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---------, I I I I I I I I I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — J DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL TO SHT. SDW2-K1 P.T. TO SHT, SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 LONG X 3/16"� 1 X 4 FURRING 3/16"0 X 3" LONG TAPCONS FURRING 3/16"0 X 3-1/2" LONG FURRING TAPCON. TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGEREDL1X8 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 31� 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 WI MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN//7/. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/1,6"0 X 3" 2x P.T. AS REQ'D 2X8 P.T. LONG TAPCONS STAGGERED @ 16" O.C. 2X8 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL Mom' $" UNACCEPTABLE INSTALLTION �� DO NOT DO THIS ♦♦ PROPER INSTALLATION �� ♦♦ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90 HOOK - 11L - 1:1/&: 7/ DL, - +5^ NOTCH WEB AT FIRST 2 COURS ' (TYP.) #5 REBAR (TYP,) ♦♦♦ 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" AR ♦ ♦ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED �� �♦ D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) ♦� ♦ FACE NAILS 10d @ TRUSS VERT. WEB DLJIL 40 40 METAL SEAT PLATE NOTE: 46/::7/ LAP SHEATHING TO BOTTOM OF BAND �'' ♦♦♦ . JOIST TYPICAL ♦♦ +2 NOTCH9V @ FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. ♦♦ - �' IINTO w/ (4) 1/4xl 1/2" SIDS SCREWS ♦ +I ��... F BAND JOIST & (4) 1/4"x2 3/4" THE TITEN INTO K.O. BLOCK ES ♦♦♦♦♦ FILLED CELL PER BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN FILLED CELL INSTALLATION rH SCALE: N.T.S. RETROFIT FOR MISSING EMBEDDED STRAP 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 UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX =1610 #FOR 2 STRAPS SOLID W/GROUT tr 2'-0" 8" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS 4. IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS OVERRAN AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W 4 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER O 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD7 * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC ) () NOTE; FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ kO�FJ�y TO TRUSS OP CHORD ARCH DETAIL MIN. 4" EMBEDMENT AT 16" O.C. qN (F 11-0" 51-011 SCALE: N.T.S. SS 12 + + NCTiy PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION 2x6 #2 SYP @ 24 O.C. + + °710 WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. BLOCKING AS ROOF SHEATHING ATTACHED + REQUIRED >• d •: o .� "� • 1/4" MAX EMBEDMENT INTO K.) B_B PER NAILING SCHEDULE ALL TO SUPPORT ° 01, #5 BAR BLOCK HEADER 2'-0" 8° SIMPSON TRUSS + + SOFFIT ° 'D. 1•�„°e' ° P e.° 4 SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS + CENTERED W/ - 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► o ° ' °0 9 !i IN TOP o 8d NAILS EACH TRUSS > a KNOCKOUT / iv _ ° CHAIR BLOCK 3 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d e ° PROVIDE 2x CONNECTOR C ' PROVIDE 2 x 8 DIAG. BRACE BTWN,,,,NAILS AT EA. END PROVIDE (2) MIN. TIN CONT. W/ (3) SIZE AND RE NFMONOPEROPLAN — •D' ° N VERT. BRACES WHEN HGT, OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS- o BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF it JACK TRUSS PROVIDED BY SCHED. TRUSS COMPANY OR 2x4 7CLEAN FILL o ° • ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT N TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN ° STANDARD o PRECAST LINTEL > ° 90 HOOK N SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL d 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN `a 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 SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") , m INSTALL WDW, SCREW— toBTWN, OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ' ,• , ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. ', P! PER INSTALLATION DETAILS STEMWALL FOOTING SIZE AND B_B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" LO o GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, -a A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR i D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER DRILL 3/4"x5"MIN. HOLE SET BAR IN a' HOOKED ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR 4 3 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT Q REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & 1 o COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION () #5x6' EMBEDDED INTO EXISTING BOND BEAM (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD � o E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" EPDXIED N. SIMPSON D "SET" i. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL COVER 6'-0" F F EPDXY MIN. 6" EMBEDMENT & Q �' OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ 0 LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP �- v NON SHRINK GROUT. o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n ° �,' CL A REINFORCING AS FOLLOWS:—* �T�r Q 1 i * PLACE LOWER HALF OF MORTAR IN BED JOINT. N SEALANT =I �� j U- 0 T DO NOT FURROW. o —�—— I- a #5x6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o ' T�=I I U z g EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL III --III= a � FILLED CELL o SMOOTH. DO NO FURROW. ° °—I I Tr N TI=F DRILL 3/4"x5" MIN. HOLE o F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT �I FURROW. MAINTAIN UNIFORM JOINT WIDTH. GRADE a, 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 ° 'Q 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 o a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° =:;D 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 oO 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. COVER EA. WAY A SECTION o EXISTING FOOTING 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 1 SCALE: N.T.S. o 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 SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL L MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. " " = V-0SCALE: 3/4" = i'-0" K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. C9 co a — o z N z� Q V) C4 Q) u, p .O � U o0 m LU F— — N M m M N M _ U •-�O O o N oo I fir, U � �o Sao rn Q o A 1 B D. N D C.C B BD IF N D N Z W sN�z w z° d J oQ ,a U) W a �"B w W V Q =LL o a L V Q C ow ,ate �a i e Q•"\•1; J E r •sa n GO L � --y �J " e a� _ N Q To the best of the Engineer's knowledge, information and belief, the structural plans and specifications 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. L NA 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com z0 �Q uj �a W Q l Y OR �zso z W �o?z UJ J-r Or W 0 OD O N W LL zo /1 }v J oz 0 0 JW �f U 0- ¢u �k fo i7ma U�o¢ N r%% z�Z� as Q U) z CV W��W z J N Lr) LJ-1 WL ¢ z 0 gF Q z� Qaz z 9z 0 00 Qz J = 0 a rn ,--i a U0 o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO° 402 SHEET NO. SS