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■�Mnl IIrs lklmu,u <br />1 NNIIe INlNIr Ip II111NINM1�!•NNIIN <br />cm <br />a <br />N <br />N <br />v <br />v <br />N <br />0 <br />0 <br />i <br />N <br />TJ" <br />a <br />C <br />N <br />0 <br />0 <br />J <br />t2 <br />0 <br />i <br />i <br />C <br />0 <br />CV <br />O <br />i <br />S.. <br />E <br />fA <br />N <br />E <br />0 <br />0 <br />c� <br />0 <br />0 <br />0 <br />4 <br />a <br />0 <br />v <br />0. <br />ti <br />N <br />N <br />CV <br />0 <br />a <br />0 <br />n <br />N <br />0 <br />w <br />0 <br />m <br />0 <br />1x4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1x4 ( <br />1x4 1/2" DRYWALL <br />, <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />PROPER INSTALLATION MAX. <br />8 <br />D0 NOT DO THIS <br />2"x JOT. PLATE W/ (2) 10d @ 6" o.c. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. APPROVAL FOR CONN. <br />lx4 <br />1 X 4 <br />` #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM 8d 4" <br />1x4 P.T. <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16"0 X 3 LONG FURRING 2 ROWS 3/16" x 3-1/2" <br />FURRING <br />#5 REBAR <br />(TYP) <br />` ' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />PLATE W/ @ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS TAPCON 16" O.C. & 4" <br />STAGGERED @ 16° <br />2X8 <br />` <br />BLOCK@ SPACING �� <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS <br />3 <br />�� <br />DETAI L <br />STD. 90A <br />STD. 90° HOOK (TYP.) <br />` �I <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />BOTHFILL �EILDLS <br />HOOK (TYP.) <br />BE NAILS 10d @ TRUSS VERT. <br />FACE <br />3/16" x 3 -112" <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1x4 P.T. TO PRODUCT44 <br />J/ <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />2" EDGE DIST. <br />TO PRODUCT <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16IL <br />JOIST TYPICAL <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. <br />J <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />1x4 <br />FURRING <br />— <br />TAPCON @ 16" O.C. & END w/MIN. 2"EDGE DIST. <br />NOTC @ FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />SI <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' ±2" <br />(PSON1 1/2" SDS SCREWS <br />SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />` <br />INTO BAND JOIST & (4) 3!4" <br />2x DETAIL <br />2 114" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />+5n <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />` <br />TITEN INTO K.O. BLOCK <br />"'OVERSIZE DOOR -WINDOW ROUGH OPENINGS �cc <br />BUILDOUT @SCALE: <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. <br />A_A <br />= 1610 # FOR 2 STRAPS <br />FILL 1St4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLIDW/GROUT <br />R Z-0" <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />° <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" SIDS <br />° <br />1/2" DRYWALL * <br />SCREWS & (5)114" 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"x2 1/4" TITEN = 2150 #) <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 />° <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! STRUCTIONS.° <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />OVERRAN <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 />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR ARCH 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 <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 1 112" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />IF TRUSSES USED W/ 3 #6 X 4WOOD <br />) () "/s" <br />* DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REGD. <br />START OF ARC <br />@ 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 />k0� <br />ERygN <br />TO TRUSS TOP CHORD <br />TO TRUSS <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />`� <br />�GTiy <br />11_011 51_011 <br />SCALE: N.T.S. <br />SS <br />12 _ <br />+ + <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 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ <br />+ BLOCKING AS <br />e <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> <br />EMBEDMENT INTO K.) <br />/4„ MAX <br />PER NAILING SCHEDULE <br />ALL <br />TRUSS <br />TO SUPPORT <br />° • : e : ' P: ; #5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />T-O" 8" <br />(5)12d NAILS SIMPSON <br />+ SOFFIT <br />+ <br />► . o �'° : . n P 4 <br />p 9 10 ° ` e ; CENTERED W/ <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP <br />. ®s <br />o • . ° IN TOP o <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />_ o KNOCKOUT / <br />e CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2 <br />CONNECTOR <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. ENDD <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 -I <br />BRACE EXCEEDS 24° <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BYJ <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON TI <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° 01 <br />CLEAN FILL e <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 />.e • <br />DIRT 6 z <br />TO BE INSTALLED <br />or <br />000' <br />BUILT UP PLWD. BUCK- <br />PRECAST LINTEL <br />e'. 1 <br />°ffTANDARD o <br />10 4'-0" MAX SEE PLAN <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />> HOOK N <br />#5 BAR IN I <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 <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 />V <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />4' MAX. RAD. <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 />��'�`�', ���'� ' ���'Sk <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />SECTION @ENTRY L <br />SECTION @ROOF <br />EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />e-e <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" =1'-0" <br />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 />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 />HOOKED DOWEL <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 <br />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 />SIMPSON HTT4 w/ (18)1pd x 1 <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 />"SQUEEZED" <br />W.W.M. AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />(1) #5 BARS CONT. <br />TOP WITH MIN. 3" OCCURS <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" <br />z <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6.0 <br />EPDXY MIN. 6" EMBEDMENT & <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F.F. <br />¢ <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />3" MIN. EDGE DISTANCE <br />III <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />p v <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, P' P <br />v a <br />A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />—��T�' <br />y� <br />LL ate. <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />':,, ,.: <br />T': <br />' —7f fir— —M—I= <br />III —�f I <br />g <br />J <br />, <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />— r <br />v ? <br />#5x6 EMBEDDED INTO <br />EXISTING FOOTING 2 #5x6' IN CONC. <br />F F PANEL REINFORCING WITH PIER HALF 0 MORTAR BED AND TROWEL <br />COVER G U L E AIII <br />REINFORCING PANEL <br />° .: m <br />cn N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT <br />o — — _ <br />DRILL 3/4"x5"MIN. HOLE <br />- <br />=.'A'';, ' ';'~:" <br />GRADE D' " :. n�m- <br />I <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 MIN. LAP <br />b <br />°' <br />�• : O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />CN ° .p <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />`' z \ <br />`. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />T o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />e ° <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />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 />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 <br />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 />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 />I <br />r <br />ti ��,•� <br />•p htiJL r <br />p <br />s ; <br />• n\ <br />FL �;•' <br />Q, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 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 />W E <br />g <br />a r,OD <br />/ _ <br />I Q <br />N ca <br />N <br />0 0 0 a <br />U M C", C', <br />S• ul <br />0 J <br />W LL LL <br />is LL N <br />u- -uj a. a- <br />r'. <br />Q emu <br />as iro <br />' Z m <br />13 o <br />Y <br />Oqg <br />C A R <br />i�Z <br />.2 <br />j W mo�CO <br />2, <br />ag¢o <br />}, z oF_N p <br />"^ N Q c'7 z <br />LZL <br />Wo NSg� <br />U 0 J 2 <br />°d <br />❑O❑❑ <br />W <br />N O <br />z <br />z N <br />� <br />Q <br />� N <br />M <br />Z � <br />o <br />Q) <br />4-J � s <br />� 111 g <br />V <br />0 r-{J F- <br />,0 N R <br />1�1 <br />