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1X4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1 X 4 I— ( <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� <br />TO SHT. SDW2-K1 FOR CONN. DETAILS <br />_� <br />PROPER INSTALLATION MAX.MAx. <br />8 DO NOT DO THIS <br />2"x BOT. PLATE W/ (2) 1Od @ 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 />2X PLATE W/ 8d 4" <br />1 X 4 <br />3-1/4" LONG X 3/16" 0 FURRING <br />3/16"0 X 3" LONG FURRING 3/16" O X 3-1/2" LONG <br />TAPCONS <br />FURRING <br />#5 REBAR ` <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />BOTTOM @ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <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 />W/ <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH <br />3 <br />1� <br />DETAIL <br />FILL <br />STD. <br />STD. 90' ` /� <br />90a HOOK TYP. <br />( ) <br />2x BAND JOIST FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />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 />L?4 <br />METAL SEAT PLATE <br />1 X4 P.T. <br />NOTE: <br />O.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1/2" DRYWALL <br />1 X 4DOI <br />LAP SHEATHING TO <br />DOOR 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. DETAILS <br />` <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 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� <br />NOTC FB @ FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4 SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />2x P.T. AS REQ'D <br />LONG TAPCONS <br />2X8 P.T. STAGGERED @ 16" O.C. <br />v. <br />` <br />` <br />- <br />JOIST & (4) 3/16'x1 3/4" WEDGE <br />K.O. <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 />` <br />BOLTS INTO BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CCER <br />LED CELL <br />FOUNDATIONP <br />PLAN <br />FILLED CELL INSTALLATION <br />rH <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 = # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A -A <br />= 1890 90 #FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />.: SOLID W/GROUT <br />n 2' -0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />° <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6) 4" x 2 <br />.. <br />BLOCK HEADER <br />4" <br />TAPCONS <br />.:° <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 />2 x 8 45' DIAGONAL <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />(4) 4' X 1 a' WEDGE BOLTS [ (1) STRAP =1225 # , <br />(4)10d NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#]) <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 />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH 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 />INSTALL WDW. SCREW ANCHOlo 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4)1Od NAILS THRU OSB INTO 2 x8 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 />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 3!4" TO 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 />x0� (2) 10d NAILS @ 8" O.C. <br />FRygN TO TRUSS TOP CHORD <br />ARCH DETAIL <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />V// <br />+ <br />+ �FN�Ty PLYWOOD SHEATHING <br />�- �� r_ rr <br />1 O 5 O <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ <br />+ <br />INISH FLO <br />OlLf <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />BLOCKING AS <br />+ + <br />• • •, <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />1/4" MAX EMBEDMENT INTO K.) <br />Z-0" 8" <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />e >: <br />° :e . p• a : n <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ + <br />. .' D 4 <br />p' 10. e b s . <br />CENTERED W/ <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP <br />A 9 Fr — <br />' <br />IN TOP o <br />KNOCKOUT / N <br />EACH TRUSS <br />v . <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 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. W/ <br />CONNECTOR <br />— d <br />MONO FOOTING •A e.. <br />(3) <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILSLj <br />SEE LINTEL <br />BRACE EXCEEDS 24" <br />BUCK- (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />AND SECTION DETAILS <br />� ' <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />-� n ' <br />CLEAN FILL .0 A. <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />tENTER SO IT <br />DIRT ? <br />z <br />TO BE INSTALLED <br />0or <br />00, <br />g <br />110 4'4' MAX SEE PLAN <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL <br />° STANDARD o <br />° STANDARD <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />> 90r <br />#5 BAR IN <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED W/ 2 #6 X 4%" WOOD <br />) O <br />FOR OVER HANG <br />FILLED CELL, -, -, - <br />8d NAILS <br />2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />S MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />• • • � , <br />. _,. <br />INSTALL WDW SCREW <br />BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />° <br />'e'• - °"°• °°�°• �`I%. <br />ilk <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />SECTION @ENTRY L <br />SECTION @ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF, PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = T-0" SS <br />MONO TO STEMWALL FOOTING <br />SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />FOR ADDITIONAL INSTRUCTION. <br />EXTENDS SILL. <br />C) SET A FULLLL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <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 />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 />#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 />THREAD ROD EPDXIED W/ <br />"SET" <br />z EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />TOP WITH MIN. 3" <br />SIMPSON EPDXY MIN. t \ <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 6�_0 <br />F.F. <br />5" EMBEDMENT & 3"MIN. <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE ) EXPANSION STRIP <br />EDGE DISTANCE <br />v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />o <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />p p' u <br />w a A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />rL <br />: ' c ' � —T <br />CL <br />I'- < <br />PLACELOWER HALF OF MORTAR T <br />OWE H R IN BED JOINT DO NO FURROW. <br />o <br />PRESS PANEL REINFORCING INTO PLACE. <br />; :.<::; ,:,:... '> •:"-� �- ' '`' �. •'�� <br />..... <br />- <br />— I— <br />-III-I —III — I <br />' I I =I I -IIF <br />D <br />#5X6 EMBE D D INTO <br />C,) ' E 0 <br />z <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br /><< 6 MIN. LAP SPLICE W/ <br />REINFORCING PANELLO <br />o P <br />EXISTING FOOTING <br />¢ - <br />2-#5X6' 1N CONC. <br />SMOOTH. DO NO FURROW. <br />- <br />o ° ' ' III II I —I <br />V. <br />co <br />FILLED CELL <br />= I=-�� <br />DRILL 3/4"X6" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o I �—IF <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 MIN. LAP <br />° <br />+•.,: O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />° <br />C14 p <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />M 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 o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° ° <br />'0 <br />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 />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. 00,COVER EA. WAY <br />l� <br />A SECTION <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 />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 />_ <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 />Ul-_ <br />z co <br />o <br />O <br />_ <br />z° <br />Z <br />Q <br />J <br />a <br />t� Z <br />tnn/)yy Z <br />cn <br />•W w <br />� p <br />•U - <br />OF- <br />w <br />E <br />i� C/i <br />TS ~ <br />,V C) <br />o r- <br />m ~ <br />W <br />E <br />U <br />�M <br />Cm co <br />mMM <br />0 O <br />_ N <br />O <br />s I i CC) <br />25 <br />aa) <br />r~o <br />atr <br />o- o <br />� <br />0)n� <br />ao <br />A, <br />N C B D C <br />vj' S <br />N N Ai, <br />• L-L <br />� w <br />zw <br />`N°q <br />�/ <br />nz <br />LL <br />�Ot- ESSjO <br />U� <br />To the best of the Engineer's kri information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth 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 />C) <br />Z <br />On <br />>v)�o <br />M <br />Q U-) Ln <br />� n <br />Q "LLB <br />0" � M <br />V p- <br />00 <br />� <br />Q <br />zS � � <br />WJ C:11 <br />d' <br />oz <br />JR <br />Wx <br />Lu <br />za <br />a� <br />�F <br />Wa9!am <br />UZ <br />r'""OpU 8 <br />zwwQ�Q <br />{-UZ Z <br />i =O W <br />Z <br />�a0u� <br />Uo�O <br />Z Z <br />rU <br />�z <br />� <br />C: <br />-� <br />ul <br />z <br />a <br />U <br />= <br />(V <br />CLU <br />Poo <br />a(-VQra <br />0< <br />U0mn <br />n <br />WIZ¢ <br />< <br />oo <br />Z <br />2S90 <br />V..I <br />T-j <br />'r.� / <br />w <br />yj a" <br />Q 0 <br />J <br />r-i <br />LLI <br />�L <br />Q <br />Z <br />cn F z o <br />v <br />a <br />LU <br />z <br />y� <br />TF <br />z <br />Z <br />d � <br />(n ji <br />Z <br />Jp <br />o <br />�[ <br />0- <br />= <br />a z <br />Lu <br />r, <br />U0 <br />SCALE : AS NOTED <br />DATE : 2124/2014 <br />TECH: MJAMES <br />VERSION NO• 10 <br />SHEET NO. <br />SS <br />