL <br />W <br />¢ - <br />cn <br />FILLED CELL <br />SMOOTH. DO NO FURROW. "'` `' <br />° :° I <br />— j�T <br />�1 <br />N <br />11 DRILL 3/4 X6 MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o, c <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />NOTE: <br />\ <br />\ <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />- z <br />r g <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL �3ET. AT THIS <br />• o . ° <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />\ <br />�a <br />SAW <br />SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIF E DRY. GLASS BLOCK DETAIL <br />' (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (RE MOVE <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WIT -I 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 BE iWEEN <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOF 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 />- <br />SCALE: 3/4"= 1 �-0" <br />SCALE: 3/4„= 1-0 - <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <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 M <br />0 <br />®R <br />0 <br />z� <br />Q <br />n.- <br />z <br />nV)n' 0 <br />Q) — <br />w <br />0 <br />E� E <br />o <br />r ^ <br />co M <br />v 1 <br />m o <br />U <br />lL <br />N M <br />O) co <br />C cum <br />,v, E <br />F <br />U <br />N"OM <br />O o N <br />p <br />Y <br />® a)0 <br />U5 ao <br />O V <br />¢m <br />Q <br />�o <br />A1 <br />1`x°` <br />_N <br />T 4 <br />o..co <br />LL <br />kL g <br />t� a <br />97 <br />68 <br />13 <br />'l. <br />LL <br />¢ . <br />W �Lr(yiCt: it �i. <br />N �4w�r 1) <br />OU <br />` 0 <br />< 0 <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 />1f <br />O <br />Z <br />O I� <br />> U) �O <br />Q M Ln <br />•L <br />G � O LA <br />Q a LL. <br />zH <br />Q U a� <br />z <br />Z 3i E ... <br />W _j� <br />d- <br />oZ <br />3� <br />�a <br />W <br />za <br />�a <br />U¢�� <br />rz00 <br />U <br />Z U Z <br />= p W z <br />uj <br />8�EN <br />W <br />Fo <br />L <br />o� <br />} 0 <br />Ln <br /><z <br />z <br />g <br />_ <br />z <br />� <br />a <br />43 <br />N <br />L <br />N <br />0 <br />o <br />z <br />JQ <br />U <br />= <br />u) <br />Q <br />9 f <br />o� <br /><,= <br />0 M <br />(l <br />W <br />R.O' 0] a. <br />I� <br />O¢OQ <br />u <br />Folds <br />z <br />�^-I <br />o, g oOW <br />�tti <br />w <br />J <br />w <br />w <br />Q <br />=Q,L o <br />00 w U <br />a <br />d- <br />T__4 <br />Ln <br />Q <br />Z <br />z <br />�j <br /><�z <br />a Z <br />co <br />Q <br />2 <br />z <br />` Z <br />T_q <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />SS <br />