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1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X4 1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />MAX,8" <br />PROPER INSTALLATION <br />DO NOT DO THIS ' <br />2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS FOR CONN. DETAILS <br />1X4 <br />1 X 4 <br />` #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />411 <br />1X4 <br />3-1/4" FURRING <br />3/16" 0 X 3" LONG FURRING 3/16" Q X 3-1/2" LONG <br />FURRING <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />O.C. AND 12" O.C. FIELD <br />@ <br />O.C., ROWS STAGGERED <br />LONG X 3/16"� <br />TAPCONS <br />(TYP,) <br />6" EDGES <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 />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 I2" DETAIL MASONRY THROUGH <br />3 <br />�� <br />DETAIL <br />`STD. 90° HOOK (TYP.) <br />STD. 90^ ` <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 1Od @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />T <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />1X4 P.T. <br />NOTE: <br />O.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 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 />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE DIST, <br />TO SHT. SDW2-K1 CONN. DETAILS <br />' ` <br />JOIST TYPICAL <br />FOR CONN, DETAILS <br />FOR CONN. DETAILS <br />10d @ 12" O.C. <br />1 X 4 <br />J <br />FURRING <br />_ <br />2X8 P.T. WITH 3/16" 0 X 3" <br />' +2„ NOTC @ FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />LONG TAPCONS <br />2x P.T. AS REQ'D <br />2X8 P.T. <br />STAGGERED @ 16 O.C. <br />2X8 <br />I <br />JOIST & (4) 3/R16'x1S--3N4" W DGE <br />INTO K.O. BLOCK <br />2x DETAIL <br />2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />+5^ <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES ` <br />BOLTS <br />BUILDOUT @cy OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN FILLED CELL INSTALLATIO(' NH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />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 <br />SECTION <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />A_A <br />= 1890 #FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />e <br />2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. &BUCK <br />1/4" x 31/4" TAPCONS <br />1„ <br />USP RT16M W/ (8) NA11 NAILS & (6) 4 x 2 <br />.. <br />BLOCK HEADER <br />TAPCONS <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 1' NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />(4) a' X 1 4" WEDGE BOLTS [ (1) STRAP = 1225 # <br />2 x 8 45' DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />, <br />(2) STRAPS 2450#]) <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 <br />FOR OVERHANGS BETWEEN OVER 1 <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 />IN PLACE BEAM <br />CONTACT ENGINEER FURTHER INSTRUOCTOR <br />a . <br />IONS. , <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 />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />Tv <br />INSTALL WDW. SCREW ANCHORlo 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W 4 <br />INTO ARCH BLKG. PER ) 10d NAILS THRU OSB INTO 2 x 8 <br />( <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />4" MIN. OF BRACE <br />A <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />3/4" 1/2" <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN TO 1 <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%" WOOD <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />J 4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />x O <br />TO TRUSS TOP CHORD <br />�FRygN <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ C <br />+ + FNGT <br />N PLYWOOD SHEATHING <br />-0�� <br />1 5 -011 <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 />+ + BLOCKING AS <br />° . .. <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>• <br />1/4" MAX EMBEDMENT INTO K.) <br />2-0 8 <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />° <br />° a <br />.eD � ►� .• <br />#5 BAR <br />+ + <br />10 � � <br />CENTERED W/ � <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />• °n 9 H <br />IN TOP <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP . ®, <br />o .. ° . <br />p ' <br />o <br />KNOCKOUT / N <br />EACH TRUSS <br />•' <br />° <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BTWN,, <br />NAILS AT EA. E(ND10d <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />s <br />CONNECTOR � <br />d• <br />MONO FOOTING � .a ..>°• <br />CONT. W/ (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 />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 b <br />z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL <br />°'• <br />°ffTANDAKRD o <br />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 />> <br />#5 BAR IN <br />HOON <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 1,. . , �., <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" <br />, ° <br />s• ",, s• ' �• ' ' -' s• ",, s• Sk <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 rK <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = 1'-0" SS <br />SCALE: 3/4" = 1'-0" SS <br />MONO TO STEMWALL FOOTING <br />SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: <br />IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />EXCEED <br />(3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />FOR ADDITIONAL <br />INSTRUCTION. <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />.MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. EXISTING <br />REINFORCING. PROVIDE LOWER <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 />DRILL 3/4"X6" MIN. HOLE <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 />SET BAR IN EPDXY <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />HTT16 W/ (18) -16d NAILS TO <br />CAP TO PREVENT LEAKAGE <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. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />STUDS & 1 - 5/8" DIA. ALL <br />() <br />>_ <br />#5X6' EMBEDDED INTO <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 a. PANEL PER ANCHOR) <br />g <br />(1) #5 BARS CONT. OCCURS <br />TOP WITH MIN. 3" <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET" EPDXY MIN. <br />z <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />COVER g _0 <br />5" EMBEDMENT & 3"MIN. <br />O <br />� <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F.F. <br />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 />,� w <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />O v <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o <br />v a <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />_ <br />=I <br />< a <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />° —I11=I I <br />g <br />#5X6' EMBEDDED INTO <br />EXISTING FOOTING <br />2-#5X6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />— I <br />�—[� <br />cQn In <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />, VA <br />=1T II <br />� <br />`V <br />DRILL 3/4"X6"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 />M <br />6 IN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <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 g 00, <br />` <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <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 />\ ° (Z) #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 />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 />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 />(f) r <br />Z M <br />0 <br />— o <br />z <br />Q <br />J <br />CL <br />z <br />V) 0 <br />W c/n <br />a--J w <br />� p <br />U — <br />m <br />w <br />0 <br />I,E <br />Z:) <br />0 <br />o Mo <br />U <br />w <br />s, I— Ep <br />(DM <br />C m M <br />NMM <br />O <br />U — <br />z a)00 <br />O CDs u. co <br />Lvo <br />n he <br />Qrn <br />`naao <br />'T <br />rnQo <br />A1 <br />B _L <br />Do <br />N C B D C <br />T <br />y A <br />cb04 1 <br />�'1 V • • a <br />� >C • <br />O ��J <br />C.14 <br />LO CV <br />Zs• <br />dory <br />L <br />J <br />���0LL <br />i � � <br />00 -rn�~�C <br />C opt <br />C°9 <br />LL Z��"....••• <br />W S 1,��, <br />` <br />E S <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 Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />1f <br />0 <br />Z <br />O <br />O <br />I> ro <br />M <br />Q Ur) -gyp Lr) <br />a V) <br />- <br />Ln <br />Q <br />h- �- . ro <br />oC U fB <br />00 <br />Q � � <br />Z <br />J � <br />W <br />d' <br />oz <br />zaa <br />UZ�O <br />ZLLJW <br />tU��{ <br />Z Z <br />=1w <br />W. - W <br />&o <br />�uj @ <br />L <br />O Z <br />Z O <br />CY)zz <br />C: <br />M <br />cn 3 <br />g <br />- 0 <br />z <br />O <br />U <br />U) <br />J <br />Q <br />�¢ <br />o� <br />0r <br />W <br />gYr <br />WxU0 <br />Cal <br />Q <br />��ma <br />Zao<� <br />LaZ3 <br />Zoo <br />w <br />J <br />Ln <br />'U"0 <br />o Z o <br />r•I <br />aj <br />z <br />u <br />U <br />U,¢� <br />*k <br />M <br />Q <br />Z <br />K Z <br />a Dj <br />O <br />Lr)Z <br />g <br />= <br />¢Z <br />r, <br />+--1 <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />SS <br />