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I I I 1 II 1 1 II III1P' I 1 <br />1 <br />3 <br />i <br />z <br />z <br />C, <br />r <br />a <br />c <br />c. <br />I <br />a <br />a <br />z <br />T <br />2 <br />�C <br />C <br />a <br />I <br />OC <br />Ck <br />a <br />T <br />T <br />S <br />r <br />C <br />3 <br />e <br />c <br />a <br />C <br />a <br />Ez <br />C <br />E <br />V <br />E <br />a <br />a <br />C <br />C, <br />« <br />v <br />4 <br />M <br />Q <br />M <br />1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 r1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />MAX. 8' <br />DOOR JAMB (REFER TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 L <br />DO NOT DO THIS <br />PROPER INSTALLATION ` ' <br />2"x BOT. PLATE W/ (2)10d @ 6" o.C. <br />FOR CONN. DETAILS FOR CONN. DETAILS <br />FOR CONN. DETAILS 1 X 4 1 X 4 <br />` #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4' <br />1 X 4 3/16"0 X 3" LONG FURRING n „ FURRING <br />if 3/16 0 X 3-1/2 LONG <br />#5 REBAR ` ' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />3-1/4" LONG X 3/16"0 TAPCONS <br />(NP,) <br />TAPCONS STAGGERED 2X8 <br />TAPCON. INTO STAGGERED @ 16" <br />` ' <br />1X8 P.T. STAGGERED @ 16" O.C. 1X811 <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO <br />1 DETAIL 2-ROWS INTO <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 11 <br />3 DETAIL <br />D. 90 HOOK (TYP.) <br />STD. 90" ` If <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS HOOK (TYP') <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />ETAL SEAT PLATE <br />MLJIL <br />TAPCON @ 16" 1 X4 P.T. <br />O.C. & 4" FROM 3/16" x 3 -112" DOOR JAMB (REFER 1/2" DRYWALL <br />1 X 4 <br />L 4% <br />NOTE: <br />LAP SHEATHING TO <br />EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />DOOR JAMB {REFER { <br />DIST. <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE TO SHT. SDW2-K1 CONN. DETAIL <br />JOIST TYPICAL <br />FOR CONN. DETAILS / FOR CONN. DETAILS % / 1 Od @ 12" O.C. FURRING <br />J <br />2X8 P.T. WITH 3/16"0 X 3" <br />' +_2 NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />LONG TAPCONS <br />2X8 P.T. 2X8 <br />2x P.T. AS REQ'D STAGGERED @ 16" O.C. <br />` <br />INTO BAND JOIST & 4)1REWS <br />/4"x2 3/4" <br />2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />` <br />+5" NOTCH WEB AT THE <br />FIRST 2 COURSES <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />PLAN <br />FOUNDATION <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. <br />INFO SCALE: N.T.S. <br />sCALE.N.T.s. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY 0 <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A <br />_ 1610 # FOR 2 STRAPS <br />FILL 1st COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'4" 8" <br />SOLID W/GROUT <br />e <br />,r <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 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 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 />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 />OVERHAN , <br />BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 AT EA, END <br />RETROFIT TRUSS DETAIL <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN <br />ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 <br />a <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 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 />TRUSS AS SHOWN FOR O.H. UP TO Z-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 />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD <br />(2) 10d NAILS @ 8" O.C. <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />k0V <br />FRygN TO TRUSS TOP CHORD <br />ARCH DETAIL <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />SCALE: N.T.S. SS <br />O.C. 12 <br />+ <br />+ + �FNOT <br />M PLYWOOD SHEATHING <br />�_ 11 �_ �� <br />1 0 5 0 <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />+ + <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />INISH FLOQR <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />+ BLOCKING AS <br />+ <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B <br />ROOF SHEATHING ATTACHED <br />ALL <br />REQUIRED <br />> • ' , <br />'. <br />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE <br />TO SUPPORT <br />°. • >: #5 BAR <br />/4 MAX 2-0 8 <br />TRUSS + SOFFIT <br />► o „' ' P p ° <br />1.0 g <br />, BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />( 5) 12d NAILS SIMPSON <br />+ <br />• d ° . CENTERED W/ <br />p' <br />an H IN TOP <br />1 X 4 FURRING BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP • . <br />EACH TRUSS <br />b <br />�' ° n .