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3 <br />-o <br />a <br />N <br />N <br />LO <br />r- <br />0 <br />O <br />J <br />ao <br />00 <br />I <br />N <br />Q <br />2 <br />LO <br />r` <br />C) <br />00 <br />I <br />N <br />> <br />C <br />v <br />v <br />i <br />C <br />Q <br />N <br />O <br />n <br />E <br />O <br />S <br />`v <br />C <br />i <br />y <br />N <br />0 <br />U <br />vv <br />0 <br />U <br />U <br />.0 <br />CL <br />0 <br />v <br />0 <br />J <br />LZ <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />, INSTALLTION <br />DOOR JAMB (REFER TO PRODUCTNACCEPTABLE <br />TO PRODUCT P.T. TO PRODUCT <br />PROPER INSTALLATION MAX.MAx. 8 DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ I O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 1x4 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 />1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING <br />3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 <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 />TAPCON. INTO TAPCON @ 16" O.C. & 4" 2Xg <br />STAGGERED @ 16' <br />(TYP,) <br />` ' <br />1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO <br />1 DETAIL 2" EDGE DIST. ATTACH <br />Zx BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� <br />3 DETAIL <br />`;`fD. 90° HOOK (TYP.) <br />STD. 90' ` <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID HOOK (TYP.) <br />BOTH CELLS <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL <br />APPROVAL FOR CONN. 1x4 <br />NOTE: <br />EACH END W/ MIN TO PRODUCT <br />DOOR JAMB (REFER/7/ <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />` <br />JOIST TYPICAL <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" 1x4 <br />() O.C. & 4" FROM EACH <br />FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />NOTC @ FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />+2„ <br />' - <br />w/ (4) 1/4xl 1/2" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />` <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />NOTCH WEB AT THE ' <br />+5� FIRST 2 COURSES ` <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. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A <br />-A <br />= 1610 #FOR 2 STRAPS <br />':.; FILL list 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />7Y 2'-O„ 8" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. O <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />d <br />SIMPSON HM9KT w/ (4)1/4"xl 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 />d <br />2 x 8 45' DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT 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 DrAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ' d d <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />° <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />•, <br />N.T.S. <br />' d <br />INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />d' <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <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 ARCM <br />IF TRUSSES USED W/ 3 #6 X 4'/2' 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 <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />� <br />X 0TO TRUSS <br />TO TRUSS TOP CHORD <br />FRygN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ <F <br />NOTN <br />1 r-0rr 5'-011 <br />SCALE: N.T.S. SS <br />12 <br />+ + PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ +OlLf <br />INISH FLO <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 />+ REQUIRED <br />T IN <br />/4" MAX EMBEDMENTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° • ° ; o.. #5 BAR <br />2-0 8 <br />TRUSS + + SOFFIT <br />eD o' 1o„ ' p •° 4 <br />CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) 12d NAILS SIMPSON <br />+ <br />6 <br />a, 9 H IN TOP - <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP r ®s <br />EACH TRUSS <br />b <br />e ° ' , <br />KNOCKOUT / i�l <br />> Ell. <br />— " BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />s' � <br />CONNECTOR <br />ICHAIR <br />MONO FOOTING j •, e. • . , ° <br />(3) <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 -I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />7 <br />JACK TRUSS PROVIDED BY--/ <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON TI <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL •e A. ° <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT Z <br />TO BE INSTALLED <br />00, <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />LINTEL <br />°'. ,SCRIBE <br />°ffTANDARD oPRECAST <br />(NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR INHOOK N <br />I <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4Yz" 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 />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />. , It., . _ ., <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />El <br />4 MAX. RAD• <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />_ <br />.=.• �.- s• •.- s• • �.- s• •.- s• <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS <br />B-B ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-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"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 <br />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 />10) x 1 <br />SIMPSON2" <br />MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" <br />( ) <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 L STUDS & (1) - <br />NAILHTT4 U S <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" <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER 6 <br />EPDXY MIN. 6" EMBEDMENT & ` <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />_p� <br />3"MIN. EDGE DISTANCE <br />g <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />'' I <br />p U <br />NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° <br />c c4`7 <br />LU a <br />A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />=�-1= <br />I¢ a <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />P'. ° =L <br />I-- <br />PRESS PANEL REINFORCING INTO PLACE. <br />° j-- <br />#5x6' EMBEDDED INTO <br />EXISTING FOOTING <br />MIN. LAP SPLICE W/ <br />, <br />(2) #5x6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />I <br />- <br />Cn � <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />o ° I (=1-I j, <br />—I I <br />N <br />IIII DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o. JI fl l- <br />T;:. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP <br />p <br />� °' <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />NOTE: <br />° <br />i� p <br />REMAIN FREE OF MORTAR. <br />Cl) z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r • o <br />` <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° ° <br />a <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 />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 MAY BE INSTALLED IN ANY OPENING. <br />SCALE: 3/4 = 1-0 <br />„_ <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 />ov wtv <br />C14 <br />® U <br />0° <br />' <br />S <br />F L <br />40� 0FE S 1. Q <br />S <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spec cations contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4 <br />�E <br />O 0 8 N CO Gp <br />N iL <br />♦� <br />0 <br />(o J <br />64 <br />w co LL. <br />N <br />- <br />J* W <br />7 <br />Q <br />W N -C <br />m LL ii a a iY <br />t7 <br />Z <br />J Z 0 <br />m c v C C t- <br />-° o 0 O <br />N (fl fd <br />Z <br />us <br />co O a' ❑ <br />c`') <br />O <br />- <br />N Q U. J <br />01 ❑❑❑ <br />W <br />o c, <br />z So <br />z o <br />V) <br />M <br />z v <br />�'1� <br />cD o <br />T <br />c.0 L <br />° <br />j <br />0 <br />N <br />�N <br />w o <br />c w <br />U <br />,- _Ep <br />L 8 <br />ill <br />U o o <br />c w � <br />N m <br />i0 <br />sm <br />CD <br />M <br />w <br />M <br />J <br />z <br />o <br />z <br />LA_ <br />LZ 0 <br />y ¢ <br />z o <br />w 0 <br />y N <br />z¢N <br />o a <br />H <br />o E <br />N fa <br />R� <br />o¢ <br />as <br />Qo <br />o< <br />&Z <br />w w <br />'Qo <br />Cn C SO <br />_ C <br />o <br />o < <br />hm <br />m� <br />o r <br />z <br />>z <br />a)<m <br />>? 3 <br />o�d <br />w ¢ <br />go <br />d <br />�w <br />U <br />ao <br />o <br />az <br />w< <br />>° <br />c.0 <br />V <br />za <br />a ti <br />o3 <br />•� N <br />� <br />^L1 <br />C <br />CD <br />N <br />12 <br />W <br />.� <br />cc <br />Lid <br />� <br />'— <br />r <br />li— <br />Q <br />OL <br />O <br />m <br />co <br />�/ <br />N <br />�TT.1• <br />VV/ <br />O <br />o <br />.� <br />N <br />T <br />T <br />TLO <br />N <br />T <br />00 <br />N <br />o <br />m <br />Z <br />T <br />E O <br />N <br />Z <br />co <br />E <br />°? <br />c <br />JOB <br />NO: <br />201­8071 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />1T-----T-1 T1 Ii H 11-1 -j ,i- 7F-7— - <br />