39736 Harmon Grove Ct - Laserfiche WebLink

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4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER114"2X8 UNACCEPTABLE INSTALLTION MAX.Mom' $ , DOOR JAMB (REFER TO PRODUCT� TO PRODUCT P.T. TO PRODUCT PROPER INSTALLATION ` DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" o.C. APPROVAL FOR CONN. APPROVAL FOR CON 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. 3/16" 0 X 3" LONG FURRING „ FURRING 2 ROWS 3/16 x ( ) #5 REBAR ` ' AND ILED W1 8d EDGES 6" O.C. 102O.CNFI@ELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16"0 FURRING TAPCONS YP, (TYP,) )STAGGERED AND TAPCON @ 16" .C. & TAPCON. INTO O.C.8 @ 16" ` ' 1x8 P.T. FROM EACH END w/M.1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH `5> JOIST 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL D. 90° HooK (TYP.) ` STD. 90^ FILLBOTSOLID DCELLS TOP & CHORD AND 8 @ ( ) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT 3:7 1 L METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL Ta NOTE: LA LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" BJE//, OTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" 1x4 APPROVAL FOR CO�42"(2) ROWS 3/16" x 3-1/2" Q.C. & 4" FROM EACH FURRINTAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' - w/ (4)1/4xl 1/2" SDS SCREWS P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4-1 DETAIL +5NOTCH WEB AT THE � FIRST 2 COURSES BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T. 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 SOLID W/GROUT m 2'-0„ 8„ 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"xl 1/2" SDS a 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"x21/4" 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 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 $ 45 DIi�GONAL BRACE AT EA. OR CONTACT ENGINEER OF RECORD FOR . FURTHER INSTRUCTIONS. . SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERHAN BACKSIDE TO FIT ARCH 2 x 8 AT EA. END RETROFIT TRUSS DETAIL 1:d CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. a 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)11 NAILS THRU OSB INTO 2 x 8 PROVIDE WITHIN � RETROFIT WALL OVERHANG DETAIL NTSI INTO ARCH BLKG. PER RACE 4" MIN. OF BRACE B 2 X 4 #2 SYP SCAB TO SIDE OF L 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 't IF TRUSSES USED W/ 3 #6 X 4Y." WOOD ) O DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-1 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. 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ k0�FR TO TRUSS TOP CHORD HAN MIN. 4" EMBEDMENT AT 16" O.C. CF N 1 '-Olt 51_011 SCALE: N.T.S. SS 12 + + CTH 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 + A + e . •• WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • ° • ° �.• #5 BAR A MAX 21_0" 8„ + TRUSS + SOFFIT :> . c ":. o ° 1'0 �. 2 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () i + ° CENTERED W/ p' 6 ° . 9 H - IN TOP 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 8d NAILSH2.5A w/(10) EACH TRUSS 2X4 SYPr ®° o ° ' ' ° . 4 KNOCKOUT / i.l —� :; ° CHAIR BLOCK $d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR ® MO NO FOOTING PROVIDE 2 x 8 DIAG. BRACE BT (3) SIZE AND REINF, PER PLAN — ' VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL ° AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" 7 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 .> ° • ° o 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'-1 MAX SEE PLAN PRECAST LINTEL ° STANDARD o BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION .°. #5 BAR IN ' 9� HOOK iv V TO FIT ARCH CONNECT W/ + " IF TRUSSES USED W/ 2 #6 X 4/z 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") _ • J• L. ' , °, ° °� , ° BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" °sk INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. e� °• ` o � °• ' ',' °• • ,'' °• "-, °• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ENTRY L SECTION aQ ROOF EXTENSION M 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" = 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 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 x 1 SIMPSON2" 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 STUDS & (1) - NAILHTT4 U S & (1) COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. L 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 9 ga. PANEL PER ANCHOR) TOP WITH MIN. 3" OCCURS EPDXIED w/ SIMPSON "SET" zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER U-0° EPDXY MIN. 6" EMBEDMENT & U) SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 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- '" NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° '�D O v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o u v n� REINFORCING AS FOLLOWS: SEALANT : • o • I=I �T—I I I=I� ==I� T a 1 R HALF OF MORTAR IN BED JOINT. DON T FURROW. PLACE LOWER 0 pp e — — — • d' —�_ r � , #5x6 EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —III—�—III r, _ P' TIT —I ITI= — — — -�11=III— — — � EXISTING FOOTING (2) #5x6 IN CONC. — III- � FILLED CELL SMOOTH. DO NO FURROW. 0 0 „ „ L x I DRILL 3/4 5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GR ADE u I i r- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP p ° ` \ EJ G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° is p co ` REMAIN FREE OF MORTAR. z ` \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o : ` \tea 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 A I) 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 MAY BE INSTALLED IN ANY OPENING. SCALE: 314" =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. Uilgfgif�''' ... �qN�, 4\ V S E bffi 0 as .• •. Copya.. 9• 1 4 %.IF/ ES,\o�l�,��: �RO I/rl E�911 d 41lie°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 Engineer's signature and seal. H W � Q d EE 8 ro mcpp N N 4k 0 r m m W U_ J N rpF-r v M M LLLLa 0 QQ -la 13 Z j m LL ILLLaw J o M M W it 0 Z O m r= O K F✓ C i 2 O • ' 0 O rsi J W65�pjO' Boa Z IL LO Z N fh x 0 Ln J V OIL V M � z N M a� z 2--a —o u) N N M z 0 � a ) o — w {-, ,II O L.0 o ues wig8 v Em i••... x+- L j N O W mZ M o U_ E W 90 � Z N L C E EU X Z® UO Q U CILC O �Ua 1 z o d ra ¢ m E - � cn c U o oLL Z N —� m ¢w �z vl C a" Z 0w C-) _`& a CD �w =� ;o O 5 a 3 0 04 = L 1 0 00 00 C Y O C) LL (0 I� ca O E M O CF) = C11 r 2 Co O LO r 00LO n N r 00 r co .. z z O Cn r_ ` C co FL E U ¢ p JOB NO: 20-6225 SCALE : AS NOTED SHEET NO. Sis I