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C <br />E <br />1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER <br />1 X4 1/2" DRYWALL <br />MAX. <br />, UNACCEPTABLE INSTALLTION <br />8 <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P T <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />PROPER INSTALLATION ` DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />#5 REBAR <br />(TYPJ <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />1 X 4 <br />3-1/4" LONG X 3/16"� FURRING <br />3/16" 0 X 3" LONG FURRING � " <br />3/16 !?1 X 3-1/2 LONG <br />TAPCONS <br />FURRING <br />#5 REBAR ` <br />TYP, <br />( ) <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16' <br />2X8 <br />` <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1X8 P.T. STAGGERED 16 O.C. <br />@ <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />STD. <br />90° HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRYTHROUGH 1_1/2" DETAIL MASONRYTHROUGH 3" <br />DETAIL <br />FILL <br />STD.90 ` <br />@TOP & BTTM CHORD, AND (8) <br />10d TRUSS VERT. <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS @ <br />WEB <br />3/16" x 3 -1/2" <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />1X4 P.T. <br />NOTE: <br />O.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />ix 4 1/2" DRYWALL <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />` <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAILS <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12" O.C. <br />1 X 4 <br />_ <br />2X8 P.T. WITH 3/16"0 X 3" <br />FURRING <br />+ <br />NOTC @ FIRST COURSE <br />� <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2"SDS SCREWS <br />2x P.T. AS REQ'D <br />LONG TAPCONS <br />2X8 P.T. <br />STAGGERED @ 16 O.C. <br />2X8 <br />' <br />` <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 <br />/411 DETAIL <br />+5� <br />NOTCH WEB AT THE <br />FIRST 2 COURSES ' <br />` <br />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPEN INGS(`CC`,N`wwllwlli,, <br />LED CELL PER <br />FOUNDATION PLAN <br />KH <br />FILLED CELL INSTALLATION <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />mill. SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />( <br />A -A <br />=1610 # FOR 2 STRAPS <br />FILL 1st COURSES <br />SOLID W/GROUT <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />,t 2 0 <br />8 <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1l4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT wl (4)1/4"x1 1/2" SDS <br />a <br />1/2" DRYWALL * <br />"-- <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"x2 1/4" TITEN = 2150 #) <br />4 <br />2 x 8 45' DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B.. ON THE <br />' <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 />CONTACT ENGINEER OF RECORD FOR <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 />d <br />FURTHER INSTRUCTIONS. ' <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 />A T EA. END <br />RETROFIT TRUSS DETAIL <br />' <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHO\\_2M x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />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 />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 <br />ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <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 />IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />X O�FRN TO TRUSS P CHORD <br />ARCH DETAIL <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />+ qN <br />�NC'Ty <br />11-011 51-0" <br />SCALE: N.T.S. <br />SS <br />O.C. 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 />BLOCKING AS <br />INISH FLO <br />2 <br />WITH <br />x 8 BUCK - CONNECT TO BLOCK <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />SECTION <br />ROOF SHEATHING ATTACHED <br />+ <br />+ REQUIRED <br />.° <br />B_B <br />1A" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />° o: <br />° .: .'o #5 BAR <br />> o' <br />2'-0" 8" <br />+ <br />p 10 ° ° CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />b'° <br />9 - <br />°> IN TOP o <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP . ®s <br />EACH TRUSS <br />> • . ° <br />UP 7, a , ' KNOCKOUT / N <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)1 Od <br />CONNECTOR®' <br />° <br />NAILS AT EA. END <br />PROVIDE 2x <br />MONO FOOTING <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />CONT. W/ (3) <br />_ <br />SIZE AND REINF. PER PLAN ' <br />VERT. BRACES WHEN HGT. OF <br />EA. SIDE <br />TAPCBUCK <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />- (AT <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL .> ° ° ° <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 <br />TO BE INSTALLED <br />4'-0" MAX SEE PLAN <br />PRECAST LINTELJ <br />° o <br />BUILT UP PLWD. BUCK - <br />ffTANDARD <br />; HOOK N <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 r <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 <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 `. . • .. . ` ., . s • ., <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />` ��, ' �, , � <br />ssk <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING DETAILS <br />SCALE: N.T.S. SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" = 1'-0" SS <br />SECTION <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 />EXISTING BOND BEAM. <br />EXTENDS TO SILL. <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 />SEE SHEET D2 AND <br />EPDXY CAP TO PREVENT LEAKAGE <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <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 />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />MORE INFO <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />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 />"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 />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />>- <br />� <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <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 />( <br />REINFORCING <br />COVER g'-Owl <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 />3" MIN. EDGE DISTANCE <br />Q <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />U v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° —�—T <br />O <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />--� <br />o o c . <br />v a <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />< a <br />Q <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />* PRESS PANEL REINFORCING INTO PLACE. <br />gD _�_�I-ram <br />#5x6' EMBEDDED INTO <br />6" MIN. LAP SPLICE W/ <br />° -I 11—I <br />— <br />g <br />EXISTING FOOTING NC <br />(2) #5x6' IN CO <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />I I I <br />�r, <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />_... <br />— — <br />LE <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />JT(--7T� <br />GRADE P. o F <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 MIN. LAP <br />p <br />g ° <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />04 ° Q <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />Cl) z <br />~ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />r • o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <br />° <br />` a <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />o . <br />(2) #5 REBAR. MIN. 3' <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />16" MIN. COVER EA. WAY <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION <br />R160 <br />or <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 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" = V-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 />0 -La <br />z� <br />—o <br />z� <br />Q <br />r <br />z <br />V) (D <br />Q) cr) <br />(DIM <br />4-•-j w <br />p <br />0 <br />E <br />c%) _ <br />o <br />C) <br />Lu <br />8 <br />a)M <br />Cl0 cMM <br />T 'd M <br />0 <br />— <br />= Qj <br />win N <br />0 0 <br />L I - co <br />-00 <br />U� <br />U iu <br />y <br />c <br />x <br />d � <br />t=C t7I <br />s O <br />N C H D C <br />D. <br />caN�oT <br />tZZ,� <br />_ <br />VV) <br />`b <br />z <br />1'.-_ <br />Z's. F L. <br />F w <br />ocZi <br />d . <br />UM W I)FESS <br />351 <br />�a,l111111!In <br />1 <br />❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <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 />O 1� <br />> U M O <br />M <br />Q U <br />Q IL <br />F— Q .e <br />QC U ry ' q <br />Q � � <br />Z <br />W <br />oZ <br />�R <br />z d <br />�a <br />wa-� <br />UZO0 <br />lZwLUX <br />2 w p Z <br />J <br />�a0u1 <br />o�io <br />U <br />L <br />FF O <br />2� <br />ZZ <br />p <br />U <br />Z <br />` <br />cy <br />o <br />g <br />'a <br />O <br />J< <br />Q W <br />U <br />= <br />O i <br />J t <br />I— <br />W <br />uJ�OU <br />d <br />OP R <br />ZWz <br />Z <br />wa�E <br />J <br />Lr) <br />LU <br />Q <br />w <br />Z <br />�Zo <br />Lu g <br />N <br />Q�Z <br />Z <br />k <br />Z <br />7u <br />4Z <br />2 <br />ui <br />,-� <br />ill <br />U) <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION N0. <br />4sO <br />SHEET NO. <br />SS <br />--,- T- T ---f - --� - T -- <br />