6573 Bar S Bar Trl - Laserfiche WebLink

Browse Search

a; L0 U'3 :t" 0 -0 _Q r- C:1 'G LO LO 0 -2 r- U-3 E 10 _t (0 0 0 _Z� 16 1= 15 Cl- Pz 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER [-lx4 F F TO PRODUCT FP.T. TO PRODUCT APPROVAL FOR CONN. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CON X4 1 x4 1X4 P 3/16"0 X 3" LONG FURRING FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" -1/4" LONG X3/16"O 77 3 FURI[iTING _L TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" E BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 DETAIL 2" EDGE DIST. ATTACH PER MANUFACTURE of MASONRYTHROUGH 1x8 wl (2) ROWS 8d NAL 1x4 P.T. & 1x8 P.T. 1-1/211 DETAIL s 3" DETAIL STAGGERED @ 12" O.C� -3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" x4 P.T. TO PRODUCT 1x4 EACH END W/ MIN TO PRODUCT DOOR JAMB (REFER DOOR JAMB (REFER O.C. & 4" FROM APPROVAL FOR CONN. F 1/2" DRYWALL 2" EDGE DIST. APPROVAL FOR CONN. X 2x8 P.T. w/ (2) ROWS 3/16 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 ,4 " / FURRIN( TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ L Z 2x8 P.T. ATTACH SECOND PLY w/ MIN. 2" EDGE DIST. 2x8 L 2x P.T. AS REQ'D (2) ROWS 1 Odx3" 2x DETAIL 2 1/4" DETAIL 3-1/4" DETAIL STAGGERED @ 12" 0 BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSK`CC SCALE: N.T.S. SS N. 1X4 1/2"DI *2 E I �j 6" IST D W/ 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" 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 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB 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) 1 Od NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \\\- 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB -/ ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 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 SCALE: N.T.S. 111,!js .A INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 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 ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. EMBEDMENT INTO��) /4" MAX 4/_1 2'4' SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK (2) 1 Od 2 x 8 VERT. W/ NAILS AT EA. END �1� I � 7 LEAVE A CUT OUT IN O.S.B. ON 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) 1 Od NAILS EQUAL THRU OSB INTO 2 x 8 13-13 ARCH DETAIL SCALE: N.T.S. �S SECTION A -A 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) 1 Od NAILS \AT EA. END _ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAID. SECTION B-B 8" 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 TMAX. RAD. EQUAL MAX. 8" PROPER INSTALLATION #5 REB, (TYP,) FILL SOLID STD. 90, HOOK BOTH CELLS JL I LL NOTCH WEB AT +5 A FIRST 2 COURSI DAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SIDS 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 4Y? WOOD SCREWS @ 16" O.C. MAX, OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ 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 IMPSON (5) 12d NAILS 2X6 TO 2X4 H2.5A W/ (10) 8d NAILS S NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS DESIGNED ONLY FOR THE HIP. 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) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 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. . ..... 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO 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. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 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 SCALE: 3/4" V-0" �s #5 CONT. TOP & MID " _L MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6%0" 'T" =I I 1=1 F& I V` I r=-, TIP-- I L 1> GR DE 1> Cl) 2� = ;� CN (2) #5 REBAR. (1 -STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY .00 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-101" FILLEDCELLPER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS 2"x BOT. PLATE W1 (2) 10d @ 6" O.C.. 4,� #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" kR 41* # AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ><1 O.C., 2 ROWS STAGGERED *40#, - 41 eTD 90- HOOK 2x BAND JOIST W1 FACE NAIL 10d (TYP.) @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 1 Od @ TRUSS VERT. WEB E:71:7/, JL Ej/ NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. wl (4) 1/4xl 1/2" SDS SCREWS OITNTEB @ FIRST COURSE -±2'L INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN K.O. THE INTO BLOCK :S i FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BIRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL W1 5/16" HEAD ---------- DIA. @ 24" O.C. L CONT VENTED OR SOLID SOFFIT OCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED LISTED IN THE DESIGN CRITERIA ON SHEET SN. ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU W/ T NAIL.097" DIA. @ 24" O.C. W/ 5/8" MIN. EMBEDMENT - WOOD W1 (3) 16 GA. 3/4"XI/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA W/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 7VITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.� TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-15" DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H. (2) 1 Od NAILS @ 8" O.C. 4 �'/y TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS REQUIREDTO SUPPORT SOFFIT ++ �RU G4 DO SS AS UBLE SHOWN FOR O'� ,X4 SCAB FOR 1 -1 �/VG 1 " NAILS To TRUSS Toll + PLYW( -L--W,24 + 0 SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTEN SION rM SCALE: 3/4" V-10" SS SIMPSON HTT4 W/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIEDW/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR MISS MSTAM STRAP SCALE.,, - qPP qHF:PTn,) Amn z >_ 0 (n < 2 J_ 0 LU < M FILL 1 st 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� OVERHAN :4 RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 INISH F > A . . . . ..j #5BAR .1.011 t� - A CENTERED W/ V- .6 11. T9 =HH IN TOP KNOCKOUT/ C-"4 A CHAIR BLOCK A % /VP SIZE AND REINF. PER PLAN MONO FOOTING AND SECTION DETAILS CLEAN FILL J DIRT A ffTANDARD CD gy 00 H K C14 #5 BAR 1 N IV -,— FILLED CELL a. L It " L V L. % j L, V :5 TING SIZE AND REINF. PERLAN AND STEMWALL STEMWALL FOO MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT 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 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING (2) #5x6'IN CONC. < C/) LO FILLED CELL DRILL 314"x5" MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 0 co M U_ CL 0 =3 N �z W, x r 40, oc -4) _y� (0 - 0 4-1 — -0 0 UJ C1`1 C14 C:) S�! cli C11.) 0\ N, P, 8 v� z S T AT To the best of the Engineer's 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 sea] is only for the ructural engineering portions of the drawing pages bearing st Engineer's signature and sea]. C) W E Cl 8 co Ism 0 -2 0 "L U) u� U- 4 C, co LL u- 11n4 (L ui �: 0 6 0 -lr-- 9 19 '�'Fa N 0 ox 10- Lu W 0 2 r- IN 0 c� M _1 M < '.1 z 0 L IL L C1.) z < Lo 0 L) z b 3 W 171 - 04 2 C8, < V) 4 (a LU U 0 LU YZur) M U) C) 6 LU E > U) W 0 It CID 09 z < 2 U_ ce E z i 0 z< ca. E 8 -j Z' @ m CU 0 Wx 00 0 0 E 0 -1 -z W C14 .0 I z- 0 . .0 10 0 1 Z z co 0 �z W 2. <. 0, 0 < z ZO < W� 0 a EE i� C:> _� W xi C:) Co It , 10 I< 03;. 0 C) LO LO CM 12 CU < a— a) 1-1 L_ (10 CO C) :3 C) CY) Cr C) r < 04 0 04 C) 04 ce) L0 LO <ce) r- E C: 0 ca z E ca cc a. E -�j _0 0 0 75 0 _j JOB NO: 22-02399 SCALE AS NOTED SHEET No. SS