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1X4 1/2" DRYWALL "RYWALL DOOR JAMB (REFER DOOR JAMB (REFERff 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1FOR CONN. DETAILS MAX PROPER INSTALLATION 8„ DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 „ 3-1/4 LONG X 3116 0 FURRING �� 3/16 0 X 3 LONG " " FURRING 3/16 0 X 3-1/2 LONG TAPCONS FURRING #5 REBAR (TYP,) AND NAILED W/ $d COMMON @ 6' O.C. EDGES AND 12" O.C. FIELD O. BOTTOM PLATE W/ 8d D 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16".. 2X8 BLOCK@ SPACING 1 DETAIL STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 W/ FACE PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH tt 3 DETAIL FILL SOLID STD. 90" D. 90° HOOK (TYP,) 2x BAND JOIST NAIL 1od @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4E11L NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/MIN. DOOR JAMB REFER TAPCON TO SHT. SDW2-Ki FOR (F7 BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILJ JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" +211 LI NOTC @ FIRST COURSE USP HGAM10 12" O.C. w/4-SDS @ LONG TAPCONS _ 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X JOIST & (4) 3/16 x1 3/4 WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4LL DETAIL NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK +5n BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 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 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS .a SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) 4" x 24" BLOCK HEADER TAPCONS 1/2" DRYWALL ' ` (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1�' NAILS AND AT 8d NAILS 8 O.C. AT BUCK n 2 x 8 45 DIAGONAL 4 10d NAILS INTO O —LEAVE A CUT OUT IN O.S.B. ON THE E (4) 4" X 12" WEDGE BOLTS [ (1) STRAP = 1225 ` BRACE(S) 2 x BRA E/ BLKG. 8 C INSIDE TO ALLOW FOR INSULATION ::?;,.._, >`,, .'; : ': '. <' :" ::. (2) STRAPS 2450#]) 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 I RECORD FOR FURTHER INSTRUCTIONS. ' ". '. ' • a� %. .: 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 - .a OVERRAN '• •.b .•.• �,. CONNECT W/ 8d NAILS BRACE/BLKG. Y) N.T.S. INSTALL WDW. SCREW ANCHOR�Tl\\_2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN -A, RETROFIT WALL OVERHANG DETAIL NTS ) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 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 Z-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'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Yi' WOOD NOTE; FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY k 0 (2)10d NAILS @ 8" O.C. �FRygN ARCH DETAIL J WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + tGr PLYWOOD SHEATHING N 'I 1'-011 51 -011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (11/4' MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED " /4" MAX EMBEDMENT INTO K.) 2 8 PER NAILING SCHEDULE ALL + TO SUPPORT TRUSS SOFFIT ° • ° > a ; ' . >.• n #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH -0 (5) -12d NAILS + + . D. ° p 1OIr ° b ° : 9 CENTERED W/ g 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r ®s o • . ° ' IN TOP o KNOCKOUT / N EACH TRUSS o •' CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s' CONNECTOR y• MONO FOOTING _ •a e, . . > ° (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -' BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYor --/ SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .> A. '. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN LINTEL STANDARDPRECAST °• � SCRIBE NOTCH BACKSIDE (NOTCH) 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION a T99 #5 BAR IN HOOK cv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . . � . • r ►- v s • `� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE 2 1/4" X 3 1/2" TAPCONS AT 16" () ►% r " Ve " ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND 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 NOTES 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) (1) #5 BARS CONT. OCCURS 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 ( SHALL APPLY TO PANEL ANCHORS WHEN USED AT AND HEADS IN OF CHANNEL REINFORCING COVER 6'-0" 5" EMBEDMENT & 3" MIN. O JAMBS LIEU (EVERY OTHER F.F. —I EDGE DISTANCE Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o p v a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. < ': SEALANT _ _- * PRESS PANEL REINFORCING INTO PLACE. I I � v Z 5X6'EMBEDDEDINTO 6" MIN. LAP SPLICE W/ ' I=lll" T g EXISTING FOOTING 2- X6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL "' FILLED CELL SMOOTH. DO NO FURROW. .'.° ° _ I n o 1 I �I LL DRILL 3/4"X6"MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT j ;'':......::..:::. :•.:::.,:..,..;;_` ,`"' GRADE • o. .• • oI I =;�I SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. iv g • 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. 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.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 00, COVER EA. WAY A SECTION 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 DF 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 MAYBE INSTALLED IN ANY OPENING. SS 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. CD LO Zo Z Q O a ' z IDM v� 0 U — LU 0 M ~' E Vi o 0 U W E f— N M CI f6 M N` C N — U O O L_ LL CO U� Nfl-o < 00) A B � ®® N C B D-C �X � CN �•®aa o" •sN.�•p �• E • P N co i c. �J LLZ Q WU SO 5%G�`'� To the best of the s En ineer'knowledge, information, and g g belief, the structural plans and specifications contained within these drawings comply with the Florida Building 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. i O Z N o(1)N L/—I-I M G M Q M Ln (A i2 Q U_ U C: ()0 Q WJ Z �O d' Oz WZ�o a cwL 0 UW) 0 Oz>-z<O z > Q UU g Q a _ �wl'-Z �gubd_. nj OaU3Oo ) E— W Uxo�w N O ~0.0zOo O N /'1 Ll') J � W 3 tU0o� roZ�2 2 Z —'G Waoo0o o J N $��oj�Saa�a� C) 1�WOLLzQ :325 N I..i') a `n9o'z 0 O U.IL Z .. Z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5all JOB NO: 17-4139 SHEET NO.