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:s <br />0 <br />r- <br />N <br />I <br />00 <br />i <br />00 <br />L0 <br />eq <br />N <br />.Z <br />0 <br />J <br />t2 <br />I <br />z <br />i <br />3 <br />N <br />S <br />E <br />E <br />iy <br />N <br />0 <br />i <br />00 <br />DOOR JAMB 1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 j�1/2" DRYWALL DOOR JAMB (REFER <br />-1 X 4 1/2" DRYWALL <br />� UNACCEPTABLE INSTALLTION <br />� <br />(REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 FOR HT. SDN. DETAILS <br />MAX 8„ <br />PROPER INSTALLATION � DO NOT DO THIS <br />' <br />2"x BOT. PLATE W! (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />#5 REBAR <br />(TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />3-1/4" LONG X 3/16"� FURRING <br />3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />TAPCONS <br />FURRING <br />#5 REBAR <br />�P') <br />I <br />AND NAILED W/ 8d 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 <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />` <br />' <br />BLOCK@ SPACING n <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 �211 DETAIL MASONRY THROUGH 1' <br />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. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />I 3/16" x 3 -1/2" <br />TAPCON @ 16" <br />1X4 P.T. <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />NOTE: <br />EACH END W/ MIN <br />DOOR JAMB (REFER <br />DOOR JAMB (REFER TTAPCON TO SHT. SDW2-K1 FOR <br />LAP SHEATHING TO <br />TO T. DW - 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />i 10d @ 12" O.C. <br />1 X 4 <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />±2 " <br />NOTC FIRST COURSE <br />SIMPSON HGAM10KTA 12" O.C. <br />LONG TAPCONS <br />2X8 P.T. <br />2X8 <br />' <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />STAGGERED @ 16" O.C. <br />' <br />` <br />INTO BAND JOIST & (4)1AN2 3/4" <br />2x DETAIL <br />21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 <br />/4" DETAIL <br />+5" <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />TITEN INTO K.O. BLOCK <br />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS �CC <br />LED CELL PER <br />SCALE: N.T.S. <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SS <br />SCALE: 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 />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 2'-0" <br />8" <br />. SOLID W/GROUT <br />1 PLY PRE-ENGINEERED TRUSS <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" 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"x2 1/4" TITEN = 2150 #) <br />; <br />2 x 8 45" DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUTOUT 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 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. . <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />' <br />' <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN ` <br />, <br />'- <br />CONNECT WI 8d NAILS BRACE/ BLKG. <br />N.T.S.INSTALL <br />•" ♦ <br />WDW. SCREW ANCHOjm\\-2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W410d NAILS THRU OSB INTO 2 x 8 () PROVIDE TAPCON WITHIN <br />, <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />2 X4 #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 <br />ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />4' MAX. RAD. <br />rT�_WALL <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(2)10d NAILS @ 8" O.C. <br />FRIygN <br />ARCH DETAIL <br />USE (3) 1/4' X 31/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <br />+ �F/VG <br />TN PLYWOOD SHEATHING <br />1_ �� 1- 11 <br />1 0 5 0 <br />JACK TRUSS PROVIDED BY SEE <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ BLOCKING AS <br />WISH <br />WITH 1!4" x 31/4" TAPCON (1 1l4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />► <br />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />• <br />►. <br />/4" MAX <br />„ „ <br />2-08 <br />TRUSS + SOFFIT <br />+ <br />. • ► ► #5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p 1'0„ ° D. ► • . * CENTERED W/ <br />H <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP .. <br />► 1+ IN TOP c <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />► d .' ' KNOCKOUT / <br />�� : ' CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 <br />O 10d <br />,• <br />CONNECTOR � <br />� b • <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />. <br />MONO FOOTING ° <br />•, '_ ► <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <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 <br />MIN. OF START OF <br />TRUSS COMANY OR 2x4 <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24PO.C. <br />ENTER SO IT <br />CLEAN FILL ► • • <br />DIRT a _z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />- 'MAX SE <br />PRECAST LINTEL <br />°• . • STANDARD ep <br />T <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ! 9U HOOK c� <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4YV WOOD <br />FOR OVER HANG <br />FILLED CELL � <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 />(MAX. 4'-0") <br />• <br />It. �� . " <br />• ` •• • ' Val, <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" <br />, It . <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 <br />O.C. <br />.%. • ' f , '• <br />ANCHOR INTO ARCH BLKG. <br />rK <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS B-g ARCH DETAIL <br />SECTION @ ENTRY rL <br />SECTION @ ROOF EXTENSION rM <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 <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 />x 1 <br />SIMPSON2" <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 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 <br />NAILHTT4 U S & (1d <br />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 />L <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 <br />PER ANCHOR <br />9 a. PANEL ) <br />g <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER g�_0�� <br />EPDXY MIN. 6" EMBEDMENT & ` . <br />z <br />0 <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 />� 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 NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° n ► <br />w a <br />REINFORCING AS FOLLOWS: <br />a 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />° e _ _ _ _ _r <br />� <br />� � <br />z #5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />° ° <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° ° <br />cv <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE °. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p <br />° <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />it <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />• o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />a ° <br />a <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. 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 />„ <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"1-0r <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 M <br />_ o <br />z�Z <br />a <br />W <br />o <br />•V <br />— <br />0 W <br />129 <br />C <br />N t� <br />F— <br />_ <br />O CN <br />LU_ODD <br />B <br />1 <br />DCID <br />NC „ IIIA <br />U) <br />r,\1�� <br />Z- <br />�A <br />v <br />8; <br />� <br />W <br />LLM <br />• <br />U <br />To the best of the Engineer p�y Ind e, I fp(y� ti , and <br />belief, the structural plans an Sbfi�ii#ibiiained <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 />1f <br />O <br />z N <br />0(L)N <br />i /) M O <br />M <br />a -gyp Ln <br />Hun <br />" LL <br />a <br />z <br />U M <br />Q CoCL <br />z E ­-0 <br />� <br />z � <br />W <br />J � <br />J <br />W <br />£a <br />F <br />a <br />C=cc <br />ZZ, <br />�1z <br />J <br />sylC, <br />N <br />L <br />� <br />z <br />CC <br />C <br />N <br />I.n <br />o <br />N <br />uj <br />05 <br />0 <br />u4aj=j <br />W <br />Q <br />Ce <br />Ce <br />Z <br />J <br />,--I <br />ri <br />Lij <br />z <br />w� <br />V, <br />N <br />00 <br />Z <br />Z <br />� <br />L <br />_ <br />�k <br />0 <br />.-+ <br />a <br />U) <br />g <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION N0. 5ol <br />SHEET NO. <br />SS <br />