Laserfiche WebLink
DOOR JAMB (REFERTO <br />"RYWALL <br />DOOR JAMB (REFER <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />SHT. SDW2-K1TO <br />SHT. SDW2-K1 <br />TO SHT. SDW2-K1FOR <br />CONN. DETAILSX <br />FOR CONN. DETAILS1X <br />&11X4111/12-"RYWALL <br />CONN. DETAILSFOR <br />4 <br />ff <br />4 <br />1X4 <br />3-1/4" LONG X 3/16"0FURRING <br />3/16"0 X 3" LONGFURRING <br />TAPCONS <br />3/16"0 X 3-112" LONG FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCONS STAGGERED 2X8 <br />BLOCK@ SPACING „ <br />1 DETAIL <br />.. <br />O.C. 2-ROWS INTO <br />STAGGERED @ 16" O.C. 1X8 <br />2-ROWS INTO <br />PER MANUFACTURE <br />MASONRY THROUGH „ <br />1-1 /2 DETAIL <br />MASONRY THROUGH 3" DETAIL <br />1x4 P.T. & 1x8 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 />3/16" x 3 -1/2" <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB REFER TAPCON <br />TO SHT. SDW2-K1 FOR <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 <br />CONN. DETAILS <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12" O.C. 1 X 4 <br />_ J <br />///7// <br />FURRINI <br />2X8 P.T. WITH 3/16" 0 X 3" <br />2x P.T. AS REQ'D <br />2X8 P.T. <br />LONG TAPCONS <br />STAGGERED @ 16" O.C. 2X8 <br />2x DETAIL <br />2 1/4" DETAIL <br />2-ROWS INTO MASONRY 3-1 /411 DETAIL <br />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. <br />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.) 1/4" MAX „ <br />1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. 2 0 <br />BLOCK HEADER ARCH BLKG. & BUCK <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45A DIAGONAL (4)10d NAILS INTO <br />BRACE7/16" OSB <br />S) 2 x 8 BRACE/ BLKG. <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 />2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR ( ) <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 />SECTION <br />A -A <br />8" <br />1/4" x 31/4" 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 />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />1/4" MAX EMBEDMENT INTO K.) <br />2'-0" <br />8" <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />1 X 4 FURRING <br />BLKG. &BUCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE 2x <br />S <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />CONT. W/ (3) <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />r- <br />BRACE EXCEEDS 24" <br />BUCK- (1) WITHIN 4" <br />it <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />� <br />TO BE INSTALLED <br />"' <br />BUILT UP PLWD. BUCK - <br />02 <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />5 <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL <br />EQUAL <br />4' MAX. RAD. <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />ER <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />B—B <br />SCALE: N.T.S. SS <br />rn <br />O <br />O <br />PROPER INSTALLATION MAX, 8 <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(TYP,) <br />STD. 90 <br />HOOK <br />�JL <br />1/fl <br />+5A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d <br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) <br />BOND BEAM OR CAST 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 4%Z' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />12 <br />JACK TRUSS PROVIDED BY SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(5) 12d NAILS <br />SIMPSON <br />2X6 TO 2X4 <br />H2.5A wl (10) <br />8d NAILS <br />LOJ <br />GLASS BLOCK INSTALLATION NOTES <br />LO <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />I <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />> <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 />EXPANSION STRIP <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <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 />ANCHOR <br />� <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />i <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />ANCHOR PER <br />9 ga. PANEL ) <br />a <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />o <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />o <br />= <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />iv <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />v <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6"MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />a <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />00 <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 <br />N <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />o <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />ZZ <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 />w <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />JACK