� . .� � � KNOCKOUT / c:1 <br />- ° CHAIR BLOCK <br />s <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1Od <br />CONNECTOR °�® <br />tY <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B _ <br />PROVIDE 2 MIN. <br />O <br />PROVIDE x <br />RO 2 - <br />CONT. W/ <br />C (3) <br />MONO FOOTING <br />0 0 0 NG .• • <br />- •a e' ° <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4 „ <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />JACK TRUSS PROVIDED BY <br />_ <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEASCHED. <br />N FILL <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT4 z <br />TO BE INSTALLED <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD <br />s�'. Q <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ' 96 HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL - '�� <br />°�° <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 />@ <br />(MAX. 4'-0" ) <br />.: ° , �• �. , It -1 101, <br />' <br />BTWN. OSB ARCH FACES WI (4)10d NAILS EQUAL EQUAL <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />°; <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 <br />O.C. <br />°°� °� ° Sk <br />ANCHOR INTO ARCH BLKG.STEMWALL <br />FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />B B <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSIONrm_�� <br />REINF. PERLAN AND STEMWALL <br />_ <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 <br />ANCHOR <br />x 1 <br />SIMPSON2" <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 />"SQUEEZED" <br />W.W.M. AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <br />NAILHTT4 U S & (1) <br />COURSES TO PREVENT THE MORTAR FROM BEING 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 />PER ANCHOR <br />E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) <br />g <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET' <br />z0 <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( REINFORCING <br />COVER 6'-0" <br />EPDXY MIN. 6" EMBEDMENT & \ ` <br />fn <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />F.F. <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 />u- t'-I <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />O v <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o o n <br />w a <br />A <br />REINFORCING AS FOLLOWS: <br />a <br />1 <br />SEALANT <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />_ <br />#5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6"MIN. LAP SPLICE W/ <br />o ° <br />z <br />Q <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 />e ° <br />\ \ <br />DRILL MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE <br />` <br />SET BARR INN EPDXY . <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: <br />`� ° p <br />Cl) <br />` \ <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />_ <br />C,g \ o <br />\ <br />\ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />° <br />\ <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° <br />a <br />4" <br />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.of 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 <br />FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. <br />= <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 />z 8 <br />z�z <br />Q <br />Ul C <br />Q) <br />(3)4--J u, <br />� o <br />0 LLi <br />C/ <br />E <br />.� N i- <br />m <br />U <br />U-i <br />E <br />— 88 <br />rn'th <br />C f0 Cl) <br />so <br />oCD <br />L/ <br />C e <br />LO O. v <br />aC, <br />�Qo <br />A <br />B <br />i <br />D® <br />N c " D c <br />; <br />rrrr <br />� ♦ •('tea <br />� ao <br />lu <br />To the best of the Engineer's oMoldofa', and <br />belief, the structural plans and specificA18 g iontained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z <br />0 <br />I>-IV)MO <br />z <br />M <br />Q 'gyp Ln <br />a cn•L� <br />Z5 N <br />C a <br />fl. � <br />z <br />fn <br />� V a .-•I <br />O <br />Q <br />z E <br />Z <br />W <br />J � <br />V, <br />w� <br />Za <br />W� <br />rzz0 <br />Q <br />Z �ZEzz <br />O�ul <br />V© <br />z <br />OU <br />= <br />U) <br />-J <br />Z <br />LC f <br />IS <br />d <br />Q�� <br />W <br />o0. <br />Z <br />J <br />Ln <br />Q <br />Z <br />oe Z <br />N <br />o <br />N <br />Z <br />Z <br />o <br />m <br />O <br />06 <br />Lu <br />2 <br />aW <br />rn <br />,—I <br />a <br />cn <br />f <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO" 4nO <br />SHEET NO. <br />SS <br />