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DOOR JAMB (REFER XA44 11/2* DRYWALL <br />DOOR JAMB (REFER 11X4 F1/2"DRYWALL DOOR JAMB (REFER <br />1X4 F1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />MAX. 8" <br />L11 <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />*t <br />PROPER INSTALLATION <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C., <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1X4 <br />X 4 <br />#5 REBAR (TYP) <br />*411110 <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />-1 X 4 <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16"0 X 3" LONG <br />//// FURRING 3/16"0 X 3-1/2" LONG <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS TAPCONS STAGGERED <br />STAGGERED @ 16" <br />I <br />2X8 <br />ElIX8 <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 />000 <br />4 <br />"It <br />PER MANUFACTURE <br />MASONRYTHROUGH MASONRYTHROUGH <br />1x8 P.T. 1-1/211 DETAIL— 311 <br />DETAIL <br />11 D. 90- HOOK (TYP.) <br />STD. 90^ <br />2x BAND JOIST W/ FACE NAIL 1 Od <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 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 />ETAL SEAT PLATE <br />T A N <br />TAPCON @ 16" <br />CO <br />0 C 4 <br />O.C. & 4" FROM <br />F R <br />1X4 P.T.— 3/16" x 3 -1/2" DOOR JAMB (REFER <br />1/2" DRYWALL <br />F <br />E, 7- <br />U LJIA J 7 <br />NOTE: <br />LAP SHEATHING TO <br />E H END <br />DOOR JAMB (REFER EACH END W/ MIN <br />F-1X4 <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />f <br />2" EDGE DIST. <br />TO SHT. SDW2-K1 2 EDGED IS <br />TO SHT. SDW2-K1 CONN. DETAIL - <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 1 Od @ 12" 70.C. <br />1X4 <br />-j <br />13"'VZ"' <br />FURRING <br />z 2X8 P.T. WITH 3/16' <br />"0 X <br />LONG TAPCONS <br />S <br />+ NOTC EB (0) FIRST COURSE <br />USP HGAM 10 @ 12" O.C. w/4-SDS <br />1/41 1/2" SCREWS INTO BAND <br />T <br />2X8 P.T. <br />2X8 <br />T ", <br />2x P.T. AS REQ'D <br />STAGGERED @ 16" O.C. <br />JOIST & (4) 3/16"x1-3/4" 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 />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGSK'ccN), <br />FILLED CELL PER <br />FOUNDATION PLAN FILLED CELL INSTALLATION f/ H� <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />� �s <br />SCALE: N.T.S. � �S <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S.. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />A -A <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. <br />= 1890 # FOR 2 STRAPS <br />FILL I st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'- <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />SOLID WIGROUT <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK ­-`- F <br />1/4" x 3 1/4" TAPCONS <br />/ I <br />USP RT1 6M W/ (8) NA1 1 NAILS & (6) 1" x 2j" <br />BLOCK HEADER <br />TAPCONS <br />1/2" DRYWALL <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 11' NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />(4) J" X 1 t'WEDGE BOLTS (1) STRAP 1225 <br />5A <br />2 x 8 4 DIAGONAL (4) 10d NAILS INTO <br />INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />(2) STRAPS 2450#1) <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />BLKG <br />7n <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />CUT HOLE IN O.S.B. FOR <br />BUILT UP PLWD. BUCK ARCH PANEL OLEIN S 13 - FOR <br />i O� S <br />POLY CELL IN THIS AREA <br />'-2x845 DIAGONAL BRACE AT EA. <br />IN PLACE BEAM <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. z 1 4 <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3) 10d NAILS <br />i, 1 mail JmTr) ) ".q <br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />\-2 <br />N.T.S, <br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR--/ ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />INTO ARCH BLKG. PER <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS ORTHRU <br />TRUSS AS SHOWN FOR O.H. UP TO 7-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1r2" <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 7-15" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4%," WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REQ'D. <br />4'MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />)(Ov (2) 10d NAILS @ 8" O.C. <br />6A <br />ARCH DETAIL <br />i <br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />6)1 <br />O.C. 12 <br />+ <br />+ + rl&y PLYWOOD SHEATHING <br />11-011 51-011 <br />L <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />OJUINISH FLOQR <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />b <br />WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> <br />EMBEDMENT IN 0 <br />PER NAILING SCHEDULE ILL <br />TO