6353 Ten Acre Ct - Laserfiche WebLink

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DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFE;1*�"i 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT TO PRODUCT FOR CONN. APPROVAL FOR CONN.x4 APPROVAL FOR CAPPROVAL X 4 3-1/4" LONG X 3/16"0 1x4 P.T. FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2"TAPCONSTAPTAPCON FURRING INTO STAGGERED @ 16"x.. 16" O.C. & 4"T11X8 X8 BLOCK@ BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 3�� DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH ix4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. Qs") BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX „ 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---_ 2 x 8 BUCK - CONNECT TO BLOCK — WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL K SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS FF #5 REB, (TYP,) STD. 90, HOOK i MU +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY-J TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN --t7r NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. * COVER PANEL REINFORCING6" C 0 WITH UPPER HALF OF MORTAR BED AND TROWEL MIN. LAP SPLICE W/ REINFORCING PANEL SMOOTH. DONO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 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 MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'-0" F.F. °- -t 11=III=III=111=1 � 1=1 � 1; 1=1 I 11= P ° 111-1 I I -I I =III -I I GRADE o. .. D t> rL I , I l l- M p Z_ (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN \R YP.) THE :S I IAIAf n!=:07AQI C IAICTAI 1 TInAI FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND _ PRE EtkIG . RUSS DE IGN SEE NOTE 1 BEILC . -_ - 2x SULK FASCIA ALUM DRIP EDGE BRG =LL TYf --�—,- j � K t� ALUM FASCIA �_� P-° , PLAN I - r 1 3t4" TR £ PAINTED I F CHANNEL, -4--..' r'y `'' E� NAIL all 0" HEAD FASTENED PER ! �._ DIALI '� .s I. F,AST NOTE ` BELO%4 f- CONT VENTED ED OR St?L'C SOFFIT C.� 2x4 NAILED 0 -- I- 2x BLOCRUNG NAILED TO TOP _;T:KING vd 2-112d NAILS "*) CHORD E IERY OTHER TRUSS W3-1-3dNAILS, TIR € 1 L G.C../ BUiILDER _ vE41FYR O ,SIDE SOFFIT MATEI=IA SPAN Ci--'0ACITIE� BASED ON THE DESIGN PRESSUR8 SPECIFIED Ff. C_'MPONENTS;.rD CLADDING i LISTED I. THE DESIGN CRITERIA ON SHEET SN. 2 FOR ` CFFIT ATTAtCHMENT AT WALL (PER ALPHA AI :, O INC FL# 16544 R5 FL. P'RO. -I _T APPROVAL) F CHANNEL FASTENED TO 11= 'i T N-AIL 097" DILAI&_ 24 r11 - W/5s+8 NIft EMBED EN=T '__ .I 16 c3A. 3J4 1.,4` CRCv`VN STAPLE` ; 24"' 10AX- 0-C. IN DIAMOND PATTERN St I St jB FASCIA ,' I E GA. 3 j4`_x 114 C'P -U1 IVN S TAPLF a 'EACH GROOVE 1 STRUCTURAL, SOFFIT S 01 SCALE 31-1` ;-- €I" Ism; FOR ALUM -NUM SOFFITS WITH'PANS REV0922 2021 1'-4 'NSTAL.L MID SPAN BLOCKING PER THE -SOFFIT FR PA INSTALLATION CRITERIA 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. OV�Ryq/V TO TRUSS TOP CHORD + + `FyG7// PLYWOOD SHEATHING + + + + BLOCKING AS + REQUIRED TRUSS + TO SUPPORT + SOFFIT 2X4 SYP w + EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SOFFIT PRECAST LINTEL 2X2 #2 P.T. MIN. W/J-CHANNEL SECURED @24" O.C. FASTENED TO SEE ELEVATION FOR OVER HANG (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCALE: 3/4 CCC CUEM'r Ill Akin z O Q LL O W U U_ U 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ° • ' • ' .. OVERHAN at RETROFITWALL 3/QOVERHANG DETAIL (NTS QOVERHANGS NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" e ° ° #5 BAR x p 1'0" ° a , CENTERED W/ 1 90° H IN TOP o _ , KNOCKOUT/ N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL -I e e DIRT z STANDARD o 99 HOOK N #5 BAR IN FILLED CELL B V n 7 K, 5, sn A V n ng �. Oe n. o•B� n. o•a ne. , oa f. STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM OCT 18 2022 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. \/RA #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY IJ EXISTING FOOTING RETROFIT FILLED CELL DETAIL Virtual Review Assist, Inc. Plans Review completed and appro ved for compliance with the 2020 FBC 7th Edition lly Debra n42A�� t�W3WNC. FILLED CELL H4- SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. uv i,p I F F, y r s g � p N N d" ., N CD I d¢d e $'e✓ ° r e® O LO Q } � ` z - - W ' O 0 w 0 z Q t^o, 4 N L0 ; E Q? 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