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1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFERV <br />1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 TO SHT. 1 <br />PROPER INSTALLATION MAX. 8" DO NOT DO THIS <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />FOR CONN. DETAILS <br />N. DETAILS <br />FOR CONN. DETAILS FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1 X 4 <br />3/16"� X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />3-1/4" LONG X 3/16 FURRING <br />„1115 <br />TAPCONS <br />(TYp) <br />6 O.C. EDGES AND 12 O.C. FIELD <br />TAPCON. INTO <br />STAGGERED @ 16" TAPCONS STAGGERBLOCK@ <br />SPACING „ <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� <br />3 DETAIL <br />STD. 90^ <br />D. 90° HOOK (TYP.) <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 />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />�� <br />O.C. & 4 FROM <br />1X4 P.T. 3116 x 3 -1l2 DOOR JAMB (REFER <br />1 X 4 1/2 DRYWALL <br />V/1 y <br />I <br />NOTE: <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. TO SHT. SDW2-K1 CONN. DETAIL <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />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\_USPHGAM10@ <br />12" O.C. w/4 SDS <br />LONG TAPCONS <br />1/4x1 1/2" SCREWS INTO BAND <br />2x P.T. AS REQ'D <br />2X8 P.T. STAGGERED @ 16" O.C. <br />2X8 <br />JOIST & (4) 3/16"x1-3/4"WEDGE <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" <br />DETAIL <br />NOTCH 2 COURSESWEB AT <br />FIRST 2 COURSES <br />BOLTS INTO K.O. BLOCK <br />+5^ <br />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FOUNDATIONFILLED CELL PER PLAN <br />FILLED CELL INSTALLATION <br />I( H <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 <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />q_q <br />_ 1890 # FOR 2 STRAPS <br />FILL 1st COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />�. SOLID W/GROUT <br />b <br />1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />111 11 <br />1 M W NA11 I x 2 <br />- USP RT 6 / 8 NAILS & 6 <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 12" NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />(4)" X 14" WEDGE BOLTS [ (1) STRAP - 1225 # , <br />°' ' <br />2 x 8 45^ DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />2 STRAPS 2450# <br />O ]) <br />'• <br />BRACES <br />O 2 x 8 BRACE/BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />' a <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <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 />IN PLACE BEAM <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ^. '.. ' ;� : •. .: <br />.< <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH <br />BRACENBLKG INTO 2 x 8 <br />FACE OF ARCH W/ (3) 10d NAILSOVERHANG'•:. <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />•. <br />� b <br />• <br />CONNECT W/ 8d NAILS <br />:° <br />N.T.S. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHO ARCH FACES W (4 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />) <br />RETROFIT WALL OVERHANG DETAIL <br />NTS <br />INTO ARCH BLKG. PER <br />A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 314" TO 1 1/2" <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF 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 REO'D. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />NAILS @ 8" O.C. <br />ARCH DETAIL <br />i 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 />)(0(2)10d <br />TO TRUSS TOP CHORD <br />�FRygN <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ < <br />+ + Fj11OT <br />H PLYWOOD SHEATHING <br />1 �_Q�� 5r_On <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ + BLOCKING AS <br />° <br />WISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>. ° ' , Ago, <br />„ EMBEDMENT INTO K.) <br />11 11 <br />MAX 2-0 $ <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />° ° °• <br />°:' '• A <br />i • s <br />#5 BAR <br />+ <br />1.0„ <br />° <br />CENTERED W/ g <br />BLOCK HEADER/4 <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />,e 9 ' ' <br />' <br />N TOP <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP r • s <br />EACH TRUSS <br />e ° <br />to a : ' <br />�? <br />KNOCKOUT / N <br />- ° <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 8 DIAG. BRACE B <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. <br />CONNECTOR °moo <br />=� ( Q <br />° <br />x <br />W/ (3) <br />SIZE AND E NFMONOPEROPLAN ! <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />-i <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° <br />CLEAN FILL <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH000, <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT a <br />z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° <br />°ffTANDARD o <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o <br />#5 BAR IN ' <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />_ <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 />. , . . . - ., .: ., <br />BTWN. OSB ARCH FACES W/ (4)1Od NAILS <br />EQUAL EQUAL <br />4 MAX. RAD. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />•° <br />,sk <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />•� •• ` •.� •• ` • •- •• • `r s• •.� s• <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" =1'-0" SS <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 />FOR ADDITIONAL <br />INSTRUCTION. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL, <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <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 />SET BAR IN EPDXY <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />ga. PANEL <br />MORE INFO <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 />"SQUEEZED" <br />'A <br />W.W.M. AT PERIMETER <br />STUDS & (1) - 5/8" DIA. ALL <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />} <br />#5X6' EMBEDDED INTO <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. 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 />REINFORCING <br />COVER 6t0�� <br />5" EMBEDMENT & 3"MIN . <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 />¢ <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°. <br />0 <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />p c o <br />U a <br />REINFORCING AS FOLLOWS: <br />'' <br />SEALANT <br />IL=�I=�I=IN <br />¢ a <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />* <br />#5X6 EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />* <br />�� <br />6 MIN. LAP SPLICE W/ <br />P' III —I I =_- <br />—_ J <br />- <br />EXISTING FOOTING <br />2-#5X6 IN CONC. <br />' <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH. DO NO FURROW. <br />REINFORCING PANEL <br />' `' <br />° .: <br />° 0 1L ILI==� <br />N <br />DRILL 3/4"X6"MIN. HOLE <br />FILLED CELL <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />a. <br />6�� MIN. LAP <br />GRADE , �� <br />o. p <br />� <br />SET BAR IN EPDXY <br />•'�"'=` <br />.. ° <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />04 p <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />Cl) <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />04 0 P ; <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ° <br />;4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.TOOL <br />GLASS BLOCK DETAIL <br />\ ' (2) #5 REBAR. MIN. 3" <br />NTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WEDGES I FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. COVER EA. WAY <br />SECTION <br />GLASS <br />A <br />I) 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 />DF 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 />SS 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 />U <br />Z o <br />Z <br />z <br />Q <br />o <br />J <br />a_ <br />z <br />Lo <br />cn � <br />N <br />w <br />� p <br />•U — <br />Ow <br />0!f <br />~ <br />E <br />�(Zr- <br />U <br />4)M <br />LU EMSE <br />I_8 <br />C� M M <br />N <br />O O0 <br />t lu <br />U� <br />LY <br />0Cc �o <br />a0)Qo <br />rn O,r <br />A' <br />BW <br />NCBD-C <br />,� is ssa <br />9 <br />.01 <br />L? Via,`' <br />W- <br />co <br />a�•M <br />F �_ <br />u <br />W M ' <br />�q <br />Uj <br />U4 <br />V t <br />O0 <br />ZC l' <br />t <br />L <br />T. <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 />1 <br />O <br />Z fV <br />O� <br />H M O <br />M <br />Q 0 II <br />f1 � •L <br />UON <br />Q Ln <br />a <br />�31a� <br />Q � � <br />Z � � <br />WJ <br />0 <br />d' <br />J <br />0 z <br />LL <br />z N <br />w ti <br />m <br />UI. - N0O <br />Oz>.z<Q <br />z Q Q U a <br />=�zz►-z <br />LD <br />sW o� <br />rI <br />= O W N <br />0 z <br />t--1 <br />M <br />a. <br />LU�w <br />J <br />O <br />3 <br />Ln <br />N <br />N <br />In <br />• • <br />J <br />�o <br />0ZEW <br />ry- <br />Re <br />^ <br />5pz�o <br />­0 <br />rLaZCL <br />Z <br />w <br />zaEzZ <br />Iff =50z <br />J <br />u�W0 z <br />,-� <br />z�� <br />�aQ o 8 <br />T� <br />a�Z <br />w <br />rl <br />Mo <br />Qa <br />aF- <br />O <br />M <br />z <br />.. <br />LU <br />~ <br />g <br />z <br />M <br />J <br />a <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 17-2861 <br />SHEET NO. <br />SS <br />4 <br />