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DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 1/2" DRYVI1ALL <br />P.T. <br />TO PRODUCT <br />TO PRODUCT <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 />LONG <br />1x4 P.T. <br />FURRING <br />3/16"O 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 />1x8 P.T. <br />TAPCON @ 16" O.C. & 4" <br />FROM EACH END w/ MIN. <br />2X8 <br />1X8 <br />BLOCK@ SPACING �� <br />PER MANUFACTURE 1 <br />DETAIL <br />O.C. 2-ROWS INTO <br />2" EDGE DIST. ATTACH <br />MASONRY THROUGH 1-1/2" DETAIL <br />1x8 w/ (2) ROWS 8d NALS <br />" <br />3 DETAIL <br />1x4 P.T. & 1x8 P.T. <br />STAGGERED @ 12" O.C. <br />3/16" x 3 -1/2" <br />1x4 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. <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER*2" <br />EACH END W/ MIN <br />TO PRODUCT <br />TO PRODUCTDGE <br />DIST. <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16"APPROVAL <br />FOR CO <br />(2) ROWS 3/16" x 3-1/2" <br />x 3-1/2" TAPCON @ 16"1x4 <br />O.C. & 4" FROM EACHTAPCON <br />@ 16" O,C.& <br />END w/ MIN. 2" EDGE DIST.FURRIN4" <br />FROM EACH END w/ <br />2x8 P.T. <br />ATTACH SECOND PLY w/.T. <br />AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" <br />2x8 <br />2x DETAIL <br />2 1/4" <br />DETAIL <br />STAGGERED @ 12" O.c. <br />3-1/4" DETAIL <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. SS <br />1/4" MAX 2'-0" <br />* SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK --- <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />EMBEDMENT INTO BLK.) <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 45A DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. <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 />INSTALL WDW. SCREW ANCHOR- 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OS13 <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />INSTALLATION DETAILS 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 J <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 DPAGONAL 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 />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. B-B <br />1/4" MAX EMBEDMENT INTO ) <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 $VERT. W/ (2) 10d <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BTWN,,, <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 WA:_LS) <br />INSTALL WDW, SCREW---------f= <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 />PROPER INSTALLATION MAX. $ <br />FILL SOLID <br />BOTH CELLS <br />#5 RE& <br />m'P.) <br />STD. 90' <br />HOOK (1 <br />t <br />I <br />±5A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />CAPACITY = 805 # FOR 1 STRAP <br />=1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4) 1l4"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 4W' 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 />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) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) 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 />ANCHOR <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />E) 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 />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />`° ` '' <br />SPLICE <br />NOTE: <br />REMAIN FREE OF MORTAR. <br />H) 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) 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) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <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 />INSTALLATION OF GLASS BLOCK. <br />JACK TRUSS PROVIDED BYE <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 />IF TRUSSES USED) W/ (2) #6 X 4%" 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" 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" F.F. <br />a. <br />III I III —III III j <br />—rI�TG <br />D ° III —I 117—�I <br />GRADE <br />a <br />M D. <br />z <br />r D ' <br />A. <br />a <br />\ D <br />(2) #5 REBAR. MIN. 3" <br />16" MIN. Of COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = 1'-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />,R <br />YP.) <br />THE <br />S <br />I IAIAnr%C:DTADI C IAIO'TAI I TInK1 <br />FILLED CELL INSTALLATION I H <br />SCALE: N.T.S. SS <br />SEE ARCH PLAN AND <br />PRE-ENG TRL_ISS DESIGN <br />SEE NUTS 1 BELOW <br />2x SUB FASCIA <br />I , ALUM DRIP EDGE <br />ER 'a WALL TYPE ALUM FASCIA <br />F'E R PLAN I kl r' 1-314" TRIM PAINTED <br />I I ) F CHANNEL, —1 _ems 1(, SS NAIL wl 5J16" HEAD <br />i 2 <br />FASTENED PER DIA l 4" O.0 <br />NOTE 2 BELOW 1 h,1. l CCNT VENTED OR SOLID SOFFIT <br />CONT 2x4 NAILED TO FLOCKING NAILED TO TOP <br />BL.00.KING wt 2-12d NAILS {"} CHORD EVERY OTHER TRUSS <br />W 3-12d NAILS. TYP. (") <br />G.C.! BUILDER TO VERIFv!PROVIDI< SOFFIT MATERIAL SPAN CAPACITIES BASED <br />ON I HE DESIGN PRESSL.IRES SPE+(IFIED FCIR COMPONENTS ANU CLADDING <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />2 FOR SOFFIT ATTACHMFNT AT WALL (PER ALPHA ALUM INC. Ft # 16 544 R5 FL <br />P OCUCT APPROVAL) F CHANNEL FASTENED TO: <br />- CN9U w,l T NAIL ,09T" DIA. @ 24' O.C. v%0 5`8" MIN. EMBEDMENT <br />- WOOD wi (31 16 GA. &14"x1/4" CROWN STAPLES r 24" MAX. O.C. IN DIAMOND <br />PATTERN <br />SUB FASCIA w; 16 GA. 34`x1/4" CRC)WN S (APLE I;a) EACH (37140 7VE <br />{ STRUCTURAL SOFFIT <br />SF" 1 SCALE 3,4" -1'•0" (•") FOR ALUMINUM SOFFITS WITH SPANS <br />REV 09 21 2021 , V- t", INSTALL MID SPAN BLOCKING PER <br />THE SOFFIT FL PA INSTALLATION CRITERIA <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 />A, (2) 1Od NAILS @ 8" O.C. <br />O�FRjyq TO TRUSS TOP CHORD <br />+ + �FNGTy PLYWOOD SHEATHING <br />+ + BLOCKING AS <br />+ REQUIRED <br />TO SUPPORT <br />TRUSS + SOFFIT <br />+ + <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />PRECAST LINTEL <br />SEE ELEVATION <br />2X2 #2 P.T. MIN. FOR OVER HANG <br />W/J-CHANNEL SECURED (MAX. 4'-0") <br />@24" O.C. FASTENED TO <br />CMU W/ 3" LONG T-NAILS @ <br />24" O.C. <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" 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 />SCAT F- 3/4 <br />CCC QUGCT rV) Anon <br />z <br />0 <br />LL <br />0 <br />w <br />U <br />D <br />U <br />0 <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED — <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />/—ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />,--2x BAND JOIST W/ FACE NAIL 1 Od <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <br />METAL 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" SDS 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 <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHANG-'..�., <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" F-0" <br />INISH <br />SCALE: N.T.S. <br />• #5 BAR <br />C <br />p a A CENTERED W/ <br />. D•:° .. .AD s H IN TOP c <br />_ KNOCKOUT/ N <br />' ° CHAIR BLOCK <br />MONO FOOTING ( = D <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS —I <br />CLEAN FILL _I a <br />D a. <br />DIRT z <br />STANDARD o <br />0 90' HOOK N <br />#5 BAR IN <br />FILLED CELL , <br />ss- - <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 t 2") <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM A <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. • f Nr <br />#5x6' EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />I i EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />Virtual KOV18W Assls . <br />Plans Review completed and appro <br />for compliance with the 2020 FBC 7th <br />by Debra Anne Klahr PX2300 <br />(2) #5x6' IN CONC. <br />FILLED CELL <br />4" SAW CUT <br />A SECTION <br />1 SCALE: N.T.S. <br />SCALE: N.T.S. <br />fi <br />. <br />-� <br />N <br />• <br />• <br />O` J 0 <br />�/ ° <br />c� <br />M <br />c d'a <br />A 01 05 r <br />o <br />Ln <br />•4�. <br />Q <br />0 <br />0 <br />w <br />0 <br />z <br />Q <br />VI 0) L E <br />o 0 <br />L C so <br />W U <br />M0 <br />N VNINE <br />4► `0 8 <br />p L� B 0 <br />,N L.LI QN y <br />E <br />W L. 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