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N <br />m <br />0 <br />Cm <br />0 <br />i <br />a <br />r- <br />N <br />d <br />CO <br />a <br />J <br />i <br />z <br />i <br />3 <br />N <br />N <br />0 <br />H <br />i <br />0 <br />0 <br />J <br />N <br />N <br />d <br />0 <br />0 <br />0 <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 />P.T. TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />MAX 8„ <br />PROPER INSTALLATION DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)1od @ 6"O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 1x4 1 X 4 <br />#5 REBAR (TYP,) <br />♦ <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1x4 P.T. 3/16" 0 X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" FURRING <br />3-1/4" LONG X 3/16"0 FURRING TAPCONS () <br />#5 REBAR <br />AND NAILED W/ Sd 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. INTO TAPCON @ 16" O.C. & 4" 2X8 <br />STAGGERED @ 16" <br />(TYP,) ♦ ' <br />1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />BLOCK@ SPACING �� O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1 DETAIL <br />PER MANUFACTURE MASONRY THROUGH <br />1-1/2�1 DETAIL 1x8w/(2)ROWS 8dNALS 3" DETAIL <br />`STD. 90• HOOK (TYP,) <br />STD. 90" ♦ <br />2x BAND JOIST W/ FACE NAIL 10d <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. @ „ <br />STAGGERED 12 O.C. <br />FILL SOLID <br />BOTH CELLS HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" DOOR JAMB REFER <br />TAPCON @ 16" 1x4 P.T. ( <br />TO PRODUCT <br />Q <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER <br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT=71 <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />' ♦ <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />x 3-1/2" TAPCON @ 16" 1x4 <br />.. <br />JOIST TYPICAL <br />APPROVAL FOR CONN. 2 ROWS 3/16" x 3-112" <br />() O.C. & 4" FROM EACH FURRING^ <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />" NOTC FIRST COURSE <br />+2 @ <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />' <br />' ♦ <br />w/ (4)1/4xl 1/2" SDS SCREWS <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 />15^ FIRST 2 COURSES NOTCH WEB AT THE <br />TITEN INTO K.O. BLOCK <br />L <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION KH <br />RETROFIT FOR MISSING <br />EMBEDDED STRMN.T. <br />SCALE: N.T.S. SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />A -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 />a <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4 TAPCONS <br />. <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 21/4" 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"x21/4" TITEN = 2150 #) <br />.: <br />2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB 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 2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ' •% <br />SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS <br />BACKSIDE TO FIT ARCH (4)10dNAILSINTO 2x8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR-4ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />DETAILS A DETAILS OR THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION <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 1 112" <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 />(2) 10d4' <br />MAX. RAD. <br />ARCH DETAIL i <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />x 0� TO TR <br />FR/ygN TO TRUSS TOP CHORD <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />CFNO7,y <br />1'-�" 5'-err <br />SCALE: N.T.S. SS <br />12 <br />+ + PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <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 />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> 'b <br />�` <br />EMBEDMENT INTO .) <br />PER NAILING SCHEDULE ILL <br />TO SUPPORT <br />• ° <br />!4" MAX Z-0" 8" <br />TRUSS + SOFFIT <br />+ <br />° . ►: . ; #5 BAR <br />BLOCK HEADER — <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p 1-0" ° p. ° ° ; ' + CENTERED W/ <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP .. <br />► ° "► IN TOP 4 <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />-III_ ° a •' ' KNOCKOUT / N <br />— ; ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />B <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE ) <br />PROVIDE 2x - <br />CONNECTOR <br />i <br />_ <br />MONO FOOTING ► ° • <br />SIZE AND REINF. PER PLAN °• <br />VERT.I BRACES WHEN G TEOF <br />TAPCON ATEA. SIDE <br />T <br />1 tlN AILS(3) <br />SEE LINTEL <br />= <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24 " <br />BUCK- (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY---/ <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />2 x 8 VERT. BRACES <br />() <br />INSIDE TO ALLOW FOR INSULATION ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL .