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I L ,, I r ii I <br />3 <br />-v <br />Q <br />C <br />LO <br />to <br />00 <br />0 <br />I <br />LO <br />rn <br />s <br />CD <br />0 <br />J <br />0 <br />00 <br />I <br />0 <br />w <br />,o <br />i <br />3 <br />a <br />N <br />0 <br />a <br />E <br />0 <br />/ <br />4> <br />LZ <br />0 <br />U <br />A) <br />0 <br />a <br />0 <br />LZ <br />0 <br />N <br />N <br />0 <br />0 <br />n <br />N <br />0 <br />LO <br />C <br />0 <br />0 <br />N <br />1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />1x4 1/2" DRYWALL DOOR JAMB (REFEjq <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. <br />MAX 8„ <br />PROPER INSTALLATION DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR C <br />APPROVAL FOR CON N. 1 x4 <br />1 X 4 <br />` #5 REBAR <br />(TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />ifx4 P.T. 3/16"� X 3" LONG FURRING <br />3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3/16" x 3-1/2" <br />TAPCONS <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON 16" O.C. & 4" <br />TAPCON. INTO STAGGERED @ 16"x <br />2X8 <br />(nP') <br />` <br />' <br />P.T. FROM EACH END w/ MIN. <br />BLOCK@ SPACING "� �� DETAIL O.C. 2-ROWS INTO <br />2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE MASONRY THROUGH „ <br />1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� <br />3 <br />DETAIL <br />`57D. <br />STD. 90^ ` �� <br />90° HOOK (TYP.) <br />2x BAND JOIST WI FACE NAIL 10d <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. <br />@ <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />TAPCON @ 16" 1x4 P.T. x 3 -1/2" DOOR JAMB (REFER <br />TAPTO PRODUCT <br />O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 YWALL <br />DOOR JAMB EACH END W/ MIN TO PRODUCT <br />/ <br />/ 17>4 <br />LjjL *4 F7 <br />METAL SEAT PLATE <br />NOTE:TO <br />AP SHEATHING <br />LBOTTOM <br />(REFER APPROVAL FOR CONN. i ! „ <br />TO PRODUCT 2" EDGE DIST. �,/ 2x8 P.T. w/ (2) ROWS 3/16 <br />OF D <br />/ x 3-1/2" TAPCON @ 16 <br />APPROVAL FOR CONN. , „ „ <br />/ / (2) ROWS 3/16 x 3-1/2 �/j O.C. & 4" FROM EACH <br />1x4 <br />JOIST TYPICAL <br />TAPCON 16" O.C. & „ <br />@ END w/ MIN. 2 EDGE DIST. <br />4" FROM EACH END w/ <br />Fkl/2"DI <br />FURRING <br />+2„ <br />NO @ FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />2x8 P.T. ATTACH SECOND PLY w/ <br />' <br />w/ (4) 1/4xl 1/2" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1Odx3" x <br />I <br />` <br />— <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" <br />DETAIL <br />±5" <br />NOTCH WEB AT THE <br />FIRST 2 COURSES ' <br />` <br />K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN FILLED CELL INSTALLATION <br />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. <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />A <br />-A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. <br />= 1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" 8" <br />SOLID W/GROUT <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 />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 />FURTHER wsTRucTIONs. CONTACT ENGINEER of RECORD FOR <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />OVERHAN <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />, <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />4- <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 <br />(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 REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />NAILS @ 8" O.C. <br />ARCH DETAIL J <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) wif , <br />x 0� TO TRUSS TOP CHORD <br />TO TRUSS <br />FRHgN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ C� <br />lIIOTN <br />1 r-0rr 5t-O" <br />SCALE: N.T.S. SS <br />12 <br />+ + PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY , <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />+ + BLOCKING AS <br />° <br />„ „ <br />WITH 1/4 x 31/4 TAPCON (1 1/4 MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° >.. <br />/4" MAX 2,-0„ 8„ <br />TRUSS + SOFFIT <br />° . ti . > ' ' <br />#5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />() SIMPSON <br />5 12d NAILS <br />+ <br />+ <br />p 10 ° ° ° <br />` <br />CENTERED W/ g <br />IN TOP <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP ... <br />> ° <br />4 <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />e . ' <br />KNOCKOUT / N <br />/DE <br />_ ° <br />° <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d <br />•� <br />CONNECTOR <br />_ <br />y <br />PROVIDE 2 x 8 DIAG. BRACE BT NAILS AT EA. END <br />PROVIDE 2 MIN. <br />2x <br />PROVO CONT. W/ (3) <br />MONO FOOTING ° <br />•s, ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />„ <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <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 />N FILL :► °. ° <br />2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION <br />() <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT 6 <br />z <br />TO BE INSTALLEDJSTANDAR <br />BUILT UP PLWD. BUCK - <br />4'- ' M SE PLAN <br />PRECAST LINTEL <br />; ° ° 90' HOOK D 4 <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS 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 />-' �• % `� '� `� �� " `� ' �'� � <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />B-B <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" = 1'-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" = V-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 />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <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 />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />DRILL 3/4"4" MIN. HOLE SET BAR IN <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <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 <br />ANCHOR <br />x 1 <br />SIMPSON2" <br />MUST BE PACKED WITH NON -SHRINK GROUT <br />(USUALLY ± 2" ) <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <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 />1/2" NAILS TO STUDS & (1) - <br />NAILHTT4 U S & (1) <br />5/8" DIA. ALL THREAD ROD <br />} #5x6 EMBEDDED INTO EXISTING BOND BEAM <br />PER ANCHOR <br />E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" > <br />a <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( REINFORCING <br />COVER 6'-p" <br />EPDXY MIN. 6" EMBEDMENT & <br />o <br />a <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 NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />o <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; v <br />v n <br />REINFORCING AS FOLLOWS: <br />LL a 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT <br />pp a <br />— <br />#5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ <br />> ° Tll- — - <br />EXISTING FOOTING <br />(2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />��Tr <br />n ° III�IT <br />vai in <br />"' <br />FILLED CELL <br />, <br />DRILL 3/4„ x5„ MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE 0, > <br />SET BAR IN EPDXY <br />. <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP <br />p . a <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: <br />04 <br />`e) <br />REMAIN FREE OF MORTAR. <br />z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r g <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />4" SAW CUT <br />SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ ' (2) #5 REBAR. MIN. 3" <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.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. COVER EA. WAY <br />SECTION <br />A <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 />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 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 />Lei <br />,,;�=,• F, ��.C� VV,/y,, <br />I C '•• <br />u <br />r <br />•• ' N <br />Lei <br />Q�G�F cw <br />Sy <br />, 0�— <br />ESS�O�\ <br />11l//lllliilt`'�\\\ <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 2017 <br />Florida Building Code - <br />Residentiel 6th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />H <br />Q <br />o EE <br />8 N N # <br />N <br />U:3rn�Z <br />Lo V <br />rg, LL <br />J # w <br />t <br />r d <br />C, ILL <br />C <br />N -, '! Lu N <br />��y a wa <br />= <br />r m p ~ <br />WW <br />' m <br />a <br />LL <br />r�i�pjOi a <br />2 5 <br />o <o <br />O <br />N r� Q U o _5 <br />_'.:. 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