39970 Harmon Grove Ct - Laserfiche WebLink

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dl YksylL-lyll�!�Ilsl Y'4t kYll !!: .:. yN�Yl1��i�� 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 TO PRODUCT MAX 8„ UNACCEPTABLE INSTALLTION � P.T. TO PRODUCT PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)1od @ 6" o.c. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 1x4 P.T. 3/16" 0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING (2) ROWS 3/16" x 3-1/2" TAPCONS TAPCON 16" O.C. & 4" 2X8 TAPCON. INTO O° STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1 x8 w/ (2) ROWS 8d NALS " 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL TO PRODUCT EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"x 3-1/2" TAPCON @ 16" APPROVAL FOR CO,*2" (2) ROWS 3/16" x 3-1/2" 1x4 TAPCON 16" O.C. & O.C. & 4" FROM EACH FURRIN@ END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ .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 FILL SOLID BOTH CELLS #5 REB m'P,) STD. 9 HOOK nr ±5" NOTCH WEB AT FIRST 2 COURS AR ` ` p� (TYP.) #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO ' *,It. OF BAND JOIST JOIST TYPICAL ' +2„ NOTC @ FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS THE 100 ES INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FOUNDATION PLAN SCALE: N.T.S. SS 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. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP SEE ARCH PLAN AND W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1610 # FOR 2 STRAPS PRE-ENG TRUSS DESIGN FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SEE NOTE 1 BELOW SOLID W/GROUT 2,-0„ $„ 1 X 4 FURRING it2' BLKG. AT TOP BTWN. 1 PLY PRE-ENGINEERED TRUSS ` ARCH BLKG. &BUCK 1/4" x 3 l/4" TAPCONS BLOCK HEADER SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d ALUM DRIP EDGE 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BRG WALL TYPE 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE PER PLAN 2x SUB FASCIA BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2x2 #2 P.T. MIN, FOR OVERHANGS BETWEEN OVER 1 1/2" 7/16" OSB BOND BEAM OR CAST IN PLACE BEAM FASTENED PER NOTE CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR FURTHER INSTRUCTIONS. ....,,.. .,.N'. POLY -CELL IN THIS AREA 2 x 8 45 DU4GONAL BRACE AT EA. 2 BELOW CONT VENTED OR SOLID SOFFIT SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP OVERHAN �., CONNECT W/ 8d NAILS BRACE/ BLKG. BLOCKING w/2-12d NAILS (**) CHORD EVERY OTHER TRUSS N.T.S. w/ 3-12d NAILS, TYP. (**) 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. 8 PROVIDE TAPCON WITHIN 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED INSTALL WDW. SCREW ANCHOR--," � � RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH LISTED IN THE DESIGN CRITERIA ON SHEET SN. 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 4W WOOD 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR RECI D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL - CMU w/ 3" LONG T-NAILS @ 24" O.C. 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. ARCH DETAIL J MIN. 4" EMBEDMENT AT 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE r-Br' 5r-Brr SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE STRUCTURAL SOFFIT 2 6U#2S SYP @ 24 O.C. COMPANY OR PAN SFD SCALE: 3/4" = 1'-0" (**) FOR SOFFITS 1'-4" &GREATER INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION ROOF SHEATHING ATTACHED i REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS • „p' . WITH 1/4" x 31/4" TAPCON (11/4 B-B THAN 1'-4"MID BLOCKING NOT REQUIRED 'r EMBEDMENT INTO PER NAILING SCHEDULE ALL ° r1/4" MAX ) 2'-0" 8" *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." ° y . �: ' ► p °" #5 BAR BLOCK HEADER # SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i p 1-0„ • e e ; CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2 X 4 #2 SYP SCAB TO SIDE OF ► • ' IN TOP o 1 X 4 FURRING 8d NAILS TRUSS AS SHOWN FOR O.H. UP TO 2'-6" ► KNOCKOUT / iv 8d NAILS @ 8" O.C. AT BUCK ° CHAIR BLOCK *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. —_— • 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x x OV (2)10d NAILS @ 8" O.C. MONO FOOTING PROVIDE (2) MIN. CONT. W/ 3 e F qN TO TRUSS TOP CHORD SIZE AND REINF. PER PLAN •> ° I► PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BUCKTAPC- (AT EA. SIDE 12d NAILS + Ry CENC AND SECTION DETAILS -I BUCK - (1) WITHIN 4 + Ty PLYWOOD SHEATHING BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY .. