6535 Bar S Bar Trl - Laserfiche WebLink

Browse Search

:z CD 1 CK CD 94 CL 1 X4 /2" DRYWALL DOOR JAMB (REFER 1x4 /2" DRYWALL DOOR JAMB (REFER 1x4 F 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT — APPROVAL FOR CONN. APPROVAL FOR CONN. X 4 APPROVAL FOR CONN. x4 C E x4 P.T- 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRYTHROUGH 1x4 P.T. & 1x8 P.T. I 1/211 DETAIL 1x8 w/ (2) ROWS 8d NALS DETAIL STAGGERED @ 12" O.C. -3/16" x 3 -1/2" DOOR JAMB (REFER 1x4 P.T. TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER F 1/2" DRYWALL APPROVAL FOR CONN. 1x4 EACH END W/ MIN, TO PRODUCT TO PRODUCT -1/2" TAPCON @ 16" x3 APPROVAL FOR CONN. 1x4 -1/2" (2) ROWS 3/16" x 3 O.C. & 4" FROM EACH DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TAPCON @ 16- O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x P.T. AS REQ'D STAGGERED @ 12" 2x DETAIL 2 1/4" DETAIL 0' 3-1/411 DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. IN 1X4 1 X4 /2" DI 1 F 4N. 2X8 Im 1 Yl 1/2"DI 16" DIST W/ 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 11/4" 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) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA SCRIBE (NOTCH) 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 OSI3 INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 11-112- rHK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL K`lj� SCALE: N.T.S. �S 17A INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (11 1/4' MIN, /4" MAX EMBEDMENT INT;�V. 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTW`N. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK Ali I 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B T%A� VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" N T LEAVE A CUT OUT IN O.S.B. ON T B� 2 x 8 VERT. BRACE(S) U) LATION INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS '--2 X 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL INSTALL WDW, SCREV THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. I I I PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. � �S 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 ---2x845 DrAGONAL 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. 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 MAX. 8" PROPER INSTALLATION #5 REBJ (TYPI) STD. 90' FILL SOLID HOOK (I BOTH CELLS I NOTCH WEB AT FIRST 2 COURSI APACITY = 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) 11/4'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 (5) 12d NAIL 2X6 TO 2X4 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 ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 1 4' E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL P/E, 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: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W1 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL . - REINFORCING PANEL SMOOTH. DO NO FURROW. "e-000, -, > � F) T PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LA P) G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. '00�1 SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 MAYBE 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. SIMPSON 8d NAILS H2.5A W/ (10) 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 41/,1" 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 rL SCALE: 3/4"= V-101" 1\1 �s #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER HERE THIS CONDITION OCCURS W WITH MIN. 3 COVER V-01' 'A GRADE Cl) Cj 0 C-� 6 (2) #5 REBAR. (1-STORY) 16" MIN. (I -STORY) (3) #5 REBAR, (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 1.0 ', 4 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4"= V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS. 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. #5 REBAR (TYP,) D ATTACHED WALL SHEATHING TO 3/4" PLYWOOD DECKING GLUE AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" ,R O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD 40# 4 2x BAND JOIST W/ FACE NAIL 10d 90- HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. YP.) WEB METAL SEAT PLATE 4% NOTE: LAP SHEATHING TO 4 1#* JOIST TYPICAL 44 4bb, BOTTOM OF BAND SIMPSON HGAM10KTA @ 12- O.C. NOTCAN FIRST COURSE 7 _±_2 L w/ (4) 1/411/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"X2 3/4" THE TITEN INTO K.O. BLOCK :S MISSING EMBEDDED STRAP FILLED CELL INSTALLATION ("H RETROFIT FOR SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. L SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA i ALUM DRIP EDGE I PF ALUM FASCIA BIRG WALL TY PER PLAN 1-3/4" TRIM PAINTED SS NAIL W/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. FASTENED PER L NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 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. wl 5/8" MIN. EMBEDMENT - WOOD W/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER SF01 SCALE: 3/4" = V-101" FOR ALUMINUM SOFFITS �ATH SPANS THE SOFFIT FIL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.- .2'r 0 4 + + + + + + + + + + + TRUSS 2X4 SYP EACH TRUSS A CONNECTOR a 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 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + BLOCKING AS REQUIRED TO SUPPORT SOFFIT + ENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX 4'-0") SECTION @ ROOF EXTENS 0 I N SCALE: 3/4"= V-0" Ss SIMPSON HTT4w/(18) 10dxl 1/2" NAILS TO STUDS & (1) 5/8" DIA. ALL THREAD ROD EPDXIED W/ SIMPSON "SET' XY MIN. 6" EMBEDMENT 8 EPO 3" MIN. EDGE DISTANCE RETROFIT FOR MIq, MSTAM STRAP : 1, -v 4Qr-F: qWr-PT n9 ANn z >_ 0 (n U_ 0 LU Cn FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS.� OVERHAN 4 RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4"TO 1 10 I NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 1-011 51-011 NISH k�g� A -'--#5 BAR L L 0. CENTERED W/ M IN TOP I . . . I . . . L� KNOCKOUT/ N CHAIR BLOCK MONO FOOTING i SIZE AND REINF. PER PLAN J-1 L AND SECTION DETAILS . . N FIL CLEA L DIRT . "A ffTANDARD 9(y 00 t H K #5 BAR IN FILLED CEL I Ilk ok, I ILO IV I VL V L V Lo V V L, 'v % v V V .,I V IV Pkll e V sk STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECI :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 FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6'EMBEDDED INTO EXISTING FOOTING DRILL 34'4" MIN. HOLE SET BAR IN EPDXY SAW CUT r S EXISTING FOOTING rA ECTION SCALE: N.T.S. II'-ij RETROFIT FILLED CELL DETAIL SCALE: N.T.S. C-A e Cc C-4 :--:� �t 25 5 vv (j D IV t:_, �;e Lo 0 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 - Residenti I 7th Edition. Engineers signature and seal Is only for the structaral engineering portions of the drawing pages bearing Enginseesu signature and seal. 0 W E 0 o? F- t, N 0 ut L_L "L z_ -9 �F M a- �4 2 i'l it :2 9 cu 04 0 x i W Z IL co 0 0 z a C14 6 z W (D �2 I k C�_ — V) = cc 01 a) 0 4—J — Fj 0 V) < C, R 02 --I LL_ 2j E a 0 0 E u 6 z go E K x z _W t ro q: C zCB L 1 WL C) CD . S2 co C) (0 LO LO < a- (j) Cf) 0 LO 4-d 0 C14 C) -0 0) L0 CIO U) M C r11 0 z C cc E E C a. 0 0 _j JOB NO 22-06464 SCALE AS NOTED SHEET NO. SS