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DOOR JAMB (REFER 1X4 1/2" DRYWALL F� U DOOR JAMB (REFER 1 X 4 F112" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL F TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS *1 FOR CONN. DETAILS FOR CONN. DETAILS X 4 X 4 3-1/4" LONG X 3/16"0 X 4 FURRING 3116"0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16"' TAPCONS STAGGERE D 2X8 LL BLOCK@ SPACING 1" DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" 0. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3/16" x 3 1/2" )' TA P Co N TAPCON @ 16" C) 4 FIR O.C. & 4" FROM 0 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER A 1X4 1/2" DRYWALL DOOR JAMB (REFER E D EACH END W/ MIN EA H C N W DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR 1 FOR F TO SHT. SDW2-K1 2" EDGE DIST. 2" EDGE DISI TO SHT. SDW2-K1 CONN DETAIL FOR CONN, DETAILS FOR CONN. DETAILS 2 O.c. 10d @ 12" O.C. 1X4 FURRING 3/16"o x 2X8 P.T. WITH 3/16"0 X 3" D T A" mr:r 2x P.T. AS REQ'D L 2X8 P.T. �s LONG TAPCONS STAGGERED @ 16" 0 C.. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK BRACE(S) 2 x 8 BRACE/ BLKG. 2 x 8 45A DIAGONAL (4)lOdNAILSINTO 7/16" OSB CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR- \\\-2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -,\ 1-1/2" THK, OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL SCALE: N.T.S. BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BI VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ----,-- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 1 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BLICK ---- I - CONNECT TO BLOCK 2 x 8 BUCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. /4" MAX SOLID BLKG. AT TOP BTWN. ARCH EMBEDMENT INTO FBLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TgEz:-- ----------- INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL `2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 ARCH DETAIL B-B SCALE: N.T.S. IrK �, �s GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2'-0" SECTION A -A 81, 1/4" x 3 1/4" TAPCONS -LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. EXPANSION STRIP 20 ga. PANEL ANCHOR PERANCHOR) 1/4" EXPANSION BOLT (2 9 ga, PANEL REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP SEALANT PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP5 STD. 90, HOOK C t±5 NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS I -PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 114"x2 1/4" TITEN 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W1 (3) #6 X 4%" WOOD SCREWS @ 16"O.C. MAX. OR IF MASONRY WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" O.C. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2 SYP @ 24" O.C. 1,1riltul ROOF SHEATHING ATTACHED .E (5) 12d NAILS PER NAILING SCHEDULE 2X6 TO 2X4 GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 12 SEE PLAN JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. SIMPSON H2.5A W/ (10) 8d NAILS 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. L SECTION @ ENTRY SCALE: 3/4" V-0" ��s MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W , W , M , AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. TOP WITH MIN. 3" OCCURS 6-0" COVER /-F.F. 41 - I I I I / X 1=1 I 1E1 I __=_ 1EE1 I 1=_1 , FE1 I 1E1 I I - GRADE __I I Ifl F: CN cl) (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY 7 SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S 0 40* A# 41*# 414 41* 411#P + + + + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 1 FILLED CELL INSTALLATION 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-15" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" 0. C. TO TRUSS TOP CHORD -'7'1-1 ,—PLYWOOD SHEATHING BLOCKING AS REQUIRED + + SOFFIT + + TO SUPPORT CENTER SOFFIT 6 % SEE ELEVATION FOR OVER HANG (MAX. 4'-0") 0 SECTION@ ROOF EXTENSI N SCALE: 3/4" V-0" �s SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIEDW/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT& 3" MIN. EDGE DISTANCE UNACCEPTABLE INSTALLTION DO NOT DO THIS # #5 REBAR (TYP,) #11 401TD. 90- HOOK (TYP.) SCALE: N.T.S. -,PP cZHPPT n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" OTCH qWB @ FIRST COURSE z 0 cn U- 0 Lu 0 < U) 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB E METAL SEAT PLATE NOTE: NC LAP SHEATHING TO LA BOTTOM OF BAND BC JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG-L�L,.*' RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" EOTE FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51 -011 wo SCALE: N.T.S. #5 w 1.0" CENTERED W/ BAR IN TOP C> . ........... KNOCKOUT/ CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL ow DIRT _10 STANDARD c� 99 HOOK #5 BAR IN FILLED CEL 11� : k 1 .1L V JV Lp I 'V L, L,' .,% . . - - �= Pe,. % V V ,i.v V sk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6'IN CONIC. FILLED CELL U4- SAW CUT SECTION A SCALE: N.T.S. SCALE: N.T.S ?,AN I Kj N C, E N 3 4 86 1hr -0 P40MV'k . � N, w!'50, z ti: z 02 z 0 0 zo 8 � -,:� OP:Z- Z =) 8 iS 3 1 �� m" zum So z Z, CIE u zw z 'Z �Ds V) �<2p< �= �� 2�', z z w z 0 w ICD - t� Z5 � Z< ,Z Z u� wz "u uj cc , =-� _j w z: I it - mu w D Lu < r0 r- 00 r-i �D 174 rn r1j k.0 r-4 rO Ln 00 k.0 00 uj uj z mm cro� Ln rc L uj I= - < 0-0 m, LIU F` L, - v) uj cc 0 00 3: m: Lu __j rj in u- uj < S2 �e ji z: <Z �� 0> ou Lu Fj co > L>U< x- r,: < Z r� Lu < Lu go vi :5 oq 0� -1:� 0 Lu CL z co < 0 < > 0! c:) c:) z rN 0 Q) U-) c:) P-4 ilo -, > U-) cn P-4 in M (o Lo g V) -I- V) N Ln L_ LL 0�. el-% 0-00 E z z Lu CD U) w 0 U) w < SCALE AS NOTED DATE 03-11-2019 SHEET NO. ss