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1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOORJAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. 811 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. TO SHT. SDW2-K1 FOR CONN. DETAILS 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 3/16"0 X 3-112" LONG FURRING TAPCONS TAPCONS STAGGERED 2X8 A "' TAPCON. INTO STAGGERED @ 16" BLOCK@ SPACING „ O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 1X8 PER MANUFACTURE 1 DETAIL 2-ROWS INTO MASONRY THROUGH 1-1 /2'+ DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3++ DETAIL 3/16" x 3 -1/2" TAPCON @ 16" 1X4 P.T. O.C. & 4" FROM 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. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2X8 P.T. LONG TAPCONS 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL AR (TYP,) #5 REBAR (TYP) 3/4" PLYWOOD DECKING GLUED AND NAILED W18d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO . BOTTOM PLATE W/ 8d D O4" O.C., 2 ROWS STAGGERED A D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 100 +2A NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"xl-3/4" WEDGE THE BOLTS INTO K.O. BLOCK ES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGFIL S SCALE: N.T.S. rc C FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3114" TAPCON (1 1/4" MIN. A -A =1890 #FOR 2 STRAPS FILL 1sc 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX y. SOLID W/GROUT n 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1„ 1�� U P RT1 M W/ 8 NA11 NAILS 6 x 2 S 6 & •' ARCH BLKG. & B {) ) a BUCK ( a BLOCK HEADER - TAPCONS IF TRUSSIS 2 PLY INSTALL USP TWM16 W/ 6 1/2 DRYWALL ( H ( ) - n 1 AI x 1 NAILS AND Od N LS 8d NAILS AT 8" O.C. AT BUCK -- 1i _ 2 x 8 45 DIAGONAL LEAVE A CUT OUT IN O.S.B.N THE (4) 4 X 14 WEDGE BOLTS [ (1) STRAP -1225 # , (4)10d NAILS INTO 2 STRAPS 2450# INSIDE TO ALLOW FOR INSULATION " ` () )) BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB TO BE INSTALLED FOR OVERHANGS BE OVER 1 1/2" CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST BUILT UP PLWD. BUCK ARCH PANEL CONTACT ENGINEER OF RECORD FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM FURTHER INSTRUCTIONS. SCRIBE {NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERHAN .• '' �� BACKSIDE TO FIT ARCH {4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL a CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WOW. SCREW ANCHO\_2 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4"TO 11/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD (2) 10d NAILS @ 8" O.C. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY .1rov TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3)1/4" X 3 1/2" TAPCONS AT 16" HqH SCALE: N.T.S. SS SEE + + O.C. 12 + + GTH PLYWOOD SHEATHING 1 -0„ 5 -0„ JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN + + INISH FLO QI 2 x 8 BUCK - CONNECT TO BLOCK SECTION 2x6 #2 SYP @ 24 O.C. + + ° WITH 1/4" x 3 1/4" TAPCON (1 1/4"MIN. B-B BLOCKING AS ° : — ROOF SHEATHING ATTACHED + REQUIRED > EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° • ° >.. #5 BAR " /4 MAX 21-011 811 TRUSS + + SOFFIT °: '• n P ° BLOCK HEADER p s ° ; CENTERED W/ SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r • s s , °� IN TOP o EACH TRUSS _ , KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK CHAIR BLK OC NAILS AT EA. E(ND10d PROVIDE 2x sue• MONO FOOTING =j b CONNECTOR PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF JSCHED. .o ° • ° ° 2 x 8 VERT. BRACE(S) TRUSS COMPANY OR 2x4 CLEAN FILL INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 Z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'4' MAX SEE PLAN ° STANDARD o PRECAST LINTEL °- SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN lit 90' HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%2' WOOD FOR OVER HANG FILLED CEL' L ' 8d NAILS START OF ARC ' �; r' ' �; ' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'41) _ . r .: Lo BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" r° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �� "� ' •�� ' f ' ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = l'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. � REINFORCING. PROVIDE LOWER 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 HOOKED DOWEL SEE SHEET D2 AND TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR DRILL 3/4"X6"MIN. HOLE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS CAP TO PREVENT LEAKAGE ANCHOR HTT16 W/ {18) -16d NAILS TO BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ EXISTING BOND BEAM ( REINFORCING TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL COVER 61-0" 5" EMBEDMENT & 3" MIN. U) OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER F'F EDGE DISTANCE FILL CELL FULL HEIGHT W/ COURSE) EXPANSION STRIP �- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• p THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL w d A REINFORCING AS FOLLOWS: l .,•' • U 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <' SEALANT * E: v z 5X6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. * `.:-'' 6" MIN. LAP SPLICE W/ D I i— — 11- g EXISTING FOOTING 2-#5X6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL �T I = Q SMOOTH. DO NO FURROW. '' . ` REINFORCING PANEL cn 04 FILLED CELL (• DRILL 3/4 X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. D > 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c.i REMAIN FREE OF MORTAR. NOTE: "' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. o TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3„ Of A SECTION 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 16" MIN. COVER EA. WAY I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE rD SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SCALE: 3/4" =1'-0" K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SS SCALE: 3/4" =1'-0" SPEEDSFOR WIND UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90 HOOK ti +5A NOTCH WEB AT FIRST 2 COURS C� LO zM 0 z� Q a. Z Qj cn C.� Q) cn w � p .0 Lu 0 (!i � ~ E co i� .0 20 U LU O �M C M co (�OaN — U wig=t— iv 0 O 0 L U_ c0 00 I,ipl, Om li mar; o 14 0 C lfl d CL A 1 B D®it, NC . B�" 11, l K N CN W. .r wm • Vi• rn;\ LLEo�M�, "p CJ N _ _ v= y S % E , To the best of the Engineer'4l�e,fgg� n, and belief, the structural plans and specs l��ti�ns contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I O O Z N 1� 053 M O M a�MLn d w Q ti Ln CLfa ce. CL CO QCO z c0 W d' J 0 WLL0 wZ`" Ul—a H tWjt O Oz}OaU zUQQ 2 � z Z I" Z W co, � �M U U=O�W �. �W zO a. W�w J O 3 r� Ln N Ln rl • J O zo8C2, C^\I Lu 0Lfm Z zBYEQzZ J g Q-Q O r' � Xac� > Qwgoa WSW 0 L Z a N O NoXLLz JoUj 0 o N �LU z .. .. U.j~ g z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. SS f