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1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT PROPER INSTALLATION MAX.MAx. 8 DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. AA APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 x4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1x4 P.T. FURRING 3/16" 0 X 3" LONG FURRING � �' FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" 0 TAPCONS (TYP,) TAPCON. INTO TAPCON @ 16" O.C. & 4"LL11X8 STAGGERED @ 16' X8 ` '' BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH � l 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 311 DETAIL //�� D. 90° HOOK (TYP.) STD. 90A ` I @TOP & BTTM CHORD, AND (8) 1x4 P.T. 1x P.T. STAGGERED @ 12 O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT, 3/16" x 3 -1/2 TAPCON 16 1x4 P.T. DOOR JAMB (REFER TO PRODUCT 11 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL:71 NOTE: EACH END W/ MIN N. TO PRODUCT APPROVAL FOR CONN. 1x4 Ll/)Z 71 LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. ,/ 2x8 P.T. w/ (2) ROWS ' ` BOTTOM OF BAND JOIST TYPICAL APPROVAL FOR CONN. x 3-1/2 TAPCON @ 16 (2) ROWS 3/16" x 3-1/2" / O.C. & 4" FROM EACH 1x4 — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING° +2„ NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4' FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - � w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL +5A NOTCH WEB AT THE '' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC PLAN FOUNDATION FILLED CELL INSTALLATION H 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 UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A_A =1610 # FOR 2 STRAPS ' FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2 8 SOLID W/GROUT n -O 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 * SCREWS & (5)1/4" x 2 1/4" 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"x21/4"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 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTION-. 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 :�' .A : ': ` •A CONNECT W/ 8d NAILS BRACE/ BLKG. ..: N.T.S. INSTALL WDW. SCREW ANCHOR 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 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 1 112" 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 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL 4 MAX. RAD. J USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/FRy Jr V TO TRUSS TOP CHORD qN MIN. 4" EMBEDMENT AT 16" O.C. + �F + NCTy 1'-0" 5'-0" SCALE: N.T.S. SS 12 + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + T__ 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 ALL + REQUIRED D D EMBEDMENT INTO .) PER NAILING SCHEDULE TO SUPPORT ° ° #5 BAR /4" MAX 2'-0" 8" TRUSS + SOFFIT p 0 10 a . o BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + p p ° CENTERED W/ °D 'LREH IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 8d NAILS 2X4 SYP EACH TRUSS • s ° ° o _ o � KNOCKOUT/ N _- CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d O CONNECTOR NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) - • MONO FOOTING •p ° p° -_ SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS JSEE LINTEL ° AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL ° STANDARD o BUILT UP PLWD. BUCK - 7/16" OSB ARCH PANEL SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90' HOOK ZN #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4W' WOOD FOR OVER HANG FILLED CEL L ° ° 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. 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 31/2" TAPCONS AT 16" 1 7INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. o . ,. o o �. ,. o ANCHOR INTO ARCH BLKG.STEMWALL rK FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL B-B SECTION @ ENTRY rL_�� SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-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 AM. 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 "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" a z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-4- EPDXY MIN. 6" EMBEDMENT &Cn 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 U_ v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , O A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; o v REINFORCING AS FOLLOWS: — — _ T a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT pt, , I I I I T11FT LL U J #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ° g EXISTING FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL vQi N FILLED CELL SMOOTH. DO NO FURROW. n DRILL 3/4"x5"MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE I SET BAR IN EPDXY ., 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 ° REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ z T o H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° ��a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , 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 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 SECTION Of A 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. 1 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 MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. CD u2 Z co 0 _ CD z z Q a LU � o p LLI 01- o C) o0 m w E 4) Cl) Er Co cl) 0 iy S �J N O o0 LL 00 Lv 7 O W O Q m O CD to Obi Q O N � H Z LU YMo�oz kw z c W -N LU c = ��o _0TM 0 U)E CP m Ni�°= � Z Z air N Q � W O L) U O .G CN 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 6th 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 0 1 9 w� fa w a U 74 0 z0+QzZZ o'` w swum 0 K � o U �N t 9 Lu z z ro > fz 5 C Q � z O QaJ wQQ C/ / J W LL ppz �~Up. O O m 2 o U oCe N z-Wz � a d- �owo �� �o z z 01 -o J Ln LLJ IJJ z a z o a F � Z '$42 J� o °° O Lr) Ck z : _ a z rn ,_1 0- cn o SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION N0. 5ol SHEET NO. SS