TRUSS PROVIDED BYE <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 4Y2" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY f L <br />SCALE: 3/4" = V-0" SS <br />L FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />2"x BOT. PLATE W1(2) 10d @ 6" O.C.. <br />#5 REBAR (TYP,) <br />♦ <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />�R ` ' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />TD. HOOK <br />2x BAND JOIST W/ FACE NAIL 10d <br />90° (TYP.) <br />` <br />YP•) <br />ACE NAILS 10d @ TRUSS VERT. <br />WEB <br />— <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />' ` <br />' +2. NOTC F@ @ FIRST COURSE <br />` <br />SIMPSON HGAMI OKTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />THE <br />:s I ♦ <br />, , <br />FILLED CELL INSTALLATION KH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N,T.S. <br />�SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />X <br />/ TRUSS <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />/ SEE LINTEL—/ <br />SCHED. <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <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 PLYWOOD SHEATHING <br />BLOCKING AS <br />REQUIRED <br />TO SUPPORT <br />+ SOFFIT <br />W311111 Nil + <br />CENTER SOFFIT - <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = 1'-0" LS <br />W.W.M. AT PERIMETER SIMPSON HTT4 w/ (18) 10d x 1 <br />WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - <br />(1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD <br />TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" <br />COVER 6'-0" I I ^F.F. EPDXY MIN. 6" EMBEDMENT E <br />/f` 3" MIN. EDGE DISTANCE <br />D p p <br />T=lm�l---rr6 <br />D — — — — — <br />D � <br />.'A <br />GRADE D p Q p I I —II r rf-I I <br />. e <br />CV q <br />ch Z \ <br />C2 •D <br />e. <br />D (2) #5 REBAR. MIN. 3" <br />16" MIN. COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />CFF gHPF=T 112 AND <br />FOR <br />RETROFIT FOR MISSING MSTAM STRAP <br />SCALE: 3/4" = V-0" <br />Z <br />0 <br />LL <br />0 <br />w <br />LL <br />F- <br />U <br />U) <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />d <br />d <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <" <br />OVERHAN <br />d <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 REO'D, <br />1lffe�'$ili <br />NISH <br />#5 BAR <br />CENTERED W/ <br />g <br />D e 9 H`40 IN TOP o <br />KNOCKOUT / 04 <br />CHAIR BLOCK <br />e <br />MONO FOOTING ' <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS -I <br />IZI <br />CLEAN FILL e ' <br />.D A. <br />DIRT z <br />° STANDARD o <br />• e N <br />#5 BAR IN 9(T HOOK <br />FILLED CELL,' <br />. . . . , , .� •, <br />•,= - <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />JTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />aNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />EPDXY CAP TO PREVENT LEAKAGE <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />#5x6' EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />Ink 4(•._rl IAI !•\/•\•Ili <br />4" SAW CUT <br />EXISTING FOOTING A SECTION <br />j SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />(!3 V <br />7L co <br />CO <br />z <br />Ci- <br />Sid <br />U) <br />V) (D <br />C <br />� <br />w <br />� Q <br />.O <br />W <br />U <br />of - <br />CD N <br />W <br />a) co <br />CA cM <br />co <br />V <br />= ai <br />-0O M <br />T <br />p .o 04 <br />C) <br />_ LL00 <br />"CU <br />Y <br />Q <br />0 <br />6> Q O <br />B D. <br />We <br />N N <br />N <br />U) g� <br />w z <br />Z LU R� z�c, <br />LU C�tw N w <br />LU Q L <br />0 a <br />m o 4 <br />43 U)LL <br />U)E- <br />W <br />tv <br />!`1'��U`E-T�O <br />.FDSENG. ,pM• <br />4,Ca CO co <br />IL <br />0FESS1Q�` <br />' rir/l/llll►tl�'��� <br />4�w <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNARI <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />o z <br />tto <br />Za <br />Ea <br />¢ <br />w r <br />ooU0 <br />U01 <br />ZQ�Q <br />zHe <br />W <br />YapJ <br />m <br />O w N <br />w <br />F�o <br />L <br />Z� <br />x U <br />g <br />Z <br />ao <br />U <br />J <br />> w <br />°oo <br />YS <br />o���' <br />J <br />� <br />U <br />o a O J <br />0 <br />z<zo <br />w � Q <br />Q <br />O lu <br />Z <br />0 <br />-'b o <br />LLJ <br />Ln <br />W <br />� a z 8 <br />J <br />r-1 <br />11J <br />to g E a <br />Ln <br />00 <br />2: <br />Q <br />Q <br />Z <br />��z <br />�Z <br />� <br />��o <br />vai o <br />co <br />O <br />06 <br />z <br />:5 <br />W <br />2 <br />z <br />a LU <br />,--1 <br />a <br />(n <br />s <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 4w0 <br />SHEET NO. <br />SS <br />