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1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />P.T. <br />TO PRODUCT <br />TO PRODUCT <br />- <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1 X 4 <br />APPROVAL FOR CONN. <br />1x4 <br />3-1/4" LONG X 3/16" 0 <br />1x4 P.T. <br />FURRING <br />!j <br />3/16" 0 X 3" LONG <br />TAPCONS <br />FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />2Xg <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />O.C. 2-ROWS INTO 1x8 P.T. <br />FROM EACH END w/ MIN. <br />2 EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1 _ 1 /211 DETAIL <br />ix8 w/ (2) ROWS 8d NALS <br />�� <br />3 DETAIL <br />1x4 P.T. & 1x8 P.T. <br />STAGGERED @ 12" O.C. <br />6EAH <br />*N. <br />DOOR JAMB (REFER / MIN.TO PRODUCT 1x4 <br />TO PRODUCT T. APPROVAL FOR CON2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" <br />(2) ROWS 3/16" x 3-1/2O.C. & 4" FROM EACH <br />TAPCON @ 16" O.C. &END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w.. ATTACH SECOND PLY w/ <br />..Q'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />2x DETAIL 2 1/4" DETAIL STAGGERED @12"O.c. 3-1/4" DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. <br />EMBEDMENT INTO BILK.) <br />1 X 4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL ri <br />SCALE: N.T.S. 1�11SS <br />INSTALL WDW. SCREW ANCHOR <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />SECTION <br />A -A <br />8" <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. - <br />1/4" MAX EMBEDMENT INTO K.) <br />2'-0" <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />1 X 4 FURRING <br />BLKG. &BUCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 10d <br />AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BTWN,-,NAILS <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />LEAVE A CUT OUT IN O.S.B. ON T <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />INSTALL WDW, SCREW <br />ANCHOR INTO ARCH BLKG. <br />BTWN. OSB ARCH FACES W/ (4) 1Od NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />SCALE: N.T.S. SS <br />1/4" x 3 1/4" TAPCONS <br />`LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3) 10d NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF 'RACE <br />START OF ARC <br />4' MAX. RAD. <br />SECTION <br />B-B <br />8" <br />PROVIDE 2x <br />PROVIDE (2) MIN. CONT. W/ (3) <br />TAPCON AT EA. SIDE 12d NAILS <br />BUCK - (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />EQUAL 4' MAX. RAD. <br />1x4 <br />FURR <br />PROPER INSTALLATION MAx.B <br />FILL SOLID <br />BOTH CELLS <br />#5 REB <br />(TYP,) <br />STD. 90' <br />HOOK (1 <br />+5^ <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />,APACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d <br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) <br />BOND BEAM OR CAST IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />N.T.S. <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />12 <br />JACK TRUSS PROVIDED BY SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(5) 12d NAILS SIMPSON <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />NOTE: <br />SHED ROOF ENDS TO BE <br />GABLE ONLY, CORNERS <br />SHALL NOT BE FRAMED AS <br />HIP. <br />DESIGNED ONLY FOR THE <br />INSTALLATION OF SHINGLE <br />AND METAL ROOF FINISH <br />GLASS BLOCK INSTALLATION NOTES <br />A) <br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) <br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) <br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) <br />SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />EXPANSION STRIP <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL <br />PER ANCHOR) <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) <br />EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />- <br />SEALANT <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6„ MIN. LAP SPLICE W/ <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />'..:. <br />:-.;.=: ' : <br />;.;';_':;•::.: <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />:.' ':: <br />`.:..::....;...:.. <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6". IN. LAP <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES, <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <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.