SUPPORT <br />/4" MAX <br />2-41 8" <br />TRUSS + SOFFIT <br />+ <br />4` <br />#5 BAR <br />4 <br />BLOCK HEADER SOLID BLKG, AT TOP BTWN. ARCH <br />(5) -12d <br />+ <br />+ <br />tv, i <br />CENTERED W/ <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP <br />IN TOP <br />1 X 4 FURRING <br />EACH TRUSS <br />KNOCKOUI C14 <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od <br />NAILS AT EA. END <br />B TW""\ <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR <br />MONO FOOTING <br />1% % <br />PROVIDE 2 x 8 DIAG. BRACE <br />SIZE AND REINF. PER PLAN <br />0 <br />VERT. BRACES WHEN HGT. F <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <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 />A <br />CLEAN FILL <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />tENTER SOftIT <br />DIRT <br />TO BE INSTALLED <br />J <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL 1% <br />A ffTANDARD z <br />9 <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT, (MATCH TRUSS D EPTH <br />% <br />SEE ELEVATION <br />gy <br />#5 BAR IN <br />HOOK &4 <br />TO FIT ARCH CONNECT W/ <br />'�--2 <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL, <br />8d NAILS 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 />" , %j <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS <br />EQUAL EQUAL_ <br />WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" <br />- , * <br />INSTALL WDW, SCREW — 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 <br />SECTION @ ENTRY <br />SECTION @ ROOF EXTEN SION rM <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />.13-13 <br />SCALE: N.T.S. <br />�s <br />SCALE: 3/4" V-0" <br />1\is� <br />SCALE: 3/4" V-0" <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 />EXCEED (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 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 />"SQUEEZED" <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 />#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 EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6-4- <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 W1 <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />U- Uj NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />+ <br />0 9 <br />j rA <br />THANONELENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />Uj a- <br />REINFORCING AS FOLLOWS: <br />�.N S EALANT <br />!� co 1 1 <br />u- CL NN4Iii� <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />L,! <br />M 5X6'EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE, <br />N <br />':;.' 6" MIN. LAP SPLICE W/ <br />L) 2� <br />FOOTING <br />2-#5X6'IN CONIC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />,,�EEXISTING <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />C14 <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 />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />04 <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />1�-- <br />NOTES. <br />C14 0 t� <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />61 <br />"�—(2) <br />-'0 <br />SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />#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 />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />7r <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 />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 />0 <br />(D -L0 <br />z C0 <br />(D <br />Z <br />z <br />(nv) z <br />(D <br />cr) <br />ID03 <br />LU <br />U <br />0 LLJ <br />V) <br />F- <br />E <br />c) <br />08 <br />cm, <br />LU <br />E <br />CD n <br />r- ca <br />T.,0 <br />0 04 <br />U-. <br />< 0 <br />cm <br />LO 0 q <br />9 CL <br />Ci <br />AA III <br />0 W <br />CN <br />od <br />-JE <br />co <br />LL Z <br />W- 4 - 0;.. Fpt 0 <br />q <br />O.-F <br />4,vo <br />SS101, <br />To the best of the Q'Aritt on, and <br />belief, the structural plans an."m ined <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 />z <br />0 <br />1­4 C:) <br />(7) cn <br />U,) M Ln <br />Q) v) <br />L- U— <br />CL <br />0� U CL 00 <br />z <br />z 3i E <br />z <br />—1 0 <br />W Lu C:) <br />g <br />LU & <br />U U 00 <br />i- Lu <br />0 <br />Ln <br />z <br />-0 <br />r*.... <br />Lr) <br />0 <br />U <br />V) <br />U) <br />< <br />LLI <br />g� . <br />Iw- R 6 <br />w <br />a <br />F- <br />LLJ <br />f'4 <br />z <br />z <br />z <br />r-4 <br />U) <br />CO, <br />(5 U. <br />� 6 f5 <br />LU <br />LU <br />x <br />< <br />Lij <br />< <br />z <br />0 <br />r-4 <br />cc) <br />ql�r <br />T-A <br />Z <br />Z <br />LU <br />CL <br />(A <br />z <br />UA <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: IFFLORES <br />VERSION No' 10 <br />SHEET NO. <br />SS <br />