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1/4" MAX 1 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK DOOR JAMB (REFER 1X4 /2' DRYWALL DOOR JAMB (REFER 1X4 F 1/2"DRYWALL DOOR JAMB (REFER TO SHT. SDW2-K1 h 1X4 1/2"DRYWALL 1X4 TO SHT. SDW2-K1 P.T. P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS X 4 X 4 3-1/4" LONG X 3/16"0 1 X4 FURRING 3/16"0 X 3" LONG FURRING TAPCONS 3/16-0 X 3-1/2' L NG FURRING TAPCON. INTO STAGGERED @ 1611 TAPCONS STAGGERED I 2X8 LL11X8 BLOCK@ SPACING 1" DETAIL 1X8 P.T. O.C. 2-ROWS INTO STAGGERED@16' C. 2-ROWS INTO PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 3" DETAIL 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. -3/16" x 3 -1/2" A TAPCON @ 16- TA CO N 0 C 4 F O.C. & 4" FROM R 1X4 P.T. 3/16" x 3 -1/211 DOOR JAMB (REFER DRYWALL DOOR JAMB (REFER ND EACH E' EACH END W/ MIN- DOOR JAMB (REFER TAPCON f TO SHT. SDW2-K1 FOR F-1X4 F1/2" TO SHT. SDW2-K1 2" EDGE DIST. 2" EDGE DIS_ TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 2 10d @ 12' O.C. - O.C.1 1X4 FURRING 2X8 P.T. WITH 3/16"0 X 3" 3/16-0 X r zzz/z/ 9 0 T Aq O;zr 2x P.T. AS REQ'D L 2X8 P.T. 4S 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 W/ 1/4"x 3 1/4"TAPCON ( 11/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8"O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACEI BLKG. 7/16" OSB CUT HOLE IN O.S.B. FOR X\, BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/BLKG. INSTALL WDW. SCREW ANCHONZ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL ri SCALE: N.T.S. �S 21-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4"TAPCON (11/4" MIN. EMBEDMENT IN /4"MAX BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK I 1 X 4 FURRING 8d NAILS @ 8- O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END BTWN'17 0 PROVIDE 2 x 8 DIAG. BRACE VERT. BRACES WHEN HGT. F BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T P! 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION LO 9 TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE E 7/16" OSB ARCH PANEL LO TO FIT ARCH CONNECT W/ 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) T3 BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL M INSTALL WDW, SCREW--__� THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL 13-13 SCALE: N.T.S. 1\ �S GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY LO 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 C"i 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 E IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING 9 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL 0 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. SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL FURROW. MAINTAIN UNIFORM JOINT WIDTH. G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST e REMAIN FREE OF MORTAR. 0- 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. S2 K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. 8 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 21-011 SECTION A -A 8" 1/4"x3l/4"TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4"MIN. OF BRACE START OF ARC 4'MAX. RAD. SECTION B-B 811 EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4- MIN. OF START OF ARCH START OF ARC EXPANSION STRIP 20 ga. PANEL ANCHOR 1/4" EXPANSION BOLT (2 9 ga. PANEL PER ANCHOR) REINFORCING COURSE) (EVERY OTHER EXPANSION STRIP 6" MIN. LAP SPLICE W/ REIN 7� FORCING PANEL PROPER INSTALLATION UNACCEPTABLE INSTALLTION MAX. 8" # 4 DO NOT DO THIS FILL SOLID BOTH CELLS #5 RE& (TYPI) STD. 90, HOOK 0 F, 1/1 Lila 7/ t ±5A IL NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT W1 (4) 1/4"X1 1/2" SDS SCREWS & (5) 