39700 Harmon Grove Ct - Laserfiche WebLink

Browse Search

W Lo 0 J e M M Q rn v LO 2 0 rO M CD 0 -o i a Q i d E H y E 0 31 J CD CD I= L U v U .o i a 0 0 0 J l N O 0 0 0 a- 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER --_� TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION Mom` $ DO NOT DO THIS2 x BOT. PLATE W/ 2 10d 6" O.C. ()@ATTACHED tlx441/2" APPROVAL FOR CONN. APPROVAL FOR CONN. x4 X 4 ` ( ) ' #5 REBAR TYP,ix4 3/4" PLYWOOD DECKING GLUED WALL SHEATHING TO P.T. FURRING 3/16 X 3 LONG � FURRING LONG X 3/16"�FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 #5 REBAR � 6" O.CEAND I DGES AN 1LED W/ 8d 0MOMONF@LD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8 STAGGERED @ 16" (TYP )3-1/4" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL � PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 51 U. 90° HOOK (TYP.) STD. ` d 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND 8) 1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. @ FILL SOLID ( BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. , sum WEB W "2" DOOR JAMB (REFER 16" 1x4 P.T. METAL SEAT PLATE TO PRODUCT OM DOOR JAMB (REFER 112" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1x4DE�/ lvo/a 7/' LAP SHEATHING NOTE: O W/ MIN DOOR JAMB (REFERDE OTTOM o BAND 6EAH TO PRODUCT ST. APPROVAL FOR CONN. 2x8 P.T. wl (2) ROWS 3/16 ` JOIST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN.(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 .. TAPCON 16" O.C. & FURRING @ END w/ MIN. 2"EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ M I ' +2„ NOTC @ FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS ..Q'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 /4" DETAIL NOTCH WEB AT THE ' .�. Jrn FIRST 2 COURSES ` TITEN INTO K.O. BLOCK L BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED 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. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK so 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 SOLID W/GROUT v 2'-0" 8° 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS d 1/2" DRYWALL * 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 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS (4) 10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL . . ovERHAN ,a CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINTO ARCHDBLKG. PER W. SCREW ANCHOR\_2 ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -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'Y2" WOOD ) () * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8" O.C. 4' MAX. RAD. ARCH DETAIL i USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ O� x TO TRUSS FR TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. + �RNG „ „ � '� 5 -� SCALE: N.T.S. SS 12 Ty PLYWOOD SHEATHING + JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + 0jLfINISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 3 1/4" TAPCON (1 1/4' MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > '`� nEMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° > n: /4 MAX 2,�„ 8 TRUSS + SOFFIT + ° . Io . o: . > #5 BAR P BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + p, 10" . ° 4 CENTERED W/ sa° K e 1 X 4 FURRING BLKG. &BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) 8d NAILS 2X4 SYP . ®� EACH TRUSS .' � IN TOP n ° ' q p KNOCKOUT / N •' — CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ s s CONNECTOR �® — p• MONO FOOTING (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. AND SECTION DETAILS LEAVE A CUTOUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - Ev CLEAN FILL :> 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT A. DIRT Z TO BE INSTALLEDJBUILT UP PLWD, BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL eC) ° . �, SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION ffTANDARD #5 BAR IN ° HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED W/ 2 #6 X 4Y2" WOOD ) O FOR OVER HANG FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") INSTALL WDW, SCREW-----"-'THRU BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" " , , • , , OSB INTO 2 x 8 O.C. , `' •" `' •' ° `� ` `' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL B-B K SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = 1'-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) - PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) (1) #5 BARS CONT, OCCURS 5/8" DIA. ALL THREAD ROD "SET" z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON t 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'_p EPDXY MIN. 6" EMBEDMENT & U g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 3"MIN. EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP , p v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o gyp' P w A REINFORCING AS FOLLOWS: I� —1—� �1=1 — U)= LL * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT � —-1TI- I-- � *�� PAN E R PRESS EL R INFO CING INTO PLACE. I—� I I- i_1Tf- v Z _ #5x6 EMBEDDED INTO * 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 0 G III ,I'�I7"'jI—"jI�I _ a _ LO EXISTING FOOTING 2 #5x6 IN CONC. () - SMOOTH. DO NO FURROW. — I11 II � N FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT a — GRADE ,, „ RILL 3/4 MIN. D x5 M N HOLE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP P. p —� � . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CN Q � REMAIN FREE OF MORTAR, NOTE: co z_ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • P TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ` "0 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 FROM LOWERCOT BLOCKS OIDSYWBITrH/MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 SOLID24 16" MIN. COVER EA. WAY A SECTION I) AED RES SANDL PPOINT (APPROX. INH T EE 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 MAY BE 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, osae�y��yia w. s :.-j o 0, ¢ f O:� :Y f 0,��e 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 Engineers signature and seal. F QO m o W OD V N (O W O p O 0) O N *t ui # 0 M a -i aA W C"' " LL -A a �LLN a zz �maau Z -co C/) o mmo W 'm 0m M 2 Ecrn o �a Z ILILW _, O 11 00 0 ' N Q m z V O J Z U ❑❑❑ W z M z N O � O N z � � Q J M � O E3 Ln z CD � --) 2 V Ul Y w 4 O to N � w Cw E 0 o Ues U m m w � _ c o g ji� f2, `� Q o • ® 0 CD M W C7 w S 0 z g U_ E 0 E w' N z0 co o0 — E O K O a� z � O 0 OQ az N 2 L ¢o ¢ 0 ¢W m 2t rp CO C - C Z 0r �o O 0, J rz itW �, CO U' a ° � z o� d �w0 w9 �0 � o w w >° ct z ¢ a M � M � L � 0 � 0 .! LC) N U 00 0 r QLLL C U o CO 0 Fes- W o r 6- N = N T T LO LO 00 r- LO T CV) ° Z ca Z � E O ri N 2 `m d E U _j Q p JOB NO: 20-3573 SCALE : AS NOTED SHEET NO. SS