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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 P.T. To SHT. SDW2-K1 TO SHT. SDW2-K1 Mom' 8„ DO NOT DO THIS PROPER INSTALLATION 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. FOR CONN. DETAILS ', '% FOR CONN. DETAILS �� 1 X 4 / �" � FOR CONN. DETAILS / i 1 X 4 �' ° �� #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED �� 3116"0 X 3" LONG ;�� FURRING 3/16"� X 3-1/2" LONG �' ' � �� FURRING #b REBAR (TYP,) AND NAILED W/ 8d COMMON @ -1/4" LONG X /1 , - FURRING 3 0 G 3 6 0 TAPCONS 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 ATTACHED WALL SHEATHING TO BLOCK@ SPACING „ DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED @ 16" O.C. 1X8 2-ROWS INTO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH �� 3 DETAIL . D. 90 HOOK (TYP.) STD. 90^ HOOK (TYP.) I _ 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS 4h, 2x BAND JOIST W/ FACE IL 3/16" x 3 -1/2" TAPCON @ 16" E11L L 10d @ OP & BTTM CHORD, METAL SEAT PLATE NOTE: AND (8) FACE NAILS 10d @ O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4 LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB REFER TAPCON ( TO SHT. SDW2-K1 FOR � "' JOIST TYPICAL 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" t2" NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" LONG TAPCONS - SCREWS INTO BAND JOIST & (4) 3/16"xl-3/4" 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 WEDGE BOLTS INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES _ +5A FILLED CELL PER FOUNDATION PLAN 40 BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. 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 31/4" TAPCON (1 1/4" MIN. A -A = 1890 #FOR 2 STRAPS FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX :' SOLID W/GROUT n 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS ' e 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS & 1, t„ 24 BLOCK HEADER ARCH BLKG. & BUCKZ USP RT16M W/ (8) NA11 NAILS (6) 4 x TAPCONS 1/2" DRYWALL * ', (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d1NAILS x 12" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (4) 4 X 1 4 WEDGE BOLTS [ (1) STRAP = 1225 # 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE , (2) STRAPS 2450#]) BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16 OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2' BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' %'.' ' ; •. •: SCRIBE (NOTCH) * BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN : ` '•j°� CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 't. 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 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 2 X 4 #2 SYP SCAB TO SIDE OF � TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" T01 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y? WOOD ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY / k0� (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD FRygN ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + ` + F/y0 + TN PLYWOOD SHEATHING �� 1 -Q 5 -O JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. - + + + + + + INiSH FLO 2 x 8 BUCK -CONNECT TO BLOCK SECTION BLOCKING AS + + ° WITH 1/4 x 31/4 TAPCON (1 1/4 MIN. " B-B ROOF SHEATHING ATTACHED + REQUIRED D „ EMBEDMENT INTO K.) 1/4 MAX PER NAILING SCHEDULE ' ALL TO SUPPORT ° _ . ° ` #5 BAR 2'-0" 8 TRUSS + + SOFFIT + D a D p . ° 10 ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + ° _ °° 9_" IN TOP 1 X 4 FURRING — BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP sop p .. ° KNOCKOUT / N EACH TRUSS � � ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x J CONT. W/ (3) / ° ° CONNECTOR MONO FOOTING 1 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON j T EA. SIDE BUCK - 1 WITHIN 4 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7 SIZE AND REINF. PER PLAN ° AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 /- ° CLEAN FILL D ° D 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - PRECAST LINTELJ °. o 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION LSTANDARD D 90° HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") - INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. -Ilk PER INSTALLATION DETAILS g-g ARCH DETAILSTEMWALL rK SECTION @ ENTRY rL SECTION @ ROOF EXTENSION M FOOTING REINF. PERLAN AND SIZE AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = 1'-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. 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 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 �� COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & 1 - 5/8" DIA. ALL () ,_ #5X6 EMBEDDED INTO PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS THREAD ROD EPDXIED W/ Z I EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. ; 0il SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEAD IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0" F F 5" EMBEDMENT & 3" MIN. Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EDGE DISTANCE 1 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP o S2 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° c P o w a A REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DON T FURROW. o u ow. _ -1 I -1 I El I i== I I=III- — — — o ° — — — — k. I I —I 11=III—I � I, ; ,III-1 I I- n � � , * PRESS PANEL REINFORCING INTO PLACE. #5X6 EMBEDDED INTO ,� 6 MIN. LAP SPLICE W/ III=III—III- g EXISTING FOOTING 2-#5X6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 1=1 I F1 11= _ = cn N FILLED CELL SMOOTH. DO NO FURROW. 00 0 ° o III —III —I III= DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE p p I I=fl - SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° , 4 G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE ii 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 2 p TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 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 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) 16" MIN. COVER EA. WAY A SECTION 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) 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. N N 0 U vi E � N F- N �o coo o a U r N N .. O ry cNi1 _o"'0 0 m fG d' U w O E (Z U_ Cf) �MY N O 0o' Y � 0 00 Q. OD U5 rn `� 0 A B D® N CBD 1° G P A. OkL jia®� a� V lEo Z o m� Wow � OR c;(��t/ /11111 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 N M Z :h! co O=6 j r-, o 14Q 0 M o ,--I Q '> fu Fes- >LL� Ce i N Z = 4, Z M WJ CD Lna) LnLn V Q Z W � 0 z WU_ o J mQW W vF-2:Noo �} V rl �O z r z¢ V zrQOE¢ r-I 2¢ ¢ �,z-wiz 0 LDzokaw �:5-5 o-' rl Oz0 ��w O � ■ � W J J 2 lfl 0 l0 Lq Z J �$ Boa ¢ z U a O U LL, NCao o°WCF za0®Zz Z � 1 WWo�,o a�J¢oQ� oLy>2oa W z LL wn!wOLLz¢ p M ??QOQ a�u`C1 NNoza J � Y w aa�� 0 LL W U Z Z 0 g SCALE AS NOTED PLOT DATE: 09 / 10 / 2011 VERSION NO. 1.01 JOB NO: 11-1260-1263 SHEET NO. SS