Laserfiche WebLink
DOOR JAMB (REFER iX4 1/2" DRYWALL <br />DOOR JAMB (REFEt <br />1 X 4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />TO SHT. SDW2-K1 <br />P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />FOR CONN. DETAI <br />1 X 4 <br />1 X 4 <br />3-1/4" LONG X 3/16" 0 <br />1 X 4 <br />FURRING <br />3/16" 0 X 3" LONGFURRING <br />TAPCONS <br />3/16"0 X 3-1/2" LONG <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16P.T. <br />TAPCONS STAGGERED <br />2X8 <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />O.C. 2-ROWS INTO <br />STAGGERED @ 16" O.C. <br />2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2++ DETAIL <br />MASONRY THROUGH <br />++ <br />3 DETAIL <br />1x4 P.T. & lx8 P.T. <br />1x8 P.T. & 2x8 P.T. <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />1X4 P.T. <br />3116" x 3 -1/2" <br />DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN. <br />DOOR JAMB (REFER <br />TAPCON <br />TO SHT. SDW2-AX3 <br />TO SHT. SDW2-K1 <br />2" EDGE DIST. <br />TO SHT. SDW2-K1 <br />CONN. DETAILS <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12 <br />1 X 4 <br />FURRING <br />2X8 P.T. WITH <br />2x P.T. AS REQ'D <br />2X8 P.T. <br />LONG TAPCON2X8 <br />STAGGERED @ 16" O.C. <br />2x DETAIL <br />2 1/4" <br />DETAIL <br />2-ROWS INTO MASONRY <br />3-1/4" DETAIL <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. <br />EMBEDMENT INTO BLK.) <br />1 X 4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45 DIAGONAL <br />(4) 10d NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL J <br />SCALE: N.T.S. SS <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />2 x 8 VERT. BRACE(S) <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />INSTALL WDW, SCREW <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />1/4" MAX <br />,r 2'-0" <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK —� <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />1/4" MAX EMBEDMENT INTO <br />SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />LEAVE A CUT OUT IN O.S.B. ON T <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />7/16" OSB ARCH PANEL <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />B-B ARCH DETAIL rK <br />SCALE: N.T.S. SS <br />GLASS BLOCK INSTALLATION NOTES <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />* PRESS PANEL REINFORCING INTO PLACE. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH. DO NO FURROW. <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />SECTION <br />A -A <br />8" <br />2'-0" <br />1/4" x 3 1/4" TAPCONS <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />�2 x 8 45 DIAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3) 10d NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4' MAX. RAD. <br />SECTION <br />B-B <br />8" <br />EQUAL <br />20 ga. PANEL <br />ANCHOR <br />9 ga. PANEL <br />REINFORCING <br />(EVERY OTHER <br />PROVIDE 2x <br />PROVIDE (2) MIN. CONT. W/ (3) <br />TAPCON AT EA. SIDE 12d NAILS <br />BUCK- (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />4' MAX. RAID. <br />EXPANSION STRIP <br />1/4" EXPANSION BOLT (2 <br />PER ANCHOR) <br />- EXPANSION STRIP <br />—SEALANT <br />_ 6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />PROPER INSTALLATION MAx.B <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(nP,) <br />STD. 90' <br />HOOK (1 <br />±5A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />= 1890 # FOR 2 STRAPS <br />1-PLY PRE-ENGINEERED TRUSS <br />USP RT16M W/ (8) NA11 NAILS & (6) 4' x 24' <br />TAPCONS <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 12' NAILS AND <br />- <br />WEDGE BOLTS 1 STRAP = 1225 # <br />4 - X 12" IO <br />O1" <br />4 4 <br />(2) STRAPS 2450#]) <br />BOND BEAM OR CAST <br />IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />N.T.S. <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />O.C. <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(5) -12d NAILS <br />2X6 TO 2X4 , <br />SPLICE NOTE: <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />SEALANT <br />GLASS BLOCK DETAIL <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />12 <br />SEE <br />PLAN <br />JACK TRUSS PROVIDED BY— / <br />TRUSS COMPANY OR 2x4 <br />#2 SYP @ 24" O.C. <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" <br />O.C. <br />USP RT3A <br />SECTION @ ENTRY L <br />SCALE: 3/4" = V-0" SS <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />(1) #5 BARS CONT. WHERE THIS CONDITION <br />TOP WITH MIN. 3" OCCURS <br />COVER 6-0" <br />F.F. <br />°. -11 <br />°- D <br />�°. ° II -III -III -III -III -III_-' <br />° °III -III -III <br />IIII <br />IIIIIIIIII; <br />I=1 i t=1 I I <br />GRADE ° .. D ° �I I, I_I I- <br />M p . <br />N 0 t> <br />0 <br />(2) #5 REBAR. MIN. 3" <br />16" MIN. COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />— FILLED CELL PER <br />FOUNDATION PLAN <br />�R <br />YP.) <br />THE <br />:S <br />1 IAIAn( C:DTARI 1= IKICTAI I TIMI <br />FILLED CELL INSTALLATION / H <br />SCALE: N.T.S. <br />x <br />+ <br />+ + <br />+ + <br />+ + <br />+ + <br />+ <br />TRUSS <br />2X4 SYP — <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />PRECAST LINTEL <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2`-6" <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />(2) 10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />'TN z PLYWOOD SHEATHING <br />BLOCKING AS <br />REQUIRED <br />TO SUPPORT <br />+ SOFFIT <br />�+ <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />CFF CHFFT R12 AND <br />FOR <br />HTT16 W/ (18) -16d NAILS TO <br />STUDS & (1) - 5/8" DIA. ALL <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET" EPDXY MIN. <br />5" EMBEDMENT & 3" MIN. <br />EDGE DISTANCE <br />RETROFIT FOR MISSING MSTAM STRAP <br />SCALE: 3/4" = V-0" <br />2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W/ 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD <br />0•C., 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 1Od @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4xl 1/2" SCREWS INTO BAND <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />BOLTS INTO K.O. BLOCK <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />FILL 1st4 GOURSES <br />SOLID W/GROUT <br />4 <br />a: <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER, OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN <br />e <br />a - <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR REQ'D. <br />NISH <br />o . .. � Y <br />° ° <br />°D °' -10„ a ° a CENTERED W/ <br />° .. � 90° H ° IN TOP o <br />° KNOCKOUT/ N <br />CHAIR BLOCK <br />MONO FOOTING D <br />SIZE AND REINF. PER PLAN -� I ° <br />AND SECTION DETAILS -1 <br />CLEAN FILL <br />DIRT z <br />° STANDARD CD <br />D ° 90' HOOK N <br />#5 BAR IN <br />FILLED CELL <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS <br />EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />- DRILL 3/4"X6" MIN. HOLE <br />SET BAR IN EPDXY <br />CAP TO PREVENT LEAKAGE <br />#5X6' EMBEDDED INTO <br />r <br />w <br />EXISTING BOND BEAM <br />0 <br />¢ <br />FILL CELL FULL HEIGHT W/ <br />LL <br />NON SHRINK GROUT. <br />A <br />1 <br />u- <br />g <br />v <br />#5X6' EMBEDDED INTO <br />Z <br />g <br />EXISTING FOOTING <br />N <br />DRILL 3/4"X6" MIN. HOLE <br />/ SET BAR IN EPDXY <br />��-• EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />2-#5X6' IN CONC. <br />FILLED CELL <br />SAW CUT <br />A SECTION <br />j SCALE: N.T.S. <br />SCALE: N.T.S. <br />U) <br />D_ <br />= W <br />w <br />LL <br />w Q <br />¢ <br />0 <br />O <br />Wa¢ <br />= <br />Zm <br />N <br />CD <br />N <br />woo <br />� <br />W Z <br />OW <br />co <br />W J <br />Q w ¢ <br />[ .R <br />O <br />W <br />Lf) <br />04 <br />H H W <br />a I R <br />;„ <br />R' <br />�QOW <br />k �Z <br />W <br />HOWW <br />C (n I <br />a <br />= <br />W Z Lo <br />x ✓L''' <br />r <br />¢ W CO <br />_� <br />Z Z <br />i- <br />W <br />W U) I.- <br />Cnw . <br />=ohm <br />�� <br />a <br />SIN` 4) 0)LO ^ E <br />W L -O 11 u <br />co <br />V)u-0-0-41M <br />E L s 0 <br />B <br />QoQ <br />O Lg - Q <br />v/} <br />t Ua� <br />•V) W 0-- u <br />(V � <br />W L 00 E M .9) <br />C) rz, a <br />WQ WS <br />iu)o <br />WOE <br />WYOW <br />z <br />wWW <br />UO0 <br />aU ¢C3xQQzw <br />W w���Oo <br />-jZ0�LLI <br />z� D � <br />To <br />9-1 <br />zW <br />O <br />w� <br />w <br />�<Fjz,.0 <br />QR <br />p <br />w.Q<z <br />LL_¢ <br />gH�Y <br />Oo <br />¢pW uQ <br />o¢a® <br />LL <br />0! <br />O <br />N <br />Z <br />0� <br />>_U)O <br />0 � M O <br />U) M 1 <br />W <br />�X 7 <br />w U-) <br />z <br />Q >- Q 00 <br />Z U <br />z <br />W <br />Jo <br />C04 <br />0 <br />N <br />O) <br />N <br />+ <br />0 <br />E <br />� <br />o <br />0 <br />> <br />Lo <br />O <br />Z z <br />O <br />� <br />wwcn <br />0 <br />U?ro <br />Q <br />W <br />Oa-M <br />Cn <br />1--� <br />Z <br />w ~ <br />LL <br />I— <br />w <br />= <br />H = z <br />Z 3: -1 <br />(Qn <br />� <br />V <br />>- <br />�ZX <br />a <br />Z LL <br />N <br />Lu <br />Oa2W <br />QZ <br />O <br />a M <br />U�Z�, <br />.. <br />z (V <br />�Q0 <br />Z <br />U <br />J <br />M_O <br />W <br />� <br />z <br />z <br />J <br />M <br />0 <br />o <br />r— <br />LAST PLOT <br />DATE <br />Jun. 26, 17 <br />O <br />STRUCTURAL <br />_J <br />DETAILS-RETRO FIT <br />