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X44. 111124" DRYWALL <br />DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER <br />F <br />X 11/2" DRYWALL <br />1X 4 <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER P.T <br />P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />MAX. <br />PROPER INSTALLATION <br />8" <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C., <br />t1l <br />TO SHT. SDW2-K1 <br />FOR CONN. DETAILS, <br />FOR CONN. DETAILS FOR CONN. DETAILS <br />X 4 <br />X 4 <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />X 4 <br />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />FURRING <br />#5REBAR <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"0 FURRING <br />TAPCONS <br />(TYPI) <br />6" O.C. EDGES AND 12" O.C. FIELD <br />TAPCON. INTO <br />TAPCONSSTAGGERED <br />ErD <br />STAGGERED @ 16" <br />2X8 <br />2X8 <br />BLOCK@ SPACING <br />1" DETAIL <br />1 <br />1X8 P.T. STAGGERED @ 16" O.C.. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />v, <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 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 1 Od @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />METAL SEAT PLATE <br />E <br />TAPCON @ 16" <br />TA P CO N <br />4 FR <br />O.C. & 4" FROM <br />0 C <br />1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER <br />r r" <br />1/2" DRYWALL <br />1X4 <br />X. <br />L] E/ <br />rx <br />NC <br />NOTE: <br />LAP SHEATHING TO <br />4 <br />H END VV <br />DOOR JAMB (REFER EACH END W/ MIN. <br />K1FOR <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />BOTTOM OF BAND <br />BL C <br />4EA <br />2 EDGED IS <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />JOIST TYPICAL <br />JO <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12- O.C.. <br />2 OC <br />1X4 <br />;0000r, <br />FURRING <br />1000 <br />6 <br />3 /1 OX <br />2X8 P.T. WITH 3/16"0 X 3" <br />±2" <br />NOT�C @ FIRST COURSE <br />OTC @ FIRST COURSE <br />USP HGAM1 0 @ 12" O.C. w/4-SDS <br />U� <br />LONG TAPCONS <br />4S <br />1/41 1/2" SCREW INT BA D <br />2x P.T. AS REQ'D <br />qyjz P T <br />2X8 P.T. STAGGERED @ 16" O.C. <br />"v <br />2X8 <br />JOIST & (4) 3/16"xl -3/4" WEDGE <br />2x DETAIL. <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />BOLTS INTO K.O. BLOCK <br />±5 A <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGSrcc�� <br />FILLED CELL PER <br />FOUNDATION PLAN <br />�H <br />FILLED CELL INSTALLATION <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />`\�_S� <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />V_ <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 />ir 2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 1/4" TAPCONS <br />USP RT1 6M W/ (8) NA1 1 NAILS & (6) x 2T"' <br />BLOCK HEADER ARCH BLKG. & BUCK <br />TAPCONS <br />1/2" DRYWALL <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM1 6 W/ (6) <br />1 Od NAILS x 1 NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />A CUT OUT IN O.S.B. ON THE <br />1, X 1 3, <br />(4) T fWEDGE BOLTS 1 (1) STRAP 1225 <br />2 x 8 45' DIAGONAL T 0 <br />(4) 1 Od NAILS INTO <br />71 <br />--LEAVE <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#1) <br />BRACE(S) B K G <br />2 x 8 BRACE/ BLKG. <br />L <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />0 0 S FO R <br />I IN B <br />L <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />E L L IN T H - S <br />POLY -CELL IN THIS AREA <br />C A R <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 0 1 To <br />(4) 1 Od NAILS INTO 2 x 8 <br />Y <br />FACE OF ARCH W1 (3) 1 Od NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN� �:j <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />C <br />\_2 <br />\—PROVIDE <br />N.T.S. <br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR4 V T 0 W LL) TW <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 TAPCON WITHIN <br />�j T U OS To <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 />11/2" <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 3/4"TO <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 4Y." WOOD <br />2) 1 Od NAILS @ 8" O.C. <br />ARCH DETAIL <br />4'MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />0 <br />TO TRUSS TOP CHORD <br />O.C. <br />+ <br />V-011 5-011 <br />SCALE: N.T.S. <br />12 <br />+ + 711& PLYWOOD SHEATHING <br />L <br />JACK TRUSS PROVIDED BY <br />+ + <br />TRUSS COMPANY OR P N <br />+ + <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />ji-f IN ISH FLOQ R <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />710 <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />EMBEDMENT IN-� 0 <br />/4" MAX 81. <br />Z-O" <br />PER NAILING SCHEDULE