39935 Harmon Grove Ct - Laserfiche WebLink

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3 v a C) i 0 0 J rn N 0 CO CD a Ln 0 0 J I i Cfl _ _ a 0 a N E S v _ J L.Z s U O 0 UI i 0 i 0 v U J JR LL 0 N M 0 0 a [V N N 0 0 V) 0 r m v rn 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER*4t UNACCEPTABLE INSTALLTION 40 DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"xBOT. PLATE W/ (2) 10d @ 6" o.C. APPROVAL FOR CONN. APPROVAL FOR CON APPROVAL FOR CONN. 1 X 4 1 x4 (TYP) #5 REBAR TYP, ` � 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 x4 P.T. 3-1/4" LONG X 3/16"q� FURRING 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2FURRING #5 REBAR ' AND NAILED W! Sd COMMON @ O.C. EDGES AND 12" O.C. FIELD @ O.C.,2 ROWS STAGGERED TAPCONS TAPCON @ 16" O.C. &8 TAPCON. INTO STAGGERED @ 16"1x8 (TYP,)6" ` ' P.T. FROM EACH END w/M.X8 BLOCK@ SPACING �� O.C. 2-ROWS INTO 1 DETAIL 2" EDGE DIST. ATTACH `STD. 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1 _ 1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �' 3 DETAIL 90° HOOK (TYP.) STD. 90' ` � @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" o.c. FILLBOTSOLID S HOOK FACE NAILS 10d TRUSS VERT. @ WEB TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TAPTO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL NOTE: LAP SHEATHING TO EACH END W! MIN DOOR JAMB (REFERLU 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" OTTOM OF BAND JOIST TYPICAL TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. 1x4 (2) ROWS 3/16' x 3-1/2 O.C. & 4" FROM EACH TAPCON 16" O.C. & FURRING C� END w/ MIN. 2" EDGE DIST. + NOTC FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' -2 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" 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ` ±5A FIRST 2 COURSES ------------ 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.S. SCALE. N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 805 #FOR 1 STRAP SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 1610 # FOR 2 STRAPS SEE NOTE 1 BELOW FILL 1st 4 COURSES SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX • 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"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 ALUM DRIP EDGE 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BRIG 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 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM 2x2 #2 P.T. MIN, FASTENED PER NOTE FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. 2 BELOW CONT VENTED OR SOLID SOFFIT F2,BLOCKING FURTHER INSTRUCTIONS. ' ° A. ° �" ° BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL CONT 2x4 NAILED TO NAILED TO TOP OVERHANG" CONNECT W/ 8d NAILS BRACE/ BLKG, BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS N.T.S. w/ 3-12d NAILS, TYP. (**) x 4 SOLID BLKG. (FULL WIDTH OF WALL BTWN. OSB° INSTALL WDW. SCREW ANCHOR\_2) ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED INTO ARCH BLKG. PER INSTALLATION DETAILS A 4 MIN. OF BRACE i ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING FOR OVERHANGS BETWEEN 3/4"T011/2" -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH LISTED IN THE DESIGN CRITERIA ON SHEET SN. 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'%" WOOD } O 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL - CMU w/ 3" LONG T-NAILS 24" O.C. °� ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i - WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE MIN. 4" EMBEDMENT AT 16" O.C. [F] 1 �� 5�-�� SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY / STRUCTURAL SOFFIT TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. C S FO 1 SCALE: 3/4" = V-0" FOR SOFFITS V-4" & GREATER INISH FLO QR (**) 2 x 8 BUCK - CONNECT TO BLOCK SECTION REV. 02.01.2021 BLOCKING REQUIRED, FOR SOFFITS LESS • ° • '� WITH 1/4" x 3 1/4" TAPCON 1 " 1/4MIN. ( B-B ROOF SHEATHING ATTACHED THAN V-4" MID BLOCKING NOT REQUIRED > . . : , ----- .rD „ EMBEDMENT INTO K.) �1/4 MAX 2, 0„ 8„ PER NAILING SCHEDULE ALL *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ° >: ° o. s p 4 #5 BAR X ¢2 BLOCK HEADER �F SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON i V 1-0 ° b ° . '' CENTERED W/ 9 IN TOP 1 X 4 FURRING BLKG. &BUCK H2.NA w/ 10 2X6 TO 2X4 ( ) 8d NAILS 2 X 4 #2 SYP SCAB TO SIDE OF ' ° > KNOCKOUT / N TRUSS AS SHOWN FOR O.H. UP TO 2-6 - ° CHAIR BLOCK 8d NAILS @ 8 