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF + + -I ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH TRUSS COMPANY OR 2x4 + + CLEAN FILL .► A. • #2 SYP @ 24" O.C. + DIRT z TO BE INSTALLEDOOF .40 4'-0" MAXSEE N + + BLOCKING AS e BUILT UP PLWD. BUCK - STANDARD b SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL + TOSUPPORT 90' HOOK N ( 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH ' TO FIT ARCH CONNECT W/ NOTE: IF TRUSSES USED) W/ (2) #6 X 4%' WOOD TRUSS + SOFFIT #5 BAR IN " tt��. " START OF ARC + FILLED CELL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAD. GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" 2X4 SYP • . �� INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. EACH TRUSS r . .• . ANCHOR INTO ARCH BLKG. • " • " HIP. YK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ENTRY L CONNECTOR '�� ° REINF. PERLAN AND STEMWALL �— SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SS SEE LINTEL SCALE: 3/4" = V-0" SCHED. GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY ENTER SO IT NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, AT LEAST 2 HOURS BEFORE PLACING MORTAR. PRECAST LINTEL CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE ELEVATION MASONRY WALL. SEE PLAN FOR FOR OVER HANG EXISTING BOND BEAM. C) SETA FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER (MAX. 4'-0") D) ET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1ALL MORTAR JOINTS MUST FULL AND NOT FURROWED. ALL MORTAR SHALL DRILL 3/4"x5"MIN. HOLE SET BAR IN SHOOKED DOWEL TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP SECTION @ROOF EXTENSION M EPDXY CAP TO PREVENT LEAKAGE 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 ANCHOR SCALE: 3/4" =1'-0" SS TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING TOP WITH MIN. 3" z0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL COVER 1, SIMPSON HTT4 w/ 18 10d x 1 SEE SHEET D2 AND � OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER 6-0 11 ( ) FLOOR PLAN FOR a COURSE) EXPANSION STRIP 1/2 NAILS TO STUDS & 1 FILL CELL FULL HEIGHT W/ LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 5/8" DIA. ALL THREAD ROD MORE INFO 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL - Uj NON SHRINK GROUT - � • ° ; � , EPDXIED w/ SIMPSON "SET" a � � A REINFORCING AS FOLLOWS: :. EPDXY MIN. 6" EMBEDMENT & SEALANT * S .. � � ', �. ; 3" MIN. EDGE DISTANCE PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. g 1 * PRESS PANEL REINFORCING INTO PLACE. p ~ #5x6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ o v z REINFORCING PANEL a EXISTING FOOTING (2) #5x6' IN CONC. LO SMOOTH. DO NO FURROW. :° `" N DRILL 3/4"x5" MIN. HOLE FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 61.MIN. LAP GRADE >. p e SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEALANT SEE GLASS BLOCK INSTALLATION NOTES. r g n ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE a 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 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. .a EXISTING FOOTING J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION 1 SCALE: N.T.S. MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. - RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQIUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR RETROFIT FOR MISSING MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" =1'-0" N O N N CV 0 1111e1��! �ttt,ttM LEI, gee C f r OF S Tr •, . eei v ; t � � • \. t�. '��f�3f ti{iltt�t: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N a a c8 o F O N � J O C § J LL 0. 00 *kLLa W tq�� LLw _ M a Q N SYP J LL U.a W SGc Z S �05 co cco pNm co IL ao a N M Z ir Ln O Q U y OU Z W ❑❑❑ c� m z � z J a E3 U) V) z .8 (1) -J � LL, �O — W $ � U mi•.. J E U a � Qc e S� o w Mzi yZ o � E oo alz Zo U Ifli o , Z O E N Qo ap ¢ao a D i ado ¢w m� - C ZNC J a� zgZ z 3 wZ o ao W 3 � gW 00 z Qa m~ '° CO 5 a > Lo J C m 0 L ;C00 i v N 'y > 0 .2 E T M � CalN = T 2 00 CDLn N r r � N M N zM E 0 4 o U _j '> Q 0 JOB NO: 21-4272 SCALE : AS NOTED SHEET NO. ��