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1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1X4 /2"DRYWALL DOOR JAMB (REFER <br />I X 1/2"DRYWALL <br />I AP4F <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER--� P.T. F <br />TO SHT. SDW2-K1 E <br />TO SHT. SDW2-K1 TO SHT. SDW2-Kl <br />FOR CONN. DETAILS <br />MAX. 8" DO NOT DO THIS <br />PROPER INSTALLATION <br />2'x BOT. PLATE W/ (2) 10d @ 6- O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />X 4 <br />1 X 4 <br />#5 REBAR (rYP,) <br />3/4"PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />X 4 <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16"0 X 3" LONG FURRING 3/16-0 X 3-1/2" LONG <br />TAPCONS <br />F <br />FURRING <br />#5 REBAR <br />(TYPI) <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 STAGGERED <br />STAGGERED @ 16' <br />2X8 <br />BLOCK@ SPACING <br />1 DETAIL <br />r, <br />11 <br />O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. <br />2-ROWS INTO <br />2 <br />1X8 <br />PER MANUFACTURE <br />MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL <br />. <br />STD. 90A <br />D. 90' HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 1 Old <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 "P.) <br />FACE NAILS 10d @ TRUSS VERT. <br />MB <br />3/16"x 3 -1/2" <br />TA P N <br />TAPCON @ 16' <br />CO <br />]OIL L> <br />METAL SEAT PLATE <br />C 4 FR <br />O.C. & 4"FROM <br />0 <br />1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER <br />1X4 Fl/2" DRYWALL <br />A- <br />L:jlz <br />NOTE: <br />LAP SHEATHING TO <br />H END W <br />DOOR JAMB (REFER EACH END W/ MIN. <br />K FOR <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />BOTTOM OF BAND <br />6EA IS7 <br />2 EDGED <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO BHT. SDW2-Kl CONN. DETAIL <br />J0 <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12"O.C. <br />2. 0 C <br />1X4 <br />I <br />FURRING <br />'900 <br />2X8 P.T. WITH 3/16"0 X 3" <br />16"" X <br />t2m <br />NOTC @ FIRST COURSE <br />NOTC @ FIRST COURSE <br />USP HGAM10 @ 12- O.C. w/4-SDS <br />'S <br />L 2X8 P.T. LONG TAPCONS <br />2X8 <br />L <br />1/4xl 1/2" SCREWS INTO BAND <br />2x P.T. AS REQ'1D <br />T <br />STAGGERED @ 16"O.C. <br />JOIST & (4) 3/16'xl-3/4' WEDGE <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />NOTCH WEB AT THE <br />FIRST <br />BOLTS INTO K.O. BLOCK <br />t5 A <br />2 COURSES <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS _,N'111 <br />rc C IN <br />\_ <br />FILLED CELL PER <br />PL <br />FOUNDATION PLAN FILLED CELL INSTALLATION <br />le H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />�s <br />SCALE: N.T.S. <br />� �S <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />- mo SECTION <br />A -A <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4"x 3 1/4" TAIRCON ( 11/4" MIN. <br />= 1890 # FOR 2 STRAPS <br />FILL I st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />7-011 <br />8" <br />1 -PLY PRE-ENGINEERED TRUSS <br />SOLID W/GROUT <br />ir <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4"x3l/4"TAPCONS <br />USP RT1 6M W/ (8) NAII 1 NAILS & (6) T' x 2k <br />BLOCK HEADER ARCH BLKG. & BUCK ... .. .. .... <br />TAPCONS <br />1/2" DRYWALL <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM 16 W/ (6) <br />1 Od NAILS x 1? NAiLS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />—LEAVE A CUT OUT IN O.S.B. ON THE <br />(4) t'X 1 r WEDGE BOLTS (1) STRAP 1225 <br />2 x 8 451 DIAGONAL (4) 10d NAILS INTO <br />I N To <br />BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#]) <br />BLKG <br />2 x 8 BRACE/ BLKG. <br />7/16"OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 1 <br />iOLEIN S B - FOR <br />BUILT UP PLWD. BUCK ARCH CUT HOLE IN O.S.B. FOR <br />PANEL <br />Oi IS <br />POLY -CELL IN TH4iS 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 />FACE OF ARCH W/ (3) 1 Od NAILS <br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHANG—..., <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />\_2 <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR-/ x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN <br />ARCH FACES W (4) 10d NAILS THRU OSS INTO 2 x 8 <br />RETROFIT WALL OVERHANG DETAIL <br />(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 2'-6" <br />FOR OVERHANGS BETWEEN 3/4"TO 1 11r <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 4%" 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 />-rov (2) 10d NAILS @ 8" O.C. <br />4 <br />ARCH DETAIL <br />WALL USE (3) 1/4' X 3 1/2' TAPCONS AT 16' <br />'ej TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <br />+ + r/y PLYWOOD SHEATHING <br />V-0" L F-O" <br />JACK TRUSS PROVIDED BY <br />+ + <br />TRUSS COMPANY OR P <br />2x6 #2 SYP @ 24' O.C. <br />+ + <br />+ <br />INISH FLOQ <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />WITH 1/4" x 3 1/4"TAPCON (11/4" MIN <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />EMBEDME'NT INTO <br />/4"MAX <br />PER NAILING SCHEDULE LL <br />TO SUPPORT <br />TRUSS + <br />#5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />7-0" 8-1 <br />(5) -12d NAILS <br />I— T + <br />+ SOFFIT <br />1.0. <br />1-:IN <br />CENTERED W/ <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP <br />9NT <br />TOP <br />I X 4 FURRING <br />EACH TRUSS <br />KNOCKOUT/ ZN <br />CHAIR BLOCK <br />8d NAILS @ 8' O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 10d <br />CONNECTOR <br />% <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BTWN,, <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W1 (3) <br />MONOFOOT <br />_! 1 — <br />E <br />VERT. BRACES WHEN HGT. OF `- <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4' <br />JACK TRUSS PROVIDED BY--/ <br />SCHED. <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24' O.C. <br />bENTER SOFTIT <br />CLEAN FILL <br />DIRT <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-T MAX SEE PLAN <br />PRECAST LINTEL <br />STANDARD <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN 90r <br />HOOK 04 <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4Y.' WOOD <br />FOR OVER HANG <br />FILLED CEL <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. 4'41 <br />1 -1 v L <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />WALL USE (2) 1/4' X 3 1/2' TAPCONS AT 16' <br />L L <br />INSTALL WDW, SCRE THRU OSS INTO 2 x 8 <br />O.C. <br />vk <br />ANCHOR INTO ARCH BLKG. <br />rK <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS 13-13 ARCH DETAIL <br />SECTION @ ENTRY rL_�� <br />SECTION @ ROOF EXTENSION <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. <br />� �s <br />SCALE: 3/4"= V-0" <br />1\ �s <br />SCALE: 3/4"= V-0" <br />\Ilis� <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 />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 />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <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 />WHERE THIS CONDITION <br />STUDS & (1) - 5/8' DIA. ALL <br />#5X61 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 "SE-r EPDXY MIN. <br />>_ <br />Ix EXISTING BOND BEAM <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 61-0" <br />5" EMBEDMENT & 3" MIN. <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OT HER <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 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 />Uj _j A <br />REINFORCING AS FOLLOWS: <br />• PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />a. <br />• PRESS PANEL REINFORCING INTO PLACE. <br />5XVEMBEDDED INTO <br />6" MIN. LAP SPLICE W/ <br />JI <br />3.1 EXISTING FOOTING <br />245XVIN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />C4 <br />DRILL 3/4"X6!'MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />G DE <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 />C%j <br />M <br />REMAIN FREE OF MORTAR. <br />2! / <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />.. * <br />& � <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />;4" 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. 00, COVER EA. WAY <br />K�A <br />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. LEAVE SPACE FOR SEALING. <br />�Jj <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 FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE 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 />Z co <br />—8 <br />ZCD <br />z <br />< <br />z <br />Ln (D <br />Q) <br />C—n <br />4--J LU <br />Q) <br />0 LU <br />Lh CL, <br />C) <br />N <br />E <br />8 <br />a <br />0 `0 C, <br />gt <br />LL <br />< COM <br />0 <br />-A <br />8D <br />N C-B-D-C <br />0 <br />-W <br />it <br />L <br />-4 <br />W_ 6 1 w v - <br />al -26 <br />iEo <br />CIZ <br />Im . C%j <br />0 F sl <br />To the best of the Engineer'; 6wlecVe:i�forrnation, 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 />o <br />0 <br />z r4 <br />0 a) r-, <br />4.J <br />z <br />m Ln <br />�5 <br />(1) — Ln <br />LL <br />Z <br />Cn <br />M T-1 <br />CL 00 <br />z E <br />z <br />Uj FT <br />W <br />0 Z <br />65 <br />z <br />in 0 <br />ro- Q <br />M <br />!Exz Pz <br />m2, -zW <br />Nffl -, <br />8 <br />cm <br />z 0 <br />U) <br />11744 <br />C114 <br />Ln <br />0 <br />­0 <br />Z <br />or 0 Z <br />Z39— <br />[2 <br />z <br />Lu <br />LU U., 0 00 <br />Uj < 6 <br />= <br />_j <br />162 <br />0 Z!� <br />Was <br />>02 <br />CD <br />I., <br />W <br />(D <br />re) <br />z <br />UJI <br />> <br />0 <br />Z <br />:5 <br />z <br />" <br />_j <br />0- <br />SCALE : AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FLORES <br />VERSION NO. <br />15 n 25_ <br />JOB NO: 17-4135 <br />SHEET NO. <br />SS <br />