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INSTALL WDW. SCREW ANCHOR <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />TO PRODUCT P.T. <br />APPROVAL FOR CONN. <br />1x4 P.T. <br />3-1/4" LONG X 3/16"0 FURRING <br />TAPCON. INTO <br />BLOCK@ SPACING <br />PER MANUFACTURE 1 11DETAIL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />1x4 <br />3/16" 0 X 3" LONG FURRING <br />TAPCONS <br />STAGGERED @ 16° 1x8 P.T. <br />O.C. 2-ROWS INTO <br />MASONRY THROUGH 1-1 /2" DETAIL <br />1x4 P.T. & 1x8 P.T. <br />DOOR JAMB (REFER*4"'2X8 <br />uc Ur%T VVHLL <br />TO PRODUCT <br />APPROVAL FOR CON <br />1X4 <br />(2) ROWS 3/16" x 3-1/2FURRING <br />TAPCON @ 16" O.C. &FROM EACH END w/ M.8 <br />2" EDGE DIST. ATTACH <br />1x8 w/ (2) ROWS 8d NALS 3" DETAIL <br />STAGGERED @ 1211 <br />O.C. <br />3/16" x 3 -1/2" <br />1 x4 P.T. <br />DOOR JAMB (REFER <br />TAPCON @ 16" <br />TO PRODUCT <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER EACH END W/ MIN. <br />TO PRODUCT <br />TO PRODUCT 2" EDGE DIST. <br />APPROVAL FOR CONN <br />.2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" <br />x 3-1/2" TAPCON @ 16" 1x4 <br />O.C. & 4" FROM EACH FURRIN <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. <br />ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 1 Odx3" 2x8 <br />2 DETAIL <br />2 -11A DETAIL <br />STAGGERED @ 12" O.C. 1-11A11 nFTnn <br />X I <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 31/4" TAPCON ( 1 1/4" MIN. <br />EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" <br />A <br />1 X 4 FURRING _ SOLID BLKG. AT TOP BTWN. <br />BLOCK HEADER ARCH BLKG. & BUCK <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) 1 Od 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 rT�_ <br />SCALE: N.T.S. SS <br />SECTION <br />A -A <br />8" <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 BRACE <br />START OF ARC <br />4' MAX. RAD. <br />2 <br />WITH <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B <br />114" MAX EMBEDMENT INTO K.) <br />2'-0" 8" <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 />_ <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />NAILS AT EA. END <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) 10d NAILS EQUAL 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 />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 />4' MAX. RAD. <br />PROPER INSTALLATION MAX. 8" <br />#5 REB, <br />(TYP) <br />STD. 90 <br />FILL SOLID <br />HOOK (1 <br />BOTH CELLS <br />i <br />i <br />NOTCH WEB AT <br />+5" <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) 174" x 2 1/4" 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 4Y2' 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 ALL <br />(5) 12d NAILS SIMPSON <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />i <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2x4 <br />#2 SYP @ 24" O.C. � <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH <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 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 />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />EXPANSION STRIP <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 />SEALANT <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />COVER PANEL REINFORCING <br />ORC NG WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. 