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3 <br />m <br />x <br />S <br />N <br />N <br />I <br />T3 <br />.6 <br />it <br />8 <br />J <br />L0 <br />0 <br />N <br />DD <br />00 <br />1X4 1/2" DRYWALL <br />DOOR JAMB (REFER —1 X 4 1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />, <br />DOOR JAMB (REFER P T <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 TO SHT, SDW2-K1 <br />FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. 8n DO NOT DO THIS <br />' <br />2"x BOT. PLATE WI (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN, DETAILS <br />1 X 4 <br />1 X 4 <br />` <br />#5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X <br />1 X 4 <br />3-1/4" LONG X 3/16"0 FURRING <br />X 3 <br />O X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />FURRING <br />#5 RE <br />REBAR ` <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />I TAPCON. INTO <br />TAPCONS <br />TAP TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(T <br />` <br />' <br />BLOCK@ SPACING f� <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 /211 DETAIL MASONRY THROUGH <br />3 <br />�� <br />DETAIL <br />STD. 90^ 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 />@ 16"O.C. <br />TTAPCON <br />1X4 P.T, <br />TE: <br />& 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1/2" DRYWALL <br />1X4LJIL <br />U <br />P SHEATHING TO <br />t[B <br />JAMB (REFER EACH END W/ MIN <br />2" EDGE DIST. <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />TO SHT. SDW2-K1 CONN. DETAIL <br />`FOR <br />TTOM OF BANDLi <br />DDOOR <br />TO SHT. SDW2-K1 <br />CONN, DETAILS <br />FOR CONN. DETAILS 10d @ 12" O.C. <br />1X4 <br />FURRIN <br />_J <br />2X8 P.T. WITH 3/16". X 3 <br />+_2a <br />NOTC @FIRST COURSE <br />MPSON HGAMIOKTA 12" O.C. <br />@ <br />LONG TAPCONS <br />' <br />EWS <br />2x P.T. AS REQ D <br />2X8 P.T. <br />STAGGERED @ 16" O.C. <br />2X8 <br />NTO BAND JOISTD& 4)1R/4"x2 314" <br />TITEN <br />2x DETAIL <br />21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />+5^ <br />NOTCH WEB AT THE <br />FIRST 2 COURSES ' <br />` <br />INTO K.O. BLOCK <br />441t# <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />_IJ] <br />f <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATIONKH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />Q11) <br />SCALE: N.T.S. <br />SS <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 ISt4COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />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"xl 1/2" SDS <br />° <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"x21/4" TITEN = 2150 #)2 <br />x 8 45^ DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACES) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION7/16" <br />OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.SCRIBE <br />POLY -CELL IN T7AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />coNTACT ENGINEER of RECORD FORNFURTHER INSTRUCTIONS.()FACE <br />NOTCH <br />BACKSIDE TO FIT ARCH (4)10d NAIL <br />OF ARCH W/ (3)10d NAILS <br />EA. END <br />RETROFIT TRUSS DETAILCONNECT <br />OVERHANAT <br />W/ 8d NAILS BRACE/ BLKN.T.S. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU8 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />A <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 7-6" <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 4Y," WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />x OV NAILS @ 8" O.C. <br />FR/ygN <br />ARCH DETAIL <br />WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" <br />TO TRUSS <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <br />+ tFN�Th PLYWOOD SHEATHING <br />1- 11 <br />1 O1, 51_ O <br />JACK TRUSS PROVIDED BY <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />I Aff INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° Q•, ' <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>. p <br />EMBEDMENT INTO ) <br />MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + <br />° ° ►.. #5 BAR <br />' <br />�1/4" <br />BLOCK HEADER t SOLID BLKG. AT TOP BTWN. ARCH <br />21-On 8n <br />() d NAILS SIMPSON <br />5 12 <br />SOFFIT <br />+ + <br />, y . p. •' .'p <br />p' • 1'On ° D. ` e . ° CENTERED W/ g <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP .. <br />o • : ° H IN TOP <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />p a : ' KNOCKOUT / iv <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />I <br />PROVIDE 2x <br />CONT.LS(3) <br />CONNECTOR '� <br />— = y <br />MONO FOOTING •> ", p e <br />PROVVERT. <br />SIZE AND REINF. PER PLAN — <br />BRACES WHEN HGTEOF <br />TAPCON AT) ASIDE <br />12d NAIN. <br />SEE LINTEL <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 COMPANY OR 2x4 <br />CLEAN FILL :p ° • ° <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />tENTER SO IT <br />DIRT z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />'-0"MAX E PLAN <br />PRECAST LINTEL <br />_ " STANDARD o <br />° <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />p 90 HOOK N <br />#5 BAR IN r <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL L_L <br />�� <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />, 11. , %• . , _ • <br />INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />'I'• % �'�'• �'� `� I M ` l e '•sk <br />THRU OSB INTO 2 x 8 <br />O.C. <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />B-B <br />SECTION @ ENTRY rL <br />SECTION @a 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" =1'-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 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 />Aga. <br />ANCHOR <br />x 1 <br />SIMPSON2" <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 />NAILHTT4 U S & (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 />� #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 a. PANEL PER ANCHOR) <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 />( <br />REINFORCING <br />COVER 6'-O�� <br />EPDXY MIN. 6" EMBEDMENT & <br />O <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 />1•L- w NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />0 c� <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o v p <br />w a A <br />REINFORCING AS FOLLOWS: <br />� a 1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SLANT <br />SEALANT <br />c e r <br />p — <br />g <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />p p <br />U Z #5x6' EMBEDDED INTO <br />— EXISTING FOOTING C <br />¢ (2) #5x6' IN CON . <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />cn Ln FILLED CELL <br />SMOOTH. DO NO FURROW. <br />p ° <br />N <br />DRILL 3/4"4" MIN, HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />_I <br />GRADE p. :. p <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 <br />NOTE: <br />M <br />REMAIN FREE OF MORTAR. <br />- z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r g P <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 />\ p (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />COVER EA. WAY <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. <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. LAVE 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 FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE 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 />C9 <br />z <br />z� <br />Z <br />J <br />LL <br />c,/) C9 <br />W � <br />U, <br />�o <br />0 t'-' <br />N <br />L31 <br />.� U <br />in <br />M a� <br />— $ <br />Of M <br />O 5 <br />LL <br />ta4d�f1? <br />Ly <br />¢ <br />05 CL <br />a <br />Al 1 <br />B D• <br />"•`•a.o•C <br />uaa <br />o�z <br />°' z U) <br />F4~� 5d <br />uty u 'FIN <br />F 11-C <br />N� Te m <br />W•�FESS <br />ZLL tv! <br />Hl!!!!il!{{ p <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 />CD <br />Z N <br />0 � N <br />II <br />M C <br />M <br />Q 'gyp ILI <br />Q L-a� <br />a <br />oC 31 a 00 <br />Q <br />E <br />WJ <br />Z <br />C) <br />J <br />W <br />zaa <br />H <br />U <br />5~ZSZ <br />Z� <br />z <br />J <br />O <br />V <br />® <br />N <br />ZL <br />>S <br />v, 3 <br />OV <br />= <br />U) <br />0 <br />.N <br />W <br />g� <br />C <br />o <br />Q <br />Z <br />J <br />ul <br />C <br />G <br />Z <br />z <br />�j5 <br />U <br />L 1 ^ <br />NO <br />e0 <br />cV <br />Z <br />g <br />L <br />a <br />= <br />V) <br />W <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: M]AM ES <br />VERSION NO" 4mO <br />SHEET NO. <br />SS <br />