1/4"x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 W/ (16) 16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4YP WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED 0 4 O*C ICING ATTACHED , HEDULE PER NAILING SCHEDULE IMPSON (5) 12d NAILS 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS 6" MIN. LAP SPLICE NOTE: SEE GLASS BLOCK INSTALLATION NOTES. SEALANT GLASS BLOCK DETAIL GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 JACK TRUSS PROVIDED BY --- TRUSS COMPANY OR 2X4 #2 SYP @ 24' O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y.' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4' X 3 1/2' TAPCONS AT 16- O.C. SECTION @ ENTRY SCALE: 3/4"= V-0" � �Ss FILLEDCELLPER FOUNDATION PLAN + kR YP.) Tw 44� PLill # THE 0 :S 0 Ere. + + + + + + .1 + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. ol PRECAST LINTEL MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL #5 REBAR (TYP) 0 04" OSK. 90- HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-16" DOUBLE 2X4 SCAB FOR 2'-6"TO 4'-0" O.H. (2) 10d NAILS @ 8' O.C. TO TRUSS TOP CHORD %71Y --PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + + SEE ELEVATION FOR OVER HANG (MAX. 4'-0') SECTION @ ROOF EXTENSION rM SCALE: 3/4"= V-0" �S SIMPSON HTT4 W/ (18) 10d x 1 W W M AT PERIMETER WHE*RE THIS CONDITION 1/2" NAILS TO STUDS & (1) - (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD TOP WITH MIN. 3" EPDXIED W/ SIMPSON "SET" COVER 61-0" F.F. EPDXY MIN. 6"EMBEDMENT 8 3" MIN. EDGE DISTANCE x; -A GRADE N 7 C14 N \1\_(2) #5 REBAR. MIN. 3' 16"MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4"= V-0" q;:r- qWI=I=T 17112 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" z 0 U_ 0 LU 0 @ FIRST COURSE 4141, 4f# 4k* 4t# 41## 2'x BOT. PLATE W/ (2) 10d @ 6- O.C. �>l ATTACHED WALL SHEATHING TO 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO BOTTOM OF BAND SIMPSON HGAM10KTA @ 12- O.C. w/ 1 x1 /2" DS SCREWS E- C A i C B JO lip INTO BAND JOIST & (4) 1/4'x2 3/4' TITEN INTO K.O. BLOCK N rl A RETROFIT FOR MISSING EMBEDDED STRADI SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: FILL 1st 4 COURSES SOLID WIGR OUT .7 FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR F-..t 1. '� '_ FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 1 -011 5 A"INISH FLOIQ I '__—#5 BAR to" i V CENTERED W/ 2 IN TOP 9 a .0. KNOCKOUT/ N CHAIR BLOCK % MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS AN FILL CLE DIRT STANDARD go. HOOK #5 BAR IN FILLED CEL LoL le.&P,0 w. TING SIZE AND STEMWALL FOO MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = 1 I -On OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") #5x6'EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING (2) #5x6'IN CONC. FILLED CELL DRILL 3/4'�(5" MIN. HOLE SET BAR IN EPDXY 4- SAW CUT SECTION EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. c, I $ < dpwillIIIIIIIIII, ki V) 0 C1 (1) — 4--J U'> LU Ca U LU 0 Lh v F- LU - ;2 cm .0 cD U. 88 Ln fg, 0 A III �W D. N-C-B-D-C mo 141 :2 ; Z. :T.5 s LU z co 75 Z us U 10 !�Ayflljl, 1 0 Y" �\\ ?,OW N S E < % 0 F ��z OOFESSICIt� To Me best of the Engineers knovviedge, Information and belief, the structural plans and specifications contained within these dravAngs comply vAth the 2017 Flodda Building Code - Residential 6th Edition. Engineers signature and seal Is only for the structural engineering portions of the dravving pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com a: iz, 166-. F� C) z 'a 2 0 a) > 1110 yj U LA U) 11 u- < LU t P 6 96k :;1; M ;� uj 1101� Z Ln Z LLj Ln Lij < z Lij < z 1171 ca 0 00 z LLJ I SCALE AS NOTED DATE 4/13/2018 TECH: 3MUROSKI VERSION N 0' 4ol SHEET NO. SS