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— — — — — — I I I — — — — — — — I I I I I I L---------------I I I I 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" 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 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. ' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 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 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d 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 J SCALE: N.T.S. SS DOOR JAMB (REFER 1X4 1/2" DRYWALL 1 X4 1/2" DRYWALL DOOR JAMB (REFEIg DOOR JAMB (REFER 1 X 4 1/2" DRYWALL P.T. TO SHT. SDW2-K1 TO SHT. SDW2-Ki TO SHT. SDW2-K1 FOR CONN. DETAI FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 3/16"0 X 3-1/2" LONG FURRING TAPCON. INTO STAGGERED @ 16".T. TAPCONS STAGGERED 2X8 BLOCK@ SPACING ,� 1 DETAIL O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2„ DETAIL MASONRY THROUGH 3" DETAIL 1 x4 P.T. & 1 x8 P.T. 1 x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 2x P.T. AS REQ'D 8 P T LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS r SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 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 n 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� SECTION A -A 811 1/4" x 3114" 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO .) 21-011 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS \ BUCK- (1) WITHIN 4" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF INSIDE TO ALLOW FOR INSULATION ARCH TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. THRU OSB INTO 2 x 8 B—B ARCH DETAIL KK SCALE: N.T.S. SS 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 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE 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 MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING (EVERY OTHER COURSE) EXPANSION STRIP EALANT PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB� (Typ') STD. 90' HOOK 0 5.L NOTCH WEB AT L1___ FIRST 2 COURSI FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦� DO NOT DO THIS �R YP.) I� I, #5 REBAR (TYP,) , I, I, +STDD. 90" HOOK (TYP.) -♦♦ I tv R NOTC c,� ,RSTCOURSE THE ,, ♦♦, FILLED CELL INSTALLATION rH SCALE: N.T.S. ��S S ,) 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2-6" 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. IF TRUSSES USED) W/ (3) #6 X 4'Y' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY kOV (2) 10d NAILS @ 8" O.C. FRygH TO TRUSS TOP CHORD WALL USE (3)1/4" X 31/2" TAPCONS AT 16" O.C. 12 + + �FNGTy PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + + ING AS ROOF SHEATHING ATTACHED + + REQUIRED PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + + SOFFIT (5)12d NAILS SIMPSON + + 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. s 8d NAILS EACH TRUSS • CONNECTOR SEE LINTELSCHED. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. ENTER SO IT J 4'-0" MAX SEE PLAN PRECAST LINTEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'4") WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. I=1 1=11 f IZf--_I 11' 11 El 11-1 11-1 I I III —I I 1=111I —I I I-111= I —I I 1=1' ° I —I I I-1 I I. GRADE �. .D . . . , I- III— ° . M ? ' z \ D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" QPP cuP;P;T n2 AND FOR SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z 0 Q LL 0 W U 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED ,--2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. -w/ (4)1/4x1 1/2" SDS 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 )RSES UT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 51-011 NISH FL SCALE: N.T.S. o. A> Y #5 BAR n D :D . v• loll e p a CENTERED W/ g o 90'HQO` IN TOP c KNOCKOUT/ N = ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I n CLEAN FILL DIRT D Z ° STANDARD o 0 9Y HOOK N #5 BAR IN FILLED CELL v Ilk ss- - v STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS 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 t 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 CONC. FILLED CELL � ot'. 4" SAW CUT iA� SECTION SCALE: N.T.S. SCALE: N.T.S. �O ' ° ° • ` ppp'�/�'` ® �� ew m C3 ® %6 co Droll w U u ¢ Z O 0 w w =QUO OaC`2 J H a o ooQ^ 0 U h p 0 �= Z j w >Wm� 3gzua w w li 0 rl w0�0 wZUzln >�o� �aZa� SFLL p �CGXzw -OwLL' z,�„wao z OC <z x ��- = LL Q m z cn LL w Q O a F- 2 W N LL a O� W O= 0 F Z m Z Z w>- Z 0 -0- wZac— L.L. rw0 wC7w=a Q Z H 0 z Lu woG ~mow>� J �D Q =ate aQwF V) m I`1 V Cfl N m N m L 00 ME z m ui w a a: :, N Q N mmm W 2 `t L 0 mmm W v1 f 0 w w z W " N �: N LL Q 0 W z z uU . 2 W v 00 0 LLj x Q Z S 3 Lu �; g a 1° Q O Z r14 0a)1-, >V)roO M Q U) f0 Lrn d cn•Ld- Q ILL \ i•N 0Y31fo 0-00 Z cv w O w Jc:) U) w O u) z J J Q F- W V Z Q U) SCALE : AS NOTED DATE : 05-07-2018 SHEET NO.