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DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P•T' TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"0 1 X 4 FURRING E 3/16*0 X 3" LONG TAPCONS FURRING X LONG FURRING L2X8 TAPCON. INTO STAGGERED @ 16' S ST TAPCONS STAGGERED TAPC BLOCK@ SPACING �� 1" DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 11 1-1 /2 DETAIL MASONRY THROUGH 311 DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 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"0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SSEACTION / 1/4" x 31/4" TAPCON (1 1/4" MIN. EM ENT INTO BLK.) 1/4" MAX 8" 1 X 4 FURRIN * SOLID BLKG. AT TOP BTWN. 1/4" x 3 APCONS BLOCK HEADER ARCH BLKG. & BUCK . �= 1 1/2" DRYWALL d 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 BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BUILT UP PLWD. BUCK ARCH PANEL CUT HOL S.B. FOR SCRIBE (NOTCH) P LL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BACKSIDE TO FIT ARCH (4)10d INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END CONNECT W/ 8d NAILS BRACE/ BLKG. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 4" MIN. OF BRACE INSTALL WDW. SCREW ANCHO INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE Bl VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK- — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG PER INSTALLATION DA1LS - PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ST F C�DE'TAILON ARCH DETAIL J 4 MAX. R1 SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3114" TAPCON (1 114' MIN. EMBEDMENT INTO C.) /4" MAX 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END 1-1 LEAVE A CUT N ON T INSIDE TO ALL SULATION _ TO BE IN LED 7/16" CH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL QUAL — THRU OSB INTO 2 x 8 ARCH DETAIL K ((DETAIL O}) B-g SCALE: N.T.S. SS GLASS BLOCK INSTALLATION A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. 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 REINFORCING AS FOLLOWS: ' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST REMAIN FREE OF MORTAR. 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 SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. 20 ga. PANEL ANCHOR 9 ga. PANEL REINFORCING (EVERY OTHER COURSE) —� SEALANT GLASS BLOCK DETAIL PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REBAR (TY STD. 90^ HOO1 �]L 11L 00 ts^ PROVIDE (2) MIN. TAPCON AT EA. SIDE PROVIDE 2x BUCK - (1) WITHIN 4" CONT. W/ (3) MIN. OF START OF 12d NAILS ARCH START OF ARC 4' MAX. RAD. EXPANSION STRIP 1/4" EXPANSION BOLT (2 PER ANCHOR) EXPANSION STRIP 6" MIN. LAP SPLICE W/ REINFORCING PANEL '.) (TYP.) NOTCH WEB AT THE FIRST 2 COURSES FILLED CELL PER FOUNDATION PLAN ' FILL 1st 4 COURSES SOLID W/GROUT 'f NOTE: FOR OVERHANGS LESS THAN 3/8' - NO REPAIR REQ'D. FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANG -"'- RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/8" TO 1 1/2' 2X6 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 3112" TAPCONS AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) -12d NAILS 2X6 TO 2X4 USP RT3A JACK TRUSS PROVIDED By—/ TRUSS COMPANY OR 2x4 @ 24" O.C. 41-00 MAX SEE PLAN 2X4 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. VALID FOR 170 MPH ULTIMATE SPEED MAXIMUM "C" EXPOSURE MAXIMUM MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL UNACCEPTABLE INSTALLTION DO NOT DO THIS 4%p, I i t2" I, FILLED CELL INSTALLATION W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER V-0" F.F. S. GRADE : >. D .DIV N Z •P' • s (2) #5 REBAR. MIN. 3' 16" MIN. COVER EA. WAY 01 SECTION AT DEEP MONO FOUNDATION