Laserfiche WebLink
11 i' 1 1 1 1. f l I i I <br />11 :111111171 1 <br />DOORJAMB (REFER 1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER <br />1 X 1/2" DRYWALL <br />MAX 8" � UNACCEPTABLE INSTALLTION � <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />til <br />PROPER INSTALLATION <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />�Dg\ <br />FOR CONN. DETAILS <br />1 X 4 <br />X 4 <br />#5 REBAR P, <br />(TY ) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />3-1/4" LONG X 3/16"� FURRING <br />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />TAPCONS <br />URRING <br />(TYF REBAR ` ' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ Sd @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />STAGGERED @ 16" TAPCONS STAGGERED <br />2X8 <br />♦ ' <br />BLOCK@ SPACING „ <br />1 DETAIL <br />O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. <br />2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH „ <br />1-1 /2 DETAIL MASONRY THROUGH 3" <br />DETAIL <br />j D. 90° HOOK (TYP.) <br />STD. 90A ♦ �j <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16"�j <br />METAL SEAT PLATE <br />1 X4 P.T. „ <br />NOTE: <br />O.C. & 4' FROM <br />3/16 x 3 -1/2 DOOR JAMB (REFER <br />1 X 4 1/2' DRYWALLLJIL. <br />�/� <br />LAP SHEATHING TO <br />DOOR JAMB REFER EACH END W/MIN <br />2" EDGE DIST. <br />DOOR JAMB (REFER TAPCON TO SHT, SDW2-K1 FOR <br />TO SHT. SDW2-K1 CONN. DETAIL <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12rx <br />" O.C. <br />/ <br />/ <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />LONG TAPCONS <br />' +2" NOTC Fes@ @FIRST COURSE <br />USP HGAM10 12" O.C. w/4-SDS <br />@ <br />TO BAND <br />2X8 P.T. <br />2X8 <br />` <br />2x P.T. AS REQ'D <br />STAGGERED @ 16" O.C. <br />♦ <br />JOIST & (4) 3/R16Vx1 3N4" WEDGE <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />+5^ <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />♦ <br />BOLTS INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />LED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />A -A <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />= 1890 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />SOLID W/GROUT <br />1 X 4 FURRING R SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6) 4" x 24" <br />BLOCK HEADER ARCH BLKG. & BUCK <br />TAPCONS <br />1/2„ DRYWALL <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 12" NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />(4) 4" X 1 4" WEDGE BOLTS ((1) STRAP =1225 <br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#]) <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />IN PLACE BEAM <br />CONTACT ENGINEER I RECORD FOR <br />FURTHER INSTRUCTIONS. ° <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)1 Old NAILS <br />OVERRAN <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />N.T.S. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR PROVIDE TAPCON WITHIN <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />k O(2)10d NAILS @ 8" O.C. <br />�FRygN <br />ARCH DETAIL <br />J <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ + �FNCTy PLYWOOD SHEATHING <br />1'-011 51-oa <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />• �. <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />g_g <br />ROOF SHEATHING ATTACHED+ <br />I RED <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />>.. <br />/4" MAX <br />2 -0 8 <br />TRUSS + SOFFIT <br />+ <br />° A*' •' P <br />> o' <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />°: <br />p 1'0„ • 4 • . <br />9 H <br />CENTERED W/ g <br />BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP ... <br />> • °� <br />IN TOP o <br />1 X 4 FURRING <br />EACH TRUSS <br />, a .' ' <br />KNOCKOUT / N <br />° <br />• <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ 2 10d <br />O <br />. <br />CONNECTOR <br />PROVIDE 2 x 8 DIAG. BRACE B <br />AT EA. E <br />NAILS ND <br />PROVIDE (2) MIN. <br />PROVIDE 2 <br />0 x <br />CONT. W/ (3) <br />y <br />' <br />MONO FOOTING ,e .... .., • <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL • ° <br />2 x 8 VERT. BRACES <br />() <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />.> <br />DIRT ? <br />Z <br />TO BE INSTALLED <br />g <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN 7 <br />PRECAST LINTEL <br />° STANDARD b <br />••'. , <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ' 90' <br />HOO K iv <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4Yz" WOOD <br />FOR OVER HANG <br />FILLED CELL - - <br />' <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />�� <br />. <br />.. . ._ % ., . ., <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />4 MAX. RAD. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />_ _ <br />LL <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />B-B <br />SECTION @ ENTRY L <br />SECTION @ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" =1'-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" =1'-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: <br />IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />EXCEED <br />(3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />FOR ADDITIONAL <br />INSTRUCTION. <br />EXTENDS TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />PROVIDE LOWER <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />DRILL 3/4"X6"MIN. HOLE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />EXPANSION STRIP <br />FLOOR PLAN FOR <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />MORE INFO <br />SET BAR IN EPDXY <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />HTT16 W/ (18) -16d NAILS TO <br />CAP TO PREVENT LEAKAGE <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />STUDS & (1) - 5/8" DIA. ALL <br />COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED" OUT. <br />1/4' EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />r <br />#5X6 EMBEDDED INTO <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />(1) #5 BARS CONT. OCCURS <br />TOP WITH MIN. 3" <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET" EPDXY MIN. t <br />z <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER g�_0� <br />5" EMBEDMENT & 3" MIN. <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F.F. <br />EDGE DISTANCE <br />g <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />\ ` <br />L" <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />U <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />e <br />LU ii <br />A <br />REINFORCING AS FOLLOWS:LL <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />gp e — <br />= g <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6"MIN. LAP SPLICE W/ <br />o ° <br />g <br />#5X6 EMBEDDED INTO <br />EXISTING FOOTING <br />2-#5X6 IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />° <br />¢ _ <br />U) N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° <br />DRILL 3/4"X6"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT�< <br />GRADE P. <br />` . <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6"MIN. LAP <br />p e <br />\ \ <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />04 ° <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />1-4H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />• ° <br />` � <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <br />;4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ (2) #5 REBAR. MIN. 3" <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.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. COVER EA. WAY <br />A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />1 SCALE: N.T.S. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />RETROFIT FOR MISSING MSTAM STRAP <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />RETROFIT <br />FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />SCALE: 3/4 -_ 1-0 <br />„_ <br />SCALE: 3/4 -1-0 <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />0!�G <br />o <br />IDZ c`') <br />_ <br />Z <br />z� <br />Q <br />O <br />J <br />a <br />c/) C� <br />W cn <br />4—d w <br />*� 0 <br />U - <br />0 w <br />~ <br />01 <br />o <br />o r- <br />U <br />N <br />WM <br />W <br />F— E <br />U <br />C cc Cl) <br />maC) <br />O O <br />" - 2 ui <br />w ti o <br />Lv Y <br />InIn 0 O <br />Q m <br />ch Q O <br />A <br />B <br />t <br />D® <br />N C B D C <br />to t f <br />OW <br />!jj <br />Ft <br />W��� o <br />I_ <br />�� <br />{E ' o�=/" <br />aictL <br />o o w ;, c <br />r <br />.�40 <br />� g,. •. <br />{VF <br />LL Z14'*k <br />sac N. <br />E S5 <br />¢ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z ON <br />O (1) r-, <br />,>(/)MO <br />M <br />Q (A Lr) <br />a cn•�d' <br />fl' M <br />oC U T-4 <br />00 <br />z <br />Q <br />z E <br />Z <br />J � <br />W <br />zg <br />z2: <br />g <br />wZ <br />0480, <br />0W <br />z <br />Lu <br />O f .. J <br />o�ES <br />UW,O <br />i <br />w° <br />o <br />ZZ <br />o <br />U <br />II <br />z <br />O <br />_ <br />J <br />J Q <br />o� <br />Qoao <br />LJJ <br />X U <br />U, <br />fV <br />0 <br />z�0a <br />LU <br />.o 771 <br />0°` <br />Z <br />w <br />J <br />Ln <br />rl <br />LU <br />n I- <br />g�a <br />M <br />z~z <br />Q; Z <br />Z <br />Z <br />Uj <br />m <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />SS <br />