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1 1 A I LLLLII f 1, Ii 11-1 <br />3 <br />m <br />LO <br />r• <br />L0 <br />N <br />a> <br />x <br />W3 <br />N <br />0 <br />a <br />J <br />0 <br />m <br />r- <br />LO <br />[V <br />O <br />co <br />00 <br />CID <br />0 <br />J <br />0 <br />i <br />0 <br />co <br />0, <br />3 <br />C <br />Q <br />O <br />i <br />1,2 <br />E <br />E <br />0 <br />0 <br />UI <br />i <br />d <br />0 <br />:a <br />V <br />J <br />LZ <br />0 <br />0 <br />0 <br />0 <br />g <br />M <br />m <br />n <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />� UNACCEPTABLE INSTALLTION � <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT P.T. TO PRODUCT <br />MAX. 8" <br />PROPER INSTALLATION DO NOT DO THIS ' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. i <br />APPROVAL FOR CONN. '' j ," / 1 x4 X 4 <br />1x4 P.T. 3l16"?� X 3" LONG i FURRING <br />FURRING <br />` #5 REBAR (TYP,) ' <br />#5 REBAR <br />3/4" PLYWOOD DECKING GLUED <br />AND NAILED W/ 8d COMMON @ <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />3-1/4" LONG X 3/16"0 ;; FURRING TAPCONS (2) ROWS 3/16 x 3-1/2' <br />` ' <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO STAGGERED @ 16 TAPCON @ 16" O.C. & 4" 2X8 <br />(TYP,) <br />` ' <br />BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />PER MANUFACTURE 1 DETAIL <br />'' <br />1O.90° HOOK (TYP.) <br />- <br />2x BAND JOIST W/ FACE NAIL 10d <br />MASONRY THROUGH „ <br />1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� <br />3 DETAIL <br />` <br />STD. 90" <br />_ <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL BOTH OCELLS HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />TAPCON @ 16° 1 x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />, <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL <br />APPROVAL FOR CONN. ix4 <br />/ <br />NOTE: <br />EACH END W/ MIN. TO PRODUCT <br />/ <br />VIL <br />LAP SHEATHING TO <br />DOOR JAMB (REFER <br />TO PRODUCT 2"EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />x 3-1/2" TAPCON @ 16" <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />APPROVAL FOR CONN. ; ; 1x4 <br />/, '"" (2) ROWS 3/16" x 3-1/2" ! i i�' " O.C. & 4" FROM EACH <br />TAPCON 16" O.C. & FURRING @ END <br />MIN. 2' EDGE DIST. <br />, <br />w/ <br />4" FROM EACH END w/ <br />NOTC @FIRST COURSE <br />+2 <br />SIMPSON HGAMIOKTA 12" O.C. <br />@ <br />2x8 P.T. ATTACH SECOND PLY w/ <br />' <br />wl (4) 1/4x1 1/2" SIDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />' ` <br />- <br />- <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. .3-1/4" DETAIL <br />NOTCH WEB AT THE <br />t5" FIRST 2 COURSESLED <br />TITEN INTO K.O. BLOCK <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 />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />A <br />-A <br />UPLIFT CAPACITY _ <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />1610 # FOR 2 STRAPS <br />FILL COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" 8" <br />SOLIDD W/GRour <br />r <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2"SDS <br />• <br />1/2" DRYWALL _ * <br />SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) <br />2 x 8 45" DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <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 />CONTACT ENGINEER of RECORD FOR <br />FURTHER INSTRUCTIONS. <br />• • .. <br />SCRIBE NOTCH <br />(NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />. <br />OVERRAN <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />... <br />INSTALL WDW. SCREW ANCHOR\\_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 />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. INSTALLATION DETAILS OR THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />IF TRUSSES USED W/ 3 #6 X 4'/? WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />NAILS @ 8" O.C. <br />ARCH DETAIL i <br />4' MAX. RAID. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />X TO OV TRUSS TOP CHORD <br />TO TRUSS <br />ERygH <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ (� <br />�OTy <br />11 <br />1'-051-011 <br />SCALE: N.T.S. SS <br />12 <br />+ + PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />i <br />+ + <br />TRUSS COMPANY OR PLAN <br />+ <br />2x6 #2 SYP @ 24 O.C. <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 />� <br />+ REQUIRED <br />„ EMBEDMENT INTO K.) <br />/4 MAX <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />° .: ° �: <br />0 . #5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />5 12d NAILS SIMPSON <br />() <br />+ <br />CENTERED W/ <br />D ,° ' IN TOP ' <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 8d NAILS (10) <br />2X4 SYPy <br />EACH TRUSS ' <br />o <br />• .d .' • KNOCKOUT / iv <br />I <br />:� ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ 2 10d <br />O <br />_ <br />CONNECTOR °�� ° <br />� ' p• <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />MONO FOOTING ° <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />- <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° <br />CLEAN FILL ° <br />2 x 8 VERT. BRACE(S) <br />INSULATION <br />INSIDE TO ALLOW FOR INSU <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />.► <br />DIRT Z <br />INSTALLED <br />TO BE S <br />2 <br />4'-0" MAX SEE PLAN <br />PRECAST LINTELJ <br />STANDARD <br />•°.•. ° STANDARD o <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 />a HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4 MAX. RAD. <br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4' 0") <br />: • . .- % j..� <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />•° <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />SHALL NOT BE FRAMED AS Q.C. <br />�'��Sk <br />ANCHOR INTO ARCH BLKG. <br />HIP. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B_g <br />ARCH DETAIL K <br />DESIGNED ONLY FOR THE SECTION @ ENTRY L <br />SECTION @ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SrJ <br />INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" <br />SS <br />SCALE: 3/4" =1'-0" <br />SS <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />AND METAL ROOF FINISH <br />SCALE: 3/4" = 1'-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. AT <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <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 />HOOKED DOWEL <br />SEE SHEET D2 AND <br />EPDXY CAP TO PREVENT LEAKAGE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP <br />FLOOR PLAN FOR <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL <br />MORE INFO <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR <br />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />BLOCK IT MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <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 />5/8" DIA. ALL THREAD ROD <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) <br />TOP WITH MIN. 3" OCCURS <br />EPDXIED w/ SIMPSON "SET" a <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER 61-0" <br />EPDXY MIN. 6" EMBEDMENT & <br />o <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />3" MIN. EDGE DISTANCE <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />'� v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />e ; o <br />a <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />_ — <br />U <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />pD e — �-r <br />J <br />#5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />��6" MIN. LAP SPLICE W! <br />o ° —_ _I <br />v z <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />_ _ <br />cn N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />n _° <br />° — <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE >. o <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />° <br />�. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: <br />M <br />` \ <br />REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. <br />� g <br />` <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />° <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />, <br />SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ <br />° (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />16" MIN. COVER EA. WAY <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />j 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 />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />SCALE: 3/4" =1'-0" <br />SCALE: 3/4" =1'-0" <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />�c��f9SSl/, <br />.�`;�•,�xr l/ESA, <br />\i,, �, <br />•�-� • <br />• <br />,tea <br />_ \ ��'J <br />f <br />•� <br />•l.l <br />r��%� ,1.. <br />�' d `..7 �Y <br />w � \``fit <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building <br />Code - <br />Residentlal 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />... ... ... 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