6592 Paden Wheel St - Laserfiche WebLink

Browse Search

1X4 1/2" DRYWALL DOOR JAMB (REFER 1X4 /2" DRYWALL DOOR JAMB (REFER 11 XA4 F1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. F TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. 8" DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. 7�1 TO SHT. SDW2-K1 FOR CONN. DETAILSI)t FOR CONN. DETAILS FOR CONN. DETAILS * X 4 X 4 #5 REBAR (TYPj 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 4 6 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS t FURRING #5 REBAR (Typ') AND NAILED W1 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON, INTO STAGGERED @ 1611 TAPCONS STAGGERED 2X8 BLOCK@ SPACING 1 "DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO —1X8 2x BAND JOIST W1 FACE NAIL 10d PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL STD. 90A D. 90- HOOK (TYP) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELL HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB I 3/16" x 3 -1/2" TAPCON @ 16r` TAP L :j/ METAL SEAT PLATE 0 . C' O.C. & 4" FROM 1 X4 P.T. -1/211 DOOR JAMB (REFER 3116" x 3 1X 1/2" DRYWALL X4 1/1 El/&: :—JLIIL NOTE: LAP SHEATHING TO EACH END W/ MIN DOOR JAMB (REFER C DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR _\ K1 FOR BOTTOM OF BAND .. E TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS '42 FOR CONN. DETAILS 1 Od @ 12" O.C. 2" 0 C. 1X4 ;000v r/mmo FURRING 11000 3/16.,o X3- 2X8 P.T. WITH 3/16"0 X 3" ±21-1 NONCS @ FIRST COURSE NOTC @ FIRST COURSE U& HGAM1 0 @ 12" O.C. w/4-SDS LONG TAPCONS 1/4xl 1/2" SCREWS INTO BAND L 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 L JOIST & (4) 3116"x1-314" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK ±5A_ BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPEN I NGSrcc_,�'� LED CELL PER FOUNDATION PLAN �H FILLED CELL INSTALLATION � RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. � �S SCALE: N.T.S. � �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN, A -A = 1890 # FOR 2 STRAPS /--FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2' 81' 1 -PLY PRE-ENGINEERED TRUSS SOLID W/GROUT it 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS USP RT1 6M W1 (8) NA1 1 NAILS & (6) 1" x 2-1" BLOCK HEADER ARCH BLKG. & BUCK 4 4 TAPCONS 1/2" DRYWALL S x 11" NAILS AND 10d NAIL 2 8d NAILS AT 8" O.C. AT BUCK A CUT OUT IN O.S.B. ON THE 1., X 1 3,, (4) WEDGE BOLTS (1) STRAP 1225 2 x 8 45' DIAGONAL (4) 10d NAILS INTO --.,--LEAVE INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#1) BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BE /2" TWEEN OVER 11 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B.. FOR POLY -CELL IN THIS AREA ---2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 1 Od NAILS OVERHAN BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. \\_2 \—PROVIDE N.T.S. INSTALL WDW. SCREW ANCHOR— x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTW`N- OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU __\ \ TRUSS AS SHOWN FOR O.H. UP TO 7-15" FOR OVERHANGS BETWEEN 3/4" TO 11/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED W/ (3) #6 X 4Y." WOOD ) NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ-D. I 4'MAX. RAD. SCREWS �w 16 O.C. MAX. OR IF MASONRY 0 (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + + PLYWOOD SHEATHING 11-011 51-011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + [NISH FLO R 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS 1-1w WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN B-B ROOF SHEATHING ATTACHED + REQUIRED -0 77.77 /4" MAX EMBEDME'NT INTO 2'41 811 PER NAILING SCHEDULE LL TRUSS + TO SUPPORT SOFFIT . A BAR + _F31 + CENTERED W/ ,BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + I - 9T IN TOP BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 S YP A 9 1 X 4 FURRING EACH TRUSS 1-7-7-7-7 7 7 1 ly I., I KNOCKOUT/ ZN AIR BIL K 8d NAILS @ 8" O.C. AT BUCK BRACE B 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR MONOFO, IN +. % PROVIDE 2 x 8 DIAG. VERT. BRACES WHEN HGT. OrN'IN TAPCON AT EA. SIDE (3)_ 12d NAILS SEE LINTEL SIZE AND REINF. PER PIL AND SECTION DETAILS BUCK - (1) WITHIN 4" BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY--J SCHED. 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. ENTER SO01T DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - PRECAST LINTEL % % STANDARD 4'-0" MAX SEE PLAN SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH v ELEVATION 90' #5 BAR IN HOOK TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%." WOOD ,SEE FOR OVER HANG FILLED CELL, L 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") IV, BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS I EQUAL EQU L 4'MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" 7- 1. INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. sk ANCHOR INTO ARCH BLKG. rK STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS 13-13 ARCH DETAIL SECTION @ ENTRY SECTION @ ROOF EXTENSION REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. � �S SCALE: 3/4" V-0" �S SCALE: 3/4" V-0" � �S SECTION DETAILS SCALE: 3/4" V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCKAFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16W/(18)-16d NAILSTO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4"EXPANSION BOLT (2 WHERE THIS CONDITION #5X6'EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL 5��PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET'EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS, (THE SAME SPACING REINFORCING COVER 6 5" EMBEDMENT & 3" MIN. 0 co SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER ,—F.F. EDGE DISTANCE < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL t> LU A REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ J, I I 5X6'EMBEDDED INTO FOOTING 2-#5X6' IN C ONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL M LO "'��EXISTING FILLED CELL SMOOTH. DO NO FURROW. lEil DRILL 3/4"X6" MIN, HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW, MAINTAIN UNIFORM JOINT WIDTH. 3" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N 7 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 �_�(2) SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL #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 EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T,S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE rDF"'�SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP 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: 314" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ID z Q) C-/) LU U 0 LU F E C!f V) V ZD ) 0 W Cn CO 00 C14 4) M LU 2 0 0) co C 0 Cl) em - 1 C14 0 0 20 r- LL 00 C af U) CL 0 < 0 LO 0 :S .A — BD. N-C�B D C vUl) M W 0- 0" it4 —S M 4 tA Lo r-- 0 0 �&, z Lou '5- — MF 4W rX 1�- (a co�'_ ILL I I CN a j-,MW �, - - I - LU > 1i - . (� � U-1 _� LU LL, k� 2 Z1. 43 a FU R. z5_ LL FL k. To the best of the Eng, �nkFeQS&InAtlion belief, the structural plan;4141' ra within these drawings comply, ing Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z (�4 0 2 N 1__q C) V) :3 t.0 C) > C:) V) M Ln V, :2 Nr En 6N 0) — Ln " LL z Ce U>% 00 < z E z LU W z 0 ED LL L, Z F_ v) a: uj ED Z z SIX Uj w a 0 0 0 z z < Z 0 a. W Z >- 7,- � LzLi ;-1 zz z a a: LLJ Lu R _1 00 U, U.) U LU C11 C:) 02 a. 0 z z M LU X: 02 Lq C:) Ln fI14 (**4 ul _j j L< Ui ag 0 Lo Lj U 0 z LL 9 -0 Z Z s t �Z- Uj CY �) 2!� =, cz) z< Uj (LDLJ _j 8 p 9 � U, Q 6 2! _3 0 LU X �- n 2 > 9 0 -, 0 LL Z < x 0 0o M 0 0 e Cy 2: LL U) z XR 0 z < LU 0 I_- c) r.4 F- LL z LU > 0 Z z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FLORES VERSION NO. 106 JOB NO: 16-6650 SHEET NO. SS E