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 />1) <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 />IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY L <br />SCALE: 3/4" = 1'-0" SS <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />(1) #5 BARS CONT. WHERE THIS CONDITION <br />TOP WITH MIN. 3" OCCURS <br />COVER 6-0" <br />F.F. <br />D p D <br />�°. ° II—III—III=III—III—III <br />D °III=III=III <br />F]I1=III <br />D'° III=III—I <br />I—III=1 _ I <br />GRADE D. p . D IIII, I I- <br />CN <br />C7 p - <br />z <br />S� SIN <br />D (2) #5 REBAR. MIN. 3" <br />16" MIN. COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />kR <br />YP.) <br />THE <br />:S <br />I IAIA(V`C0TAQ1 C IAICTAI I TInKi <br />FILLED CELL INSTALLATION ( H 1 <br />SCALE: N.T.S. <br />' ARCH' PLAN AND <br />PRE-EN1 _ x <br />F <br />,,. . <br />T R-- Zx S U B `AsCI.�, <br />ALA UM DRIP ED E <br />[ I ALUM FA.SXCOL <br />1 S' T, M I II [ E,' <br />F H E _ -4-_ <br />JT <br />TEI'TEL PE.. I <br />=TE FFI :.' s' -I "' - - _ t_ F T `. EN'TEL= - 4. SOLID wCDFFIT <br />1F2x4 daILE_ _.-xL'U3t.KBNC.NAjLEDTO`0P <br />€2 NAIL P I" <br />1 G+Iy 0 (L_ I °1'RFLf?EILE �7E 1 1 TEF L F' t ,IR S IL SEC1 <br />g I = DEIGN -'R `�I� RE SPE IFI F r _ 1T `' EN TS � � ,; �AC',��TNG <br />_T D EN THE DES' r .PI ER� _ �1 IIEI~ N <br />2 F' OFF1T _r- FT CH 4 A,_L I F: ALPHA ALUINt 1I10 FL4E iR5 FL <br />F R+.WbD T A PF CHANNEL FATEN 1 <br />s . I'. IL .0 'CIA W", EL1EEDM`N <br />�3I 16 IAA 3 4'x 1 " 1 ;%A,L STAPLE' ^, 24" N1AX. 0,C, IN tip[..0N_ . <br />TTE_-RrI <br />1.°€ <br />STRUCTURAL SOFFIT <br />TC)r,,`F3TS WITH, SPANS <br />P1fr \,^ €1 a 1,;i 2 2.1 i 1' : T 1 1 1e w Mai BLt y4 KIN PFIR <br />I HF- �_-FET F1 _NSJAILLL_ I e :t I j FCIA <br />REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS, <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 />k OV (2) 10d NAILS @ 8" O.C. <br />FRygN TO TRUSS TOP CHORD <br />+ + RyC'r/y PLYWOOD SHEATHING <br />+ BLOCKING AS <br />+ REQUIRED <br />TO SUPPORT <br />TRUSS + SOFFIT <br />+ + <br />2X4 SYP �. a <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />CENTER SOFFIT <br />- <br />PRECAST LINTEL <br />SEE ELEVATION <br />2X2 #2 P.T. MIN. <br />FOR OVER HANG <br />W/J-CHANNEL SECURED <br />(MAX. 4'-0") <br />@24" O.G. FASTENED TO <br />CMU W/ 3" LONG T-NAILS @ <br />24" O.C. <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" <br />SS <br />SIMPSON HTT4 w/ (18) 10d 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 MIS <br />MSTAM STRAP <br />.grAI F- 3/d <br />CCC CLICCT Ill AAIn <br />z <br />O <br />O <br />W <br />Z) <br />U <br />U) <br />2"x BOT. PLATE W/ (2) 10d @ 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 />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4) 1/41 1/2" SIDS SCREWS <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />RETROFIT FOR MISSING <br />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 />a <br />FOR OVERHANGS BETWEEN OVER 1 1/2" . <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. " a' <br />OVERHAN �s <br />v <br />y� <br />a <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 />1'-0" 5'-0" <br />INISH FLO <br />#5 BAR <br />p 10" ° p ° CENTERED W/ <br />IN TOP o <br />_ p �E, <br />KNOCKOUT/ N <br />V�=IIT <br />CHAIR BLOCK <br />MONO FOOTINGI I p' <br />SIZE AND REINF. PER PLAN I I — <br />° <br />AND SECTION DETAILS -I <br />I <br />CLEAN FILL p ° p <br />DIRT 6 z <br />°. STANDARD o <br />0 90i HOOK N <br />#5 BAR IN <br />FILLED CELL ° <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />)NTACT 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 />1 1EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />141t��.i�Ial�r� Ttlal <br />14 1 SAW CUT <br />A SECTION <br />1 SCALE: N.T.S. <br />SCALE: N.T.S. ® %T 2 <br />Virtual Review Assist. 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