O.C. AT BUCK * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. ° PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) X O (2)10d NAILS @ 8 O.C. VFRyq� TO TRUSS TOP CHORD MONO FOOTING _ .o ° a SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF BUCKTAPCAT EA, SIDE BUCK 4' 12d NAILS + �FNOT PLYWOOD SHEATHING AND SECTION DETAILS -I BRACE EXCEEDS 24' - ( - (1) WITHIN JACK TRUSS PROVIDED BY + H 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. + + DIRT _z TO BE INSTALLED + BLOCKING AS BUILT UP PLWD. BUCK - "Of+ 4'-0" MAX SEE PLAN + + REQUIRED ° • ° STANDARD q o 90° HOOK i� SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH TO SUPPORT TRUSS + #5 BAR IN TO FIT ARCH CONNECT W/ , „ NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2 WOOD SOFFIT + + FILLED CELL �� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC �� SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY + . _El INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. GABLE ONLY, CORNERS WALL USE 2 1/4" X 3 1/2" TAPCONS AT 16" () 2X4 SYP r ®" EACH TRUSS �� • °• �� • �� '• �� • ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. HIP. � 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" SS MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH SEE LINTEL 7 SCALE: 3/4" = V-0" SCHED. GLASS BLOCK INSTALLATION NOTES ENTER SO IT 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. PRECAST LINTEL B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE ELEVATION EXTENDS TO SILL. FOR OVER HANG EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR jj (MAX. 4'-0") D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWELEPDXY DRILL 3/4"x5" MIN. HOLE SET BAR IN C_ 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 SECTION @ ROOF EXTENSIONK�M CAP TO PREVENT LEAKAGE A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SCALE: 3/4„ = 1-0" SS TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR 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} #5 BARS CONT. >- #5x6' EMBEDDED INTO EXISTING BOND BEAM PER ANCHOR E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" SEE SHEET D2 AND z Z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER g'_0" SIMPSON HTT4 w/ (18)10d x 1 FLOOR PLAN FOR o v' SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER 1/2" NAILS TO STUDS & 1 - () MORE INFO a M FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP 5/8" DIA. ALL THREAD ROD u- O v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL D °' p'♦--�� p -�--� —�- EPDXIED w/ SIMPSON "SET" w a A REINFORCING AS FOLLOWS: SEALANT = III—IT—T EPDXY MIN. 6" EMBEDMENT & 3"MIN. EDGE DISTANCE a a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. o — I —� �I=�TI—�- k '� F- * PRESS PANEL REINFORCING INTO PLACE. — —I II—TC1 M #5x6 EMBEDDED INTO 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL I PANEL REINFORCING P 7 III Il�llr — — — — I I I e TI I Q cn N EXISTING FOOTING S G (2) #5x6 IN CONC. FILLED CELL SMOOTH. DO NO FURROW. . , _ - DRILL 3/4"x5" MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT Q — III - GRADE � o. o I—TTi— SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE CV ° 'p REMAIN FREE OF MORTAR. NOTE:z_ \ `. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 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 A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN a 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 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" RETROFIT FOR MISSING MSTAM STRAP FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = 1'-0" N Q N N CV M C� • ;'�; 50 3�3o PE's , •. n w cc ST. ; v QF T�zoo aY °§ ,r^. `* »emu"' �p ��• To the best of the wledge, 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 Engineer's signature and seal, H W vE to�0_ 0 co N 0 LA N N LL 0 '00 ,n J 4s LL a tl! rn(Nr�3 In w LL a. 3 vi aL� 133z JLLLL _ �:2 0 �.—Nco d'I LIE. _j W - -M W Z L rn < < a N Cl) Z <— O U vvi ZC)U W ❑ ❑ ❑ z N M o Z o d 13 N M z a o � lL w � a O� w o V) �_ w U W J I! L U U o N O:f U) Y N ®0 M t oCD w M M �< J U_ c6 E C:)- C)oLL E w o so � > <� Z® V F— CIL z0 �¢ o< p E N np W o W. <o dZ it � 2 U) c �¢ O Y U �m mp of Z c� J a� QW �Z N 3 0¢ Z Q0 gas Q a NW a2 oa F� O F =3 O co V a, zla 'ate 0 3 Lo OCD m cu L � L0 > U O CV Q O C) I— O `i E T r o N C4 (� 00 N U-)O M N w M o cc 3 CV Z z C E O E ca d U _j Q p JOB NO: 21-4269 SCALE : AS NOTED SHEET NO. SS