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I I 1 II 1 1 11 1 1 I'll I I1 I 1 11 1 VI I I I I I _ I. I I- r 1.1 11 1 1 51111 1 11,1111 _I I__ !I I 1x4 1/Z" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION 40 DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX. 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. 1x4 APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 ` ' #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16" 0 X 3" LONG FURRING �� ROWS 3l16 x TAPCONS FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO O.C.(TYP) TAPCON @ 16 .C. & 4 TA STAGGERED @ 16" 2X8 ` ' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 `STD. 2x BAND JOIST W/ FACE NAIL 10d JOIST PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3 �� DETAIL ` STD. 90^ tl;� 90°HOOK (TYP.) @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) % FACE NAILS 10d @ TRUSS VERT. WEB 3116" x 3 -1/2" TAPCON @ 16" DOOR JAMB (REFER 1x4 P.T. TO PRODUCTO.C. & 4" FROM DOOR JAMB (REFER 112" DRYWALLDOOR EACH END W/ MIN APPROVAL FOR CONN. TO PRODUCT 1x4 LD1, P SHEATHING TO JAMB (REFER 2" EDGE DIST. TO PRODUCT APPROVAL FOR CONN./7/ 2x8 P.T. w/ (2) ROWS 3/16°DI11LV I ` TTOM OF BAND IST TYPICAL tINTO APPROVAL FOR CONN. ' x 3-1/2" TAPCON @ 16" (2) ROWS 3/16" x 3-1/2° O.C. & 4" FROM EACH 1x4 TAPCON @16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w! 2x8 P.T. ATTACH SECOND PLY w/ FURRIN '±2° NOTC @FIRST COURSE MPSON HGAMIOKTA 12" O.C. (4) 1/4xl 1/2" SDS SCREWS @MIN. 2x P.T. AS REQ'D 2"EDGE DIST. 2x8 (2) ROWS 1063" ``TEN BAND JOIST & (4)1/4"x2 3!4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH 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 A -A UPLIFT CAPACITY = 805 # FOR 1 STRAP ' W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS ' FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0 " 8" SOLIDW/GROUT e 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL J * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS 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 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 BOND BEAM OR CAST IN PLACE BEAM 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 DrAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. • SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS • ' OVERHAN BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL - CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. • ' ;; . 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 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 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 IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL 10d NAILS @ 8" O.C. ARCH DETAIL J 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ xpV T FRygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. `� H 11 �r _ 5 _� SCALE: N.T.S. SS 12 + + GTy PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED D D EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° D /4" MAX 2 -0 8" TRUSS + SOFFIT + ° D D D A. #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () + + 10" ENTERED W/ _ 9 H D ° °� IN TOP BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . D ° b 1 X 4 FURRING 8d NAILS EACH TRUSS KNOCKOUT / N ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END 2 8 DIAG. BRACE BTWN,,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) • I CONNECTOR �� - - _ p MONO FOOTING _ D ° - •D PROVIDE x _ ° SIZE AND REINF. PER PLAN I � VERT. BRACES WHEN HGT. OF �� TAPCON AT EA. SIDE BUCK - (1 WITHIN 4 �� ) 12d NAILS SEE LINTEL ° AND SECTION DETAILS -� (- BRACE EXCEEDS 24 JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL D D Z DIRT TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90' HOOK cv #5 BAR IN 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") - - BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 3 1/2" TAPCONS AT 16" ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K e-e SECTION @ENTRY L SECTION @ ROOF EXTENSIONrW� 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" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, 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 D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE 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 A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT 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 COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' 1 z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER 6 _p� EPDXY MIN. 6" EMBEDMENT & O N SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F 3" MIN. EDGE DISTANCE 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 ° p THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o v A REINFORCING AS FOLLOWS: 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT po e ' r 13- = g * PRESS PANEL REINFORCING INTO PLACE. z #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ o ° y EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL LO FILLED CELL SMOOTH. DO NO FURROW. ° o ° N LDRILL 3/4 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE 11FSET `. IN EPDXY BARRIN 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 Q REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r o ` \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ��a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL o . #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 C 16" MIN. 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. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE 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 MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. s L U z g z Q a z Cn CD ClCjD � w 0 w m U mN W V F ~ O 4 a y',Tr 8 §' Z N M C co M N '0 M C N O o0 CLL °° U �� Qom, U)ao Logy rn ¢ o N N m Z N Z � �Z Z_ W fi' z° U) P ii W 10ZOW_ U E.0 W W,1;R F M ❑ �/' ° ,,f,�li{I{tttt,�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0Z ys0 rr Q Lu 2 a f< Weir V 2 0 0 zoo w � J Lu 8 Ce quo � z >o e�1 5 N "a J LU U = � U) J 9. {Owuro F-• Y �" I' Ili < t'V Lr) LU g o d Z J �-{ 111 Q a Z W5 ��Yo $moo Z O �p z N 9 o m O o� Z 5 = J V) �� ,--1 a cn s SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO. 10 SHEET NO. SS