SCALE: 3/4' = V-0" #5 REBAR (TYP,) $7 I, I, 4$DD. 90' HOOK (TYP.) All NOTC #*B @ FIRST COURSE H SCALE: N.T.S. �+L+ UPLIFT CAPACITY = 945 # FOR 1 STRAP -1890 # FOR 2 STRAPS PRE-ENGINEERED TRUSS USP RT16M W/ (8) NA11 NAILS & (6) " x 2� TAPCONS (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1? NAILS AND (4) k X 1 t WEDGE BOLTS [ (1) STRAP =1225 # , (2) STRAPS 2450#1) --..D BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2 X 4 SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" " DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. x TO TRUSS TOP CHORD O�FRy,� PLYWOOD SHEATHING + + GCFNGTN + + + + + + BLOCKING AS + REQUIRED TRUSS + TO SUPPORT SOFFIT 2X4 + EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL _ tijSEE ELEVATION FOR OVER HANG (MAX. 4'-0') SECTION @ ROOF EXTENSION M SCALE: 3/4" =1'-W SS CFG CHFr-T n2 AND FOR HTT16 W/ (18) -16d NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. 5" EMBEDMENT & 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" =1'-0" 2"x BOT. PLATE W/ (2)10d @ 6" 0.( 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 2x BAND JOIST W/ FACE NAIL METAL SEAT PLATE 10d @ TOP & BTTM CHORD, NOTE: AND (8) FACE NAILS 10d @ LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND JOIST TYPICAL USP HGAM10 @ 12" O.C. w/4-SDS 1/41 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK RETROFIT FOR M LSSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 36" • •—l11®��l11i PROVIDE #5 BAR IN CONC FILLED CELL EA. SIDE OF FND. TRANSITION. HOOK INTO STEMWALL FTG. 3roll MIN NTS F.F.E. MONO TO STEMWALL FTG SCALE: N.T.S. sFFANpO� 2x CRIPPLES --� s 160 O.C. W/ (2)10d TOENAILS T/B 10d NAILS ++ 8" O/C (1) 2x JACK 4 (2nX KING STUDS (TYPICAL (UNAa z O a O U_ W -� U a. a cl' i a.t— g U Z U) ire N #5 BAR IN HEADER COURSE EXTENDS 36" MIN INTO MONO FTG. NOTE: COORDINATE STEPS, HANDRAILS AND GUARDRAILS AS REQUIRED BY SITE CONDITIONS W/ CONTRACTOR PROVIDE #5 BAR PROVIDE #5 BAR IN HORIZONTAL IN CONC FILLED CELL HDR CRS IF @ 6' O.C. MAX. FRAME WALL HOOK INTO ABOVE STEMWALL FTG. 8" CMU STEMWALL W/ HDR COURSE @ TOP (5) COURSE MAX 6:1 MAX S oN� W M N z oLu ocb aQ ao QLuo 0 ce M co zov J W uj ug J0 W 1"'" Za O ~ 0 cc g a y 3 Z a 0 (D w-OOeLuTI. � N i-L a U '- W ¢ ~�� Z� W M O� W, O 3:11,U JWW DO U W WU W—I_:y'��aIu 0.iL ZmF_'Gl 0U)_j 0(jQQ IL _l U- CID Lc o 0 O CD� t.� w o= U car m O d O a N d 18"W x 10"D CONC. FTG W/ (2) #5 CONT. ALT. STEMWALL SCALE: N.T.S. LSTA30 OR AS NOTED ON PLAN 2-ROWS 10d NAILS STAGGERED 0 8" O/C EACH FACE OR 3-ROWS 10d NAILS STAGGERED ® 8" O/C FOR �A0" OR GREATER HEADER HEADER PER PLAN -INTERIOR HEADER (1) 2x SILL PLATE W/ (3) 10d TOENAILS. EXTERIOR HEADERS (2) 2x SILL PLATE W/ (3)10d TOENAILS. OPENING LAWsER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE OR AS NOTED ON PLAN 2x STUDS TYP. ' T. BOT. PLATE, -BEARING PER PLAN _TIV ARN SEE PLAN FOR REQUIRED CONNECTIONS FRAMED HEADER DETAIL SCALE: NOT TO SCALE DRILL 3/4"X6" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE #5X6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. A \ A 15X6' EMBEDDED INTO EXISTING FOOTING DRILL 3/476" MIN. HOLE SET BAR IN EPDXY U EXISTING FOOTING RETROFIT FILLED CELL DETAIL 2-#5X6' IN CONC. FILLED CELL SAW CUT A SECTION III1 SCALE: N.T.S. NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) SCALE: N.T.S. PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. IF BOX IS V Sa THEN SCALE OF DRAWING IF BOX IS 1R" Sa THEN SCALE OF DRAWINGS IL O (Y �tu T W I to zIL N N in 0 lL - N Lutn O < v O 2 W_ v 0 Lf) to } 111��9� ISSUED FOR PERMIT 1243-16 VERSION: 2015-4 12-19-16 53 JOB " 161609 COPYRIGHT 201! LENNAR HOMES