► • <br />DIRT ? Z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />'-0" MAX E N <br />PRECAST LINTEL <br />°: ° STANDARD <br />Q <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN 90' HOOK N <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 41V WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS <br />2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />. .' <br />• : • • • . ` � •, • : •, <br />INSTALL WDW, SCREW --""' <br />CREW <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 />L ✓ �' <br />' " ' ' ' ' ' ' ' ' <br />THRU OSB INTO 2 x 8 <br />O.C. <br />, NK <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />B-B <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" =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 />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"x5" 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 ANCHOR <br />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (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 />1/2" NAILS TO STUDS & (1) - <br />PER ANCHOR <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) <br />(1) #5 BARS CONT. <br />OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />� #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIEDw/ SIMPSON <br />z <br />o <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />COVER 6'-0" <br />EPDXY MIN. 6" EMBEDMENT & ` <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />3" MIN. EDGE DISTANCE <br />v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />o <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />P ° <br />LU a A <br />REINFORCING AS FOLLOWS: = <br />co 1 <br />_' <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT <br />a <br />PRESS PANEL REINFORCING INTO PLACE. <br />v z #5x6' EMBEDDED INTO <br />6" MIN. LAP SPLICE W! <br />> ° <br />- <br />� EXISTING FOOTING (2) #54 IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />` <br />Cn FILLED CELL <br />SMOOTH, DO NO FURROW. `'" <br />° ° :° <br />N DRILL 3/4"x5"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o. . > <br />`. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. " <br />6 MIN. LAP <br />p <br />g <br />\ <br />C. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />NOTE: <br />04 ° V <br />"' <br />REMAIN FREE OF MORTAR. <br />z \ <br />` <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r • ° <br />` <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° ° <br />�_'0 <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 />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 />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 />_ <br />SCALE: 3/4��-1-011 <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 />,•gyp ,....,,,. * �,� <br />G C�1� <br />�O:J O * O d:C� <br />4 <br />~ <br />: W <br />000 •. C�,• <br />�� •. '. �.,,pr,��. <br />Gt i Ei `Es <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 />Residential 0th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Q <br />p _ E N 1p g. <br />Oa <br />0 <br />O * <br />co, M ti m # pNp Lr. <br />a <br />LL OL� LL LL W <br />QW <br />�o,•• aw <br />Wawa' <br />10 Z <br />cLL� <br />C' m m o <br />orm <br />m Q i a <br />a IL <br />Z <br />ILW <br />N p aJ' Q N <br />C14 o <br />Z <br />D <br />V ❑7❑ <br />W <br />z <br />z <br />J <br />tl <br />-J <br />�Q) <br />M <br />Z <br />LL <br />V <br />o a <br />0 O <br />W <br />N <br />c <br />N <br />� <br />Ljj <br /><°° <br />S <br />Cn <br />M <br />mj <br />M <br />= <br />O <br />LL_ <br />EO <br />�O <br />Zf Qh <br />Q�v <br />Q <br />E <br />wi <br />0o <br />0o <br />O E <br />Oa <br />ap <br />rc <br />M <br />0 <br />�Wx <br />C <br />ow <br />zcj <br />J <br />c�m <br />20 <br />U <br />do <br />3 <br />o <br />yLL <br />z <br />€ <br />12 r <br />co <br />Q <br />0 6 <br />�N <br />0Lo <br />= <br />NN <br />L.L <br />d <br />W <br />c� <br />.! <br />CD <br />U <br />00 <br />r <br />^ <br />a <br />0 <br />o <br />O <br />C7 <br />CO <br />O <br />LO <br />-��� <br />Cal <br />rl%- <br />.= <br />= N <br />T <br />04 <br />E <br />r oo <br />CN <br />z <br />O <br />N <br />C <br />f0 <br />a. <br />E <br />0 _j <br />m <br />a o <br />JOB <br />NO: <br />20-3574 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />