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1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 r1/2" DRYWALL I DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 — TO SHT. SDW2-K1FOR CONN. DETAILS FOR CONN. DETAILS F\_1 X 4 FOR CONN. DETAILS 1 X 4 1 X 4 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" 1X8 P.T. TAPCONS STAGGERED STAGGERED @ 16" O.C. ti(g lx8 BLOCK@ SPACING �� 1 DETAIL O.C. 2-ROWS INTO 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1/2�� DETAIL MASONRYTHROUGH8 DETAIL 1 x4 P.T. & 1 x8 P.T. lx.T. & 2x8 P.T. P.T." 3/16" x 3 -1/2" TAPCON @ 16" O.C. & 4" FROM 1X4 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 FOR CONN. DETAILS 2" EDGE DIST. TO SHT. SDW2-K1 FOR CONN. DETAILS CONN. DETAIL 10d @ 12" O.C. — 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 2x DETAIL 21/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 D=TAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. ss 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) 2 x 8 BRACE/ BLKG. 7/16" OSB 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)1Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 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 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 ir IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK -WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO lF SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END - ---_� LEAVE A CUT OUT IN O.S.B. ON T �- 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)10d NAILS EQUAL THRU OSB INTO 2 x 8 B-g ARCH DETAIL K 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 MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SECTION A -A 8" 1/4" x 3 l/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 4' MAX. RAD. SECTION B-B 2'-0" O" EQUAL 20 ga. PANEL ANCHOR 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) LIF'LII- I sus '.;.:,:.:;• PROPER INSTALLATION MAX, 8" FILL SOLID BOTH CELLS 1. #5 REBj (NP.) STD. 90' HOOK (1 riL 71L P L ]/a Y/ t5^ NOTCH WEB AT FIRST 2 COURSI GAVAUI I T = tfU0 8 rUK 1 J I KAF =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W/ (4)1/4"x1 1/2"SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. SCREV S @ 16" O.C. MAX. OR IF MASONRY WALL L SE (3)1/4" X 31/2" TAPCONS AT 16" O.C. JACK T CUSS PROVIDED BY TRUSS COMPANY OR 2x6 #2,' SYP @ 24" O.C. ROOF S iEATHING ATTACHED PER NA' -ING SCHEDULE (5)12d NAILS 2X6 TC 2X4 PROVIDE 2x " PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY - MIN. OF START OF TRUSS COMPANY OR 2x4 ARCH #2 SYP @ 24" O.C. START OF ARC 4' MAX. RAD. EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP 6" MIN. LAP SPLICE W/ REINFORCING PANEL 4'-0" MAX 12 SEE PLAN SIMPSON H2.5A W/ (10) 8d NAILS 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� IF TRUSSES USED) W/ (2) #6 X 4Y:" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" ss (1) #5 BARS CONT. TOP WITH MIN. 3" COVER 6'-0" 6" MIN. LAP SPLICE NOTE: M SEE GLASS BLOCK INSTALLATION NOTES, SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1E pD G ° GRADE D. p . D - °. ° r �D \ D ` (_ 16" MIN. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS I -F.F. 71. (2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN F; YP.) rHE !S I IAIAPPCIOTAQI C IAIQTAI I TInKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. x (2)10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD + + CFN�Ty PLYWOOD SHEATHING + + + + + BLOCKING AS + + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR ° SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" �,!sj e1=G cNF;:T 112 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 E 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" r Ir z O m U- O w I- 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)1/4xl 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 SCALE: N.T.S. ' FILL is14 COURSES SOLID W/GROUT a: a FOR OVERHANGS BETWEEN OVER 1 1/2' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ;« OVERRAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 5'-0" ° . .. ° D #5 BAR pA CENTERED W/ .D° IN TOP c _ D KNOCKOUT/ zv III i I -I ° CHAIR BLOCK MONO FOOTING I —III D SIZE AND REINF. PER PLAN AND SECTION DETAILS -1 -I _ o CLEAN FILL DIRT Z °. STANDARD c #5 BAR IN 90' HOOK N FILLED CELL • sk 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 PROJECT 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 SAW CUT Al EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. w U W- w Z Q w z o WL) m 0 Q Z 1 . m 6 Z < UJ _ ul ¢ l • Q W N T_ 9w I- z 0 2 �Q w 0 O�W F_I=- Q 0 C W cM N Y/ E.0 t O 0 L- 8 c U ° "N p S w Q_ 4 H u NC E M o .0 O a F LU Q V ~n� 0 vi w O F- -¢au-YuZ?- a _joix00- LL�oo'oz <0�a o ��QQ p� Q jZYw QZZov�OZ WOm �r_ mwma�a LL o o¢Z a oQ 0 �Qu- ilE O 04 Z w 0� >cl)0 F:M O Q�M1� u� �_j ti QwQLo � a � M 00 Z V I<— W w Jc:) CO N to `— N N N 4 O ' O O CD 0 O N' L L > 04 N ^` V`/ " ' �/ Z Z w0E—>_ W IwO — c� O a o Lu u Q z Lu Q �mOZ W �Z3.J ot III � �2ZIr o-ZZ (� �a w �ZZ Q � Z Fa0 z L) V IL� oo m Q z z J w qdl CN o r— LAST PLOT DATE Apr. 3, 18 z.j..i O STRUCTURAL _I iDETAILS-RETRO FIT