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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 FOR CONN. DETAILS MAX. g" PROPER INSTALLATIONDO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS 1 X 4 ,� 1 X 4 FURRING q5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED �' 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING TAPCONS 3/16.0 X 3-1/2" LONG ' #5 REBAR (TYP,) AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED y(g ATTACHED WALL SHEATHING TO BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED 16.1 O.C. 1X8 @ 2-ROWS INTO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� 3 DETAIL STD. 9V HOOK (TYP.) D. 90 HOOK (TYP.) ROWS STAGGERED 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS �J/ 11L 7 Z!:77 x BAND JOIST W/ FACE NAIL SEAT PLATE 10d @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ 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 7METAL FIE VE71L LAP SHEATHING TO TRUSS VERT. WEB DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON ( TO SHT. SDW2-K1 FOR BOTTOM OF BAND " TO SHT. SDW2-K1 2 EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS r-=j 10d @ 12" O.C. 1 X 4 �j FURRING 2X8 P.T. WITH 3/161 X 3" t2" NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" 2X8 P.T. LONG TAPCONS 2X8' - SCREWS INTO BAND JOIST & (4) 3/16 x1-314 2x P.T. AS REQ'D STAGGERED @ 16" O.C. 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 ±5^ FILLED CELL PER FOUNDATION PLAN - ALI L 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 A -A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. =1890 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT Tr 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS w USP RT16M W/ (8) NA11 NAILS & (6) 4" x 2a' '! ` BLOCK HEADER ° TAPCONS y 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 LEAVE A CUT OUT IN O.S.B. ON THE (4) 4" X 14" WEDGE BOLTS [ (1) STRAP =1225 # , 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO INSIDE TO ALLOW FOR INSULATION 2 STRAPS 2450#]) O :• BRACE(S) 2 x 8 BRACE/ BLKG. TO BE INSTALLED :; t _ 7/16" OSB BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 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 OR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) * FACE OF ARCH W/ (3) 10d NAILS •' BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB N.T.S. • 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 A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -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 1 112" 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 4%- WOOD NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REO'D. 4 MAX. RAD. ('�J� SCREWS @ 16" O.C. MAX. OR IF MASONRY / xOV (2)10d NAILS @ 8" O.C. AE yA TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + PLYWOOD SHEATHING + 1-On 5r-011 JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. - + + + + INISHFLOQI 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 `D D C{� EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° �AW' MAX 2'_0- 8- TRUSS + SOFFIT + ° . p . D o #5 BAR p BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 1fl' H o ° . ° CENTERED W/ g BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . , ° D ° `� IN TOP c 1 X 4 FURRING EACH TRUSS D KNOCKOUT / N ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d CONNECTOR °-� ° ° PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2X CONT. W/ (3) D MONO FOOTING o . VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24 �� TAPCON AT EA. SIDE BUCK- 1 WITHIN 4 �� O 12d NAILS JACK TRUSS PROVIDED BY SEE LINTEL SIZE AND REINF. PER PLAN ° AND SECTION DETAILS SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED g 4'-0" MAX SEE PLAN - BUILT UP PLWD. BUCK - PRECAST LINTEL STANDARD C)- ° SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN D D 90' HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'h" WOOD FOR OVER HANG FILLED CELL ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-01 o° BTWN. OSB ARCH FACES W1(4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION ENTRY L � SECTION ROOF EXTENSION � M STEMWALL FOOTING SIZE AND B-g REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-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 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) T #5 BARS IN. 3"CONTOCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET' EPDXY MIN. Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 6'_0" F F 5" EMBEDMENT & 3" MIN. to a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP � EDGE DISTANCE � LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° ( C p � D p LU A REINFORCING AS FOLLOWS: - ' '`;' 11=III=III=III=III=III= a V 1 SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. `' ! - • `=`"""` "` ° ° I I=III=III=III=I I IM 11-' �- g * PRESS PANEL REINFORCING INTO PLACE. t g I I 1=I I I=1 I I- #5X6' EMBEDDED INTO — '. 6" MIN. LAP SPLICE W/ o EXISTING FOOTING 3 2-#5X6' IN CONC. : COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I -III -I = ¢ - �' �' SMOOTH. DO NO FURROW. ° III=1 I -I I=III-III. N FILLED CELL DRILL 3/4"X6"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. FURROW. MAINTAIN UNIFORM JOINT WIDTH. :;':Ati:: : ;, GRADE GRADE ,. p SET BAR IN EPDXY 6" MIN. LAP °. O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 , `•' 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 g D 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) *(110 16" MIN. 01 COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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" = 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. a N C l.J vi C CV) I- N EMaOo ra 0 oN ono G% 000 �C 4% MLLM0 [6 O�M� N U �a00) o a00 ' 05 a P rn � 0 ANCH�DC B D® �.• W U Z5Zi F+J� OP 0 W N •f J �z��5�/O/ll1 To the best of the engineers 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. >t O '- M N M Z M 0o i>i � N ALL^ �N L n Z W W JoW Ln W Ln V Ln J Ce Z Z W £O z °W` 8i J az a: C:)O�Z}z<f M 8Ox� 7-4 ��Zz~z c2zo aw o N 8 40o V F 2 S w N O a0�0o � w LU rl �O N 0 Ln Z J Q � WQ�Qo3 m" V f Y 0 C a O woo`�� � o0z�� w Z zaf°z ° � R- z o0 Q J O 1 SQF-guJ $'o 1--1 W r-11 p z W 0 °d >jQoB Ln vi O LL z N Qa uw a~ C:)kD LL Z � � z z 0 a SCALE : AS NOTED PLOT DATE: 08 / 17 / 2011 VERSION NO. 1000 JOB NO: 11-1198-1203 SHEET NO.