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— — — — — — — — — — — — — — — — — — — — — — I I I I I I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — -'r 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. !\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 J SCALE: N.T.S. SS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1X4 F1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 112" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 3-1/4" LONG X 3/16" 0 1x4 P.T. FURRING 3/16"0 X3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4' 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DISMT. APPROVAL FOR CONN, 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" o.c. 3-1 /411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR - INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK —� 2-0 SECTIONSECTION A -A 811 1/4" x 31/4" 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO�\K.)2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x 8 DIAG. BRACE BTWN,,,, NAILS AT EA. END v� VERT. BRACES WHEN HGT. OF o BRACE EXCEEDS 24" ` o LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL N TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) _ INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL m ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PJ PER INSTALLATION DETAILS ARCH DETAIL K B-B o SCALE: N.T.S. SS 0 CD o GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY N AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. Ev C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. N 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 o TYPE'IS" 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 N COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS o 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 a THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: coPLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. o * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL I SMOOTH. DO NO FURROW. o 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. i 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.) N 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. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR m INSTALLATION OF GLASS BLOCK. 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 1/4" EXPANSION BOLT (2 PER ANCHOR) - EXPANSION STRIP 6" MIN. LAP SPLICE W/ REINFORCING PANEL N.T.S. PROPER INSTALLATION MAX, s FILL SOLID BOTH CELLS #5 REBr (TYP,) STD. 90' HOOK (1 Ella L 71 ±5" L NOTCH WEB AT FIRST 2 COURSI 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" 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 PER NAILING SCHEDULE (5)12d NAILS SIMPSON 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 BYE 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 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 MASONRY WALL, SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS ♦♦ R ♦♦♦ ♦♦ YP.) 4,'♦ IL:71, 1♦ rHE ♦♦♦ S ♦♦ 1♦ + + + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL FILLED CELL INSTALLATION 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 'TH --PLYWOOD SHEATHING v SEE ELEVATION FOR OVER HANG (MAX. T-0") BLOCKING AS REQUIRED TO SUPPORT SOFFIT SECTION @ROOF EXTENSION M SCALE: 3/4" = V-0" SS W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18)10d x 1 WHERE 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 Ip 1> I�I I' GRADE v. .p A, cN p M Z \ o. ° (2) #5 REBAR. MIN. 3" 16" MIN. 01COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" /. #5 REBAR (TYP,) ♦♦♦ 1♦ 1♦ 1♦ '♦STD. 90° HOOK (TYP.) SCALE: N.T.S. QGG QUGG-r n2 AND FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" !Y z O U_ W F- V FIRST COURSE ♦♦1 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 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 r-2x BAND JOIST W/ FACE NAIL 1 Od @TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT, WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. i M FILL 1st 4 COURSES SOLID W/GROUT f FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" D #5 BAR D p D 1011 ° D D CENTERED W/ g H D IN TOP o D Ig KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN ° AND SECTION DETAILS -I � o CLEAN FILL D °. D DIRT IzI � Z ° STANDARD o 0 90 HOOK N #5 BAR IN FILLED CELL- - sk-,. \ v F- '' v o ^- '° v o ^- ,• \ o A- ,, STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" 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. Cn N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY ? mi� 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. u o (D z_o zC) 93 n E3 vn)' CD C13 �W w M p °O w = TM o i�tA U �� m w - F— p M a> C M M = N p � U co - ��00 o ¢ CD co o- o '0 gV a Q d N C B D C N N Z W` M 1Z z ..� r :�LL.. °P U) � L w LU W 43 ¢,- c LL a L. go O LL ffirdgA W Q+fit F G. •r° °• E 0 0• v To the best of the Engineer's knowledge, information and belief, the structural plans and specrfications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com OZ N f a wacr UZOO M ae �y0.z U 0 _1 J w0,10 LL N U'� A uj OU� a Zo >Zz �Z O J �3 N LO w o O '`' d— 0 z 9 w U �n N M o 9 0 o _j 2-8S W52ma � R— a o 0 z z N O Lu LU J Ln rlI LU ¢ uj z �Zo F u 98 oz Ln Nz Rz m ck z � _ ` ,-i CL (n o SCALE : AS NOTED DATE : 4/5/2019 TECH: ]BERCHAL VERSION NO. 42 SHEET NO. SS