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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 UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 MAX.8" TO SHT. SDW2-K1 P.T. TO SHT. m ni;:T i FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.G. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 " Imf 1X4 " " 3/16 0 X 3 LONG FURRING FURRING 3-1/4" LONG X 3/16"0 FURRING 3/16'9 X 3-1/2" LONG TAPCONS TAPCONS STAGGERED 2X8 TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 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. 31� DETAIL 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 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'� X 3" 2X8 P T 2X8 xP.T.AS LONG TAPCONS 2TREQ'D STAGGERED @ 16" O.C. 2x DETAIL 21/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED (�,p) 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 D. 90° HOOK (TYP.) ROWS STAGGERED K (TYP.) 2x BAND JOIST W/ FACE NAIL METAL SEAT PLATE 10d @ TOP & BTTM CHORD, Q01L IL D/ NOTE: AND (8) FACE NAILS 10d @ LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND JOIST TYPICAL r •: f2++ NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK IRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION rH-'� SCALE: N.T.S. SS RETROFIT FOR MISSING EMBEDDED STRAP 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 31/4" TAPCON (1 1/4" MIN. A -A + , FILL 1st4 COURSES =1890 # FOR 2 STRAPS ' EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS ::* Souow/cROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 l/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK USP RT16M W/ (8) NA11 NAILS & (6) k x 2k TAPCONS ' 1/2" DRYWALL * _ (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) ' r 10d NAILS x 1? NAILS AND 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE .p = ` -=: (4) X 1 WEDGE BOLTS [ (1) STRAP =1225 # , (2) STRAPS 2450#j) a •• INSIDE TO ALLOW FOR INSULATION BRACE(S) 2 x 8 BRACE/ BLKG. -" 7/16" OSB TO BE INSTALLED - n$ < ,=';Y ' "` FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR "�: ;_>:=;;:,:. < > x > BOND BEAM OR CAST CONTACT ENGINEER OF RECORD FOR •' FURTHER INSTRUCTIONS. BUILT UP PLWD. BUCK ARCH PANEL IN PLACE BEAM SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. • • . FACE OF ARCH W/ (3)10d NAILS ' •: BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. AT EA. END RETROFIT TRUSS DETAIL N.T.S. INSTALL WDW. SCREW ANCHO 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 3/8" 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'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y," WOOD NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REQ'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY x0 4' MAX. RAD. (2)10d NAILS @ 8" O.C. VFl� TO TRUSS TOP CHORD 1 ARCH DETAIL WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" hqN SCALE: N.T.S. SS O.C. 12 + �FH -011 5r_On JACK TRUSS PROVIDED BY SEE + + C'TF/ PLYWOOD SHEATHING TRUSS COMPANY OR PLAN + + 2 x 8 BUCK - CONNECT TO BLOCK SECTION 2x6 #2 SYP @ 24" O.C. + + + BLOCKING AS INISH FLO °.. ROOF SHEATHING + REQUIRED > o D `o WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. PER NAILING SCHEDULE /ALLB-BTO SUPPORT #5 BAR /4"MAX EMBEDMENT INTO )", 2'-0" 8" TRUSS + SOFFIT P BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + + p 10 p. u ° . ° CENTERED W/ USP RT3A 2X4 SYP ► ► o ° H I IN TOP 9 KNOCKOUT / N 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 EACH TRUSS _ D t�. 8d NAILS @ 8" O.C. AT BUCK ° 2 x 8 VERT. W/ (2)10d s D. . CHAIR BLOCK PROVIDE 2x CONNECTOR MONO FOOTING ° NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE CONT. W/ (3) SIZE AND REINF. PER PLAN ° B PROVIDE (2) MIN. •a 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 SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF CLEAN FILL TO BE INSTALLED 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH 00, #2 SYP @ 24TRUSS PO.C. ANY OR 2x4 ENTER SO IT DIRT J BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90' HOOK EN TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL 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' M WALL USE (2)1/4" X 31/2" TAPCONS AT 16" L ° - - INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. " ''' ' ' ANCHOR INTO ARCH BLKG. I STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY L SECTION ROOF EXTENSION MONO TO STEMWALL FOOTING _ B_B @ �U M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC 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. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS SILL. EXISTING BOND BEAM. C) SET A FULLLL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL 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 BLOCKAFTER INITIAL PLACEMENT. FOR SOLID GLASS CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER HTT16 W/ (18) -16d NAILS TO COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL r #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL COVER V-0" F F 5" EMBEDMENT & 3" MIN. a OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER EDGE DISTANCE FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP ° U_ LU NON SHRINK GROUT. J. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ' " X o w _j A REINFORCING AS FOLLOWS: _ r;=:Y ° —I` - Q ai 1 SEALANT — a �,. _Y.- •'" o ° ~ 5X6 EMBEDDED INTO PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;,.; - v •. -,..' ;,r,,, • _ p . I I U g , PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o ° W EXISTING FOOTING 2-#5X6' IN CONC. *SMOOTH. FILLED CELL SMOOTH COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL :; • • ' .'�: " REINFORCING PANEL in . DO NO FURROW. zsr: iJik� _ " xi^�;` ' N `'' +' �� ° DRILL 3/4"X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT "�-'"`-t,'.t •• — SET BAR IN EPDXY 6 . , ...... ..,;. ;_ � GRADE . o... .. , P � � � - FURROW. MAINTAIN UNIFORM JOINT WIDTH. `'"*`< Y:` ' " MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST : f:-=: �' SPLICE NOTE: REMAIN FREE OF MORTAR. �`� -.w SEE GLASS BLOCK INSTALLATION NOTES. r 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 SEALANT , ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16"MIN. COVER EA. WAY A SECTION WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) *(110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) EXISTING FOOTING 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN *(110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) = 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. " 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. FILL SOLID BOTH CELLS #5 REBAR STD. 90' H00 1 L71 T' 7/ t5" NOTCH WEB AT THE F 53 L C N U) to 0 u _ 0 (DO) 4) ra ;� ECaoo Dow U O N N •• o��0 0 -� 70 mpw m C 0 f6- fa LL m L M Y (D U 1N +�+ a O CO 0 coo W 00 0 A � B P. N.C.-ww.D.0 ``�A11111tft(r�� %%IC A �!Q N Sa�I�U Lu' • W'C r Q •,W "Z N � LLZ/O ' O • � •....' EN fit tt1ttt1110% To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. O '- M (V M Z ate_+ M 0 O �M O^ ra a'L ON -fOp z L DC M N %0 CnM Z WO LU Lna) Ln V Q Z LU w2iiZ J mz m �. M Z>.8QJ 0 0 ZQa a¢ r"•� O =wPz W � W M a U,V o 8005WN CD W =ZOO r-1 l0 N0 �O Ln Z Q a O ~ oo�� ` N m = `L ` O Z � � aW�d2°�� a LU CD OLLZQ i oS : 61 LLa O �oz�a ~u- LL LU • Z z SCALE AS NOTED PLOT DATE : 07 / 08 / 2011 VERSION NO. 1000 JOB NO: 11-0958-0961 SHEET NO. SS