3111 Moulden Hollow Dr - Laserfiche WebLink

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DOOR JAMB (REFC:D r--11X44 r-1/2" DRYWALL DOOR JAMB (REFER 11 X 4 11112" DRYWALL DOOR JAMB (REFER 1 X 4 Fl/2" DRYWALL MAX. 8" UNACCEPTABLE INSTALLTION TO SHT. SDW2-Kl"'l P.T. TO SHT. SDW2-Kl TO SHT. SDW2-Kl FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. FOR CONN. DETAILS,)tN\_l FOR CONN. DETAILS 1 X 4 -1 X 4 #5 REBAR (TYP,) 400 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 4 3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LO NG TAPCONS f FURRING #5 REBAR *404 AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO IG TAPCONS STAG ERED STAGGERED @ 16" X 2X8 (TYPI) BLOCK@ SPACING 1 DETAIL jr O.C. 2-ROWS INTO lX8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO lya lX8 PER MANUFACTURE MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL STD. 90A 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) lx4 P.T. & lx8 P.T. lx8 P.T. & 2x8 P.T. FILLSOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1 Od @ TRUSS VERT. WEB A -3116"x 3 -1/2" TA N TAPCON @ 16" Co4 ' L�J/_J/[ METAL SEAT PLATE 0 C FR O.C. & 4" FROM I lX4 P.T.— -1/211 DOOR JAMB (REFER 3/16" x 3 r r 1/2" DRYWALL NOTE: CH END A DOOR JAMB (REFER EACH END W/ MIN, KlFOR DOOR JAMB (REFER TAPCON TO SHT. SDW2-Kl FOR X4 X LAP SHEATHING TO BOTTOM OF BAND 2" EDGE DIST. TO SHT. SDW2-Kl 2 EDGE DIS 4E TO SHT. SDW2-Kl CONN. DETAIL 4% JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 1 Od @ 12" O.C. 2"/0 C MqpT lX4 4%, I FURRING 3 1 6 'o X 3- 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS 4S ±2- - N TC No FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4xl 1/2" SCREWS INTO BAND 2x P.T. AS REQlD .2 yj 2X8 P.T. STAGGERED @ 16" O.C. 2X8 JOIST & (4) 3/16"xl -3/4" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS/'*'C�C FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION � �H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. �s SCALE: N.T.S. SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 1890 # FOR 2 STRAPS FILL 1 st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX z 8" 1 -PLY PRE-ENGINEERED TRUSS SOLID W/GR OUT ir 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 3 1/4" TAPCONS USP RT1 6M W/ (8) NAl 1 NAILS & (6) 1" x 2j" BLOCK HEADER TAPCONS 1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 Wl (6) 10d NAILS x *NAILS AND 8d NAILS AT 8"O.C. AT BUCK (4) J" X 1 J" WEDGE BOLTS (1) STRAP 1225 A 2 x 8 45 DIAGONAL (4) 10d NAILS INTO INTO —LEAVE A CUT OUT IN O.S.B. ON THE (2) STRAPS 2450#]) BRACE(S) 2 x 8 BRACE/ BLKG. BLKG 7A INSIDE TO ALLOW FOR INSULATION 7/16"OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 11/2" CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL OLEIN S jB - FOR i O� S POLY CELL IN THIS AREA ---2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR 1. 1 1 FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 1 Od NAILS OVERHAN I m ImTn n q BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR--/ ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO Z-13" 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 41/V WOOD [NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. 4'MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY o Iz, (2) 10d NAILS @ 8" O.C. ARCH DETAIL i WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + + IA/ PLYWOOD SHEATHING 11-011 51-011 L L JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + T_ OlLf IN ISH FLOQ R 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTOI�.) PER NAILING SCHEDULE LL TO SUPPORT /4" MAX Z-011 8-1 TRUSS + SOFFIT + BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 1.011 CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP IN TOP KNOCKOUT/ EACH TRUSS 7 1 1 7 1 LL 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od CONNECTO R CHAIR BLOCK % NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN�, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) SLI_ ir MONO FOOTING SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" 7 JACK TRUSS PROVIDED BY--/ 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. IT DIRT 2� TO BE INSTALLED 2 BUILT UP PLWD. BUCK - 4#4' MAX SEE PLAN PRECAST LINTEL ffTANDARD b SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH % SEE ELEVATION #5 BAR IN H K 04 go. 00 TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 41/V WOOD FOR OVER HANG FILLED C�El_ 8d NAILS "-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4'MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY '(MAX. 4'-0") L, V VL, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" Ll % V,.i V I Vw;., V INSTALL WDW, SCREW_"___� THRU OSB INTO 2 x 8 O.C. o .. ANCHOR INTO ARCH BLKG. FOOTING SIZE PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY SECTION @ ROOF EXTEN SION STEMWALL AND REINF. PERLAN AND STEMWALL B-B MONO TO STEMWALL FOOTING SCALE: N.T.S. SCALE: 3/4" V-0" \�ll �s SCALE: 3/4" V-0" � �s SCALE: 3/4" V-0" SECTION DETAILS 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. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. 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 BLOCK AFTER 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 ____k COURSES TO PREVENT THE MORTAR FROM BEING OUT. /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 PERANCHOR) (1) #5 BARS CONT, TOP WITH MIN. 3" OCCURS THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. z A IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61-0" 5" EMBEDMENT & 3" MIN. 0 cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER e-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 uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 2 rA THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL uj _j a. REINFORCING AS FOLLOWS: a. PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT u- 5X6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ EXISTING FOOTING 24 X 'IN ONC, COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW. CN 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. 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 "o 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" M IN. COVER EA. WAY SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 7r EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1-1-1 � SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE 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: 3/4" = 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. (D z z co z < V) (1) (D c—n 4--J 0 Lu C) uj i2f E 0 U) cn