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1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 MAX 8„ UNACCEPTABLE INSTALLTION � TO SHT, SDW2-K1 P.T. TO SHT. SDW2-K1 FOR HT. SD DETAILS PROPER INSTALLATION � DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. N. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 IUJ"1 X 4 3/16"0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3-1/2" LONG TAPCONS TAPCONS STAGGEREDL1X8 2X8 TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED 16" O.C. BLOCK@ SPACING @ PER MANUFACTURE 1" DETAIL MA 2-ROWS INTO 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 1� 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 _ J 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 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90 HOOK El/a FIE I y +5^ NOTCH WEB AT FIRST 2 COURS AR ` TYP.) #5 REBAR (TYP,) 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 ` `STD. 90° HOOK (TYP.) `STD. 90 2x BAND JOIST W/ FACE NAIL 10d ( ACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 440 NOTC FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/41 1/2" SCREWS INTO BAND THE ES ` ` JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK FILLED CELL PER BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN SCALE: N.T.S. 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 3 1/4" TAPCON ( 1 1/4" MIN. A -A = 1890 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT Z-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1„ 1„ USP RT16M W/ 8 NA11 NAILS & 6 - x 2 BLOCK HEADER ARCH BLKG. &BUCK / TAPCONS 1/2 DRYWALL IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ 6 10d NAILS x 12' NAILS AND 8d NAILS AT 8 O.C. AT BUCK 4 X 1 ' WEDGE BOLTS /1 STRAP = 1225 # , n ( )4 4 �1 ) 2 x 8 45 DIAGONAL 4 10d NAIL I LEAVE A CUT OUT IN O.S.B. ON THE K' f`:.. () S NTO INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#1) BRACE(S) 2 x 8 BRACE/ BLKG. ....' _ . °. 7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 112" BOND BEAM OR CAST CUT HOLE IN O.S.B.FOR CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL IN PLACE BEAM FURTHER INSTRUCTIONS. SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS OVERHAN A • CONNECT W/ 8d NAILS BRACE/ BLKG. T EA, END RETROFIT TRUSS DETAIL N.T.S. �. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW, SCREW ANCHOR ,',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 1 1/2" 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 2'-6" TO 4'4' O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY XO (2) 10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �Fi�GT 1 r-0" 51_O1 1 JACK TRUSS PROVIDED BY SEE + + N PLYWOOD SHEATHING TRUSS COMPANY OR PLAN + + INISH FLO 2x6 #2 SYP @ 24 O.C. + 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED >. > /4" MAX EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT ° • ° : ' o.. #5 BAR BLOCK HEADER 2-0 8 + + SOFFIT gyp. ° 1'0" s D ° ° SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + �y 90 d N TOP RED W/ o " 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r o ° ' , r EACH TRUSS - , eB : ' KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d s� s ° CHAIR BLOCK NAILS AT EA. END PROVIDE 2x r CONNECTOR MONO FOOTING PROVIDE 2 x 8 DIAG. BRACE BT PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF SCHED. ' , r 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH TRUSS COMPANY OR 2x4 CLEAN FILL TO BE INSTALLED > ° • ° ' Z ;' #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 g BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL o ° °rSOTANDARD HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4% WOOD LFOR OVER HANG FILLED CELL , -. , F 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , • . . • �. • ., . _, • �, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ►; ' . INSTALL WDW, SCREW • . • • • • ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL B_B K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. js SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-0" i GLASS BLOCK INSTALLATION NOTES 7 NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. 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 r. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR 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 ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE 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 y 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/ TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. z0 EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER " 5" EMBEDMENT & 3" MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6-0 F F FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. EDGE DISTANCE COURSE) EXPANSION STRIP Ii Lu NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL LU a A REINFORCING AS FOLLOWS: - a 1 SEALANT —J=I 11=ll=I I =I I = PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o ° — — — I- --�Lf--I LI-111 III-1 I g g — — �_ T—" � 5X6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. .r•: ... .P — — _ _ , - EXISTING FOOTING 2-#5X6 IN CONC. 6„ MIN. LAP SPLICE W/ J-I� COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL I=1 J �— SMOOTH. DO NO FURROW. REINFORCING PANEL ° .: — — ai U.) FILLED CELL �I_Ilf r DRILL 3/4„X6„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT u f I- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP GRADE o, p . ° I ° O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV ' •p I � � 3 ` NOTE: REMAIN FREE OF MORTAR. " z_ \ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. 04 g • u TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° a ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL COVER EA. WAY 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. ' f 1) 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 SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. ,y K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. zoOz° z� Q J CL z O cra �--� IJ . p V 0 LL, C21L/711- E 0 I �1 v , t— o m � U N co U_j oco — � Rig tT CO -rMi O o 0 N a) U L LL 00 '5 6 !� rw N AIR CL O Y ¢m LO O V 0)Qo A I B D. If r N N � M L r Z O ITT J J LL " liYY J ° J`a ��•LL` -gyp i� 3 C v a..�,/ LLLa y" t� a o t" U To the best of the`ifi ipee Q(I;W�dge,4 or and belief, the structural' �SeEcific tj,,QQ ained within these drawings cilding Code 5th 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. O ON Z O a) I--� �+ O �>-+Up) Mc) a � M LO a Q Lo ro oC U fu '-I ca. zZ � E ra CD ~ J C:) W Oz 0 �5 W� z a <a W 0� Uz�0 v tz o W p w Z Ld w �Wo oN zz }0 � z zr g - 2 v, L > N o z U U)OZ ¢ W 0 J ggaY1- x0� U�m� O LLJ Eaaza �{ T (V Q zaoa W z J �QQa a F0Lu� 0 z Noo w �n 0wOz UJI O Y a a Q Z z a�z aZ z J - T y a Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2mO SHEET NO. SS 4' II —- -�l l- -