LL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />A <br />A' <br />45 BAR <br />+ + <br />1-o" i <br />V <br />CENTERED W/ 2 <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />'All <br />IN TOP <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP <br />EACH TRUSS <br />A <br />4 <br />KNOCKOUT/ C-14 <br />A' <br />A <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 8 DIAG. BRACE BT <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 />. .. . . <br />tr I * <br />MONO FOOTING A. <br />N % <br />x <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <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 />V <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 SOOPIT <br />DIRT <br />TO BE INSTALLED <br />00, 00, <br />BUILT UP PLWD. BUCK - <br />100 4'-0" MAX SEE PLAN 7 <br />PRECAST LINTEL <br />A ,—STANDARD <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />9(Y <br />#5 BAR IN <br />HOOK 04 <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%." WOOD <br />FOR OVER HANG <br />[j <br />FILLED CEL <br />JZ� <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 />L J <br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL <br />4'MAX. RAD. <br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />INSTALL WDW, SCREW--__� <br />THRU OSB INTO 2 x 8 <br />O.C. <br />Sk <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />13-13 <br />ARCH DETAIL <br />SECTION @ ENTRY <br />SECTION @ ROOF EXTENSION <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. <br />� �s <br />SCALE: 3/4" V-0" <br />SCALE: 3/4" V-0" <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 />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 />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 />HTT16W/(18)-16d NAILSTO <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 />WHE'RE 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 />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 6-0" <br />5" EMBEDMENT & 3" MIN. <br />0 <br />U) <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 />U_ LU <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />0 2 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />4>7 <br />t> <br />UJI <br />A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />U) <br />0- <br />< <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 />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 />(n U-j <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />-A <br />04 <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 />6" MIN. LAP <br />i> <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />& <br />04 <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />NOTE: <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />C14 <br />0 v 01_� <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />S LANT <br />1% <br />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. Of COVER EA. WAY <br />SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />7 <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 />rDF"'�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 />SCALE: 3/4" V-0" <br />SCALE: 3/4" = V-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 />G LO <br />Cn <br />(nv) <br />Q) <br />4--d Lu <br />V) <br />0 <br />(n <br />(n Cl) <br />00 <br />U-1 <br />0) ce) <br />a M ce) <br />Eu :2 Cl) <br />8 <br />aimE <br />0-N <br />00 <br />IE Go <br />nf.�e <br />05 <br />< 0M <br />LO 0 71� <br />6 <br />8 D. <br />xc <br />I <br />r <br />CN LCO <br />C4 <br />K <br />;0e, <br />z 0.6 C-4 <br />_rij�2 <br />L <br />R, <br />LLP <br />t <br />r <br />1 c� Z5 <br />LL <br />z kj <br />LU C 0 <br />- <br />0 <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 />z <br />0 <br />U0 C) <br />:3 ',0 <br />C:) <br />z <br />> v) Fri, <br />1­4 c) <br />0 N <br />V) f0 LO <br />U) :2 <br />�7<7 <br />in b <br />W — Ln <br />C U_ <br />Z <br />U fu -I <br />CL 00 <br />< <br />z E <br />z <br />WLU <br />_j C:) <br />0 <br />LLI U_ <br />z <br />LL, z z <br />< <br />U 2: N 0 0 <br />ro- <br />z >z zo <br />Z U <br />Zw zz <br />z 1:: 11: W <br />:5 W , R _j <br />3- U 0� 8 Lo <br />8 4 0 <br />C:) <br />LU <br />F- 0 Z @ <br />0. z <br />LU W <br />C:) <br />Ln <br />Ln <br />< <br />L <br />N <br />< z U <br />0 <br />< <br />LU 0 <br />U LU 0 <br />r F- CO <br />Z LL <br />00� <br />Z <br />Z <br />0 =0, i,— . <br />Z CY z <br />LU LU 2!� =5 OZ <br />LU <br />U q) 'z< 8 p <br />;- �<- - VS <br />> <br />R!ffi2 <br />LL <br />Lu 0 LL z 0< <br />r-4 <br />z < <br />0 <br />C:) <br />M <br />t�) Lu <br />;�;_z � <br />c) <br />LL <br />z <br />LU <br />z <br />0 <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FLORES <br />VERSION NO. <br />1122 <br />30B NO: 16-6649 <br />SHEET NO. <br />SS <br />