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />I) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) <br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) <br />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 />INSTALLATION OF GLASS BLOCK. <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH J <br />IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY L <br />SCALE: 3/4" = 1'-0" lllliS <br />(1) #5 BARS CONT. <br />TOP WITH MIN. 3" <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />FILLED CELL PER <br />FOUNDATION PLAN <br />i <br />�R <br />YP.) <br />THE <br />:S <br />TRUSS <br />— <br />2X4 SYP <br />EACH TRUSS <br />/ <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />OCCURS <br />COVER <br />I <br />=1 � IEEE EEI 11=1 I IEEI I I; <br />1=III=III=_� I 1_ <br />D .D III—III=III <br />IME I IIIII <br />GRADED,III„� 1I- <br />a <br />M Q <br />z_ \' <br />N � •D <br />° D <br />(2) #5 REBAR. MIN. 3" <br />16" MIN::. COVER EA. WAY <br />710, <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />PRECAST LINTEL <br />1 IAIAnn=TAQI C IAICTAI 1 TIr1NI <br />FILLED CELL INSTALLATION / H � <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />* DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />(2) 1 Od NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />'TN i—PLYWOOD SHEATHING <br />+ <br />�+ <br />NTER SO <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SCALE: N.T.S. <br />BLOCKING AS <br />REQUIRED <br />TO SUPPORT <br />SOFFIT <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />cPP cuP:PT n2 AND <br />FOR <br />SIMPSON HTT4 w/ (18) 1 Od x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MISSING MSTAM STRAP <br />SCALE: 3/4- 0 <br />z <br />O <br />cn <br />a <br />2i <br />LL <br />O <br />w <br />U <br />Q <br />M <br />U <br />cn <br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W/ 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SIDS SCREWS <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />d <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHANG <br />.Q ;d <br />L_f/ <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />NISH F <br />o . .. 1 Y <br />° ° D #5 BAR <br />D p A <br />p. 1'0" ° ° CENTERED W/ g <br />IN TOP o <br />_ D KNOCKOUT/ N <br />—�FL <br />CHAIR BLOCK <br />MONO FOOTING _ D <br />SIZE AND REINF. PER PLAN I — 1-7 <br />AND SECTION DETAILS - <br />I ° <br />CLEAN FILL D °. D <br />DIRT z <br />2 <br />° STANDARD o <br />D ° 99 HOOK N <br />#5 BAR IN <br />FILLED CELL <br />sk <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- <br />:ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />EPDXY CAP TO PREVENT LEAKAGE <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />#5x6' EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />4" SAW CUT <br />A SECTION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />N <br />0 <br />N <br />r� <br />3 <br />N <br />Ojj- <br />00 <br />Lo <br />e <br />_ v <br />z <br />V, <br />`A f <br />O <br />z <br />Q <br />E <br />� <br />'��? ° <br />M 04 v <br />v) <br />N _6 <br />V_ <br />c <br />LO 2 O <br />_ o <br />O o (3 Q <br />s ��� <br />.N <br />w Q� <br />-TW <br />v <br />L 0 E� m <br />o <br />W <br />WQ0X<�U) <br />°LLI Uj WOuj H <br />wI-¢ Dfg ' <br />�wqz°� <br />O <br />LVOR �z <br />cfo2F- <br />Q <br />awaZ000moz <br />WWZU-'O <br />a <br />I-da0�a>ZLu° <br />Z <br />ILL <br />w°O ° <br />2O¢ <br />�F� <br />�N <br />¢aO(r° ?°Qzq <br />LLa O cic U- <br />O <br />CD <br />N <br />O W <br />,1_, � O <br />`M O <br />Q (~ M Ln <br />2: � LL <br />W Ln <br />Q Q 00 <br />Z � f— <br />Z <br />w <br />Jo <br />910 <br />II- <br />M <br />`•, <br />c° <br />� <br />00 <br />� <br />00 <br />� <br />O <br />N <br />O <br />N <br />O <br />N <br />r <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />& <br />O <br />' <br />O <br />r <br />O <br />� <br />0p <br />O <br />CV <br />r <br />A <br />0 <br />N <br />d <br />O <br />O <br />O <br />O <br />0 <br />O <br />6 <br />r <br />6 <br />r <br />CV <br />O <br />O <br />0 <br />r <br />N <br />O <br />M <br />O <br />--I- <br />O <br />Lo <br />O <br />CO <br />O <br />f` <br />I� <br />> <br />Z Z <br />—ZO <br />�wU) <br />w�— <br />Q <br />Q <br />LLJ <br />2:z <br />Lu <br />9 <br />T~m0Z <br />2H=Z <br />v <br />Z J <br />Q <br />3: <br />Z W <br />Ti <br />�ZZ <br />W <br />O <br />-,z <br />a 00 <br />U� <br />zz <br />z <br />=QO <br />V <br />J <br />O <br />W <br />� <br />Q <br />Z <br />Z <br />z <br />J <br />LijO <br />CN <br />LAST PLOT DATE <br />Feb. 26, 21 <br />STRUCTURAL <br />z Q <br />J <br />DETAILS-RETRO FIT <br />