Laserfiche WebLink
3 <br />Q <br />L <br />c <br />a> <br />w � <br />x <br />rn ' <br />qM <br />_C) <br />J <br />r- <br />LO <br />0 <br />I <br />N <br />i <br />L <br />> <br />C <br />00 <br />0 <br />J <br />LO <br />L0 <br />CID <br />I <br />N <br />a <br />0 <br />N <br />0 <br />{Z <br />E <br />FR <br />a) <br />C <br />0 <br />L <br />v <br />i <br />a <br />r7 <br />i <br />0 <br />0 <br />U <br />U <br />.0 <br />O <br />i <br />0 <br />i <br />L <br />z <br />y <br />1 <br />Y <br />0 <br />0 <br />J <br />0 <br />0 <br />r- <br />Cl- <br />0 <br />0 <br />1x4 1/2" DRYWALL <br />DOORJAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />� UNACCEPTABLE INSTALLTION <br />� <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />MAX. <br />PROPER INSTALLATIONDO <br />8„ <br />NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" o.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. APPROVAL FOR CONN. <br />lx4 <br />1 X 4 <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1x4 P.T. <br />3-1/4" LONG X 3/16"� FURRING <br />3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" <br />FURRING <br />#5 REBAR Aft* <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS TAPCON @ 16" O.C. & 4" <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <br />` <br />' <br />BLOCK@ SPACING 1� <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1 _1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� <br />3 DETAI L <br />`STD. <br />STD. 90^ ` �I <br />90" HOOK (TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />BOTH BEDS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />KWEB <br />3/16" x 3 -1/2" <br />1x4 P.T. DOOR JAMB (REFER <br />METAL SEAT PLATE <br />TAPCON @ 16 <br />O.C. & 4" FROM <br />TO PRODUCT <br />DOOR JAMB (REFER APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />Q <br />NOTE: <br />LAP SHEATHING TO <br />EACH END W/MIN <br />TO PRODUCT <br />DOOR JAMB (REFER <br />2" EDGE DIST. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />' <br />BOTTOM OF BAND <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16" <br />JOIST TYPICAL <br />APPROVAL FOR CONN. <br />2 ROWS 3/16" x 3-1/2" <br />() O.C. & 4" FROM EACH <br />1x4 <br />— —� <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />FURRING <br />TC @FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />SIMPSON <br />P ON GA <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' ±2° <br />SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />L <br />` <br />INTO BAND JOIST & 4 1/4"x2 3/4" <br />{ ) <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 <br />/411 DETAIL <br />+5^ <br />NOTCH WEB S THE '' <br />FIRST 2 COURSES <br />` <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />LED CELL PER <br />PLAN <br />FOUNDATION <br />FILLED CELL INSTALLATION <br />H <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 />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />A -A <br />=1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />tt <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />e <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />a <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) <br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />a <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <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 DPAGONAL BRACE AT EA. <br />coNracT ENGINEER I RECORD FOR <br />FURTHER INSTRUCTIONS. ;' <br />SCRIBE NOTCH <br />(NOTCH) <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN � Q <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />KIN.T.S. <br />INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />` <br />RETROFIT WALL OVERHANG DETAIL NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />INSTALLATION DETAILS A <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <br />-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />IF TRUSSES USED W/ 3 #6 X 4'%" WOOD <br />) ( ) <br />" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />J <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />kO�FR TO TRUSS TOP CHORD <br />qN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �FNOT <br />j'-Orr 5F_On <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + <br />N PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ + BLOCKING AS <br />INISH FLO <br />. ° <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />„ EMBEDMENT INTO K.) <br />MAX n <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />° ° o. #5 BAR <br />> °:' . , <br />BLOCK HEADER/4 <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2-0 8 <br />5 12d NAILS SIMPSON <br />() <br />+ <br />+ <br />> „ p ° <br />D' 1-0 s o ° <br />9 H CENTERED W/ - <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP . ®s <br />EACH TRUSS <br />o ° °� IN TOP o <br />,' KNOCKOUT / c� <br />1-1 <br />— �� '; � ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 8 DIAG. BRACE B <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />. <br />� <br />CONNECTOR °�— <br />— b <br />MONO FOOTING _ - ,y . <br />e.SIZE <br />x <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SEE LINTEL <br />AND REINF. PER PLAN — <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK- (1) WITHIN 4" <br />7 <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. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT Z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />.°. ° STANDARD 9 <br />90` HOOK N <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 e <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL, • -, • -L, • •. • -, , <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 />4'-0" <br />(MAX. ) <br />It , • . . ,1" . ., <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 />L , <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />�� ►• � .� ►• • • �� s• • � �- e• � �� ►• <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL <br />B_B K <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"= V-0" SS <br />SCALE: 3/4" = V-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <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 />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />EPDXY CAP TO PREVENT LEAKAGE <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 />TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />x 1 <br />SIMPSON2" <br />MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" <br />( ) <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />1/2" NAILS L STUDS & (1) - <br />NAILHTT4 U S & (1) <br />5/8" DIA. ALL THREAD ROD <br />� <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />TOP WITH MIN. 3" OCCURS <br />EPDXIED w/ SIMPSON "SET" <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 1, <br />6 <br />EPDXY MIN. 6" EMBEDMENT & ` . <br />00 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />( EVERY OTHER <br />-0 F.F. <br />3" MIN. EDGE DISTANCE <br />a <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />LL 1-11 <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° — <br />0 v <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o ; � o � <br />LU a <br />REINFORCING AS FOLLOWS: <br />• <br />SEALANT <br />o = III=�1=I I=�r T <br />a <br />j <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />e I—� -J IF <br />p . <br />g <br />• <br />--(I <br />r <br />c� z <br />#5x6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />o TI <br />o <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />.; 'C� <br />ai N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />'. .`.::: - <br />° <br />n °. _ <br />I I I I <br />DRILL 3/4"x5" MIN. HOLE <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 />GRADE o. p .'Tr - - <br />SET BAR IN EPDXY <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />04 <br />``' <br />REMAIN FREE OF MORTAR. <br />z_ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />iv • o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° ° <br />0 <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 />j 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 />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 />�v�✓ <br />O <br />p <br />` C 0 <br />r o <br />04 <br />r •`" <br />t <br />''•, F L.O� `�� 4u <br />, <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 <br />Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />oo <br />FW cc)E <br />0 U <br />co 00 <br />� # <br />V M N O N <br />Lo�Q <br />OND J J <br />® -1 th O) N <br />0 �� <br />W W <br />"L a a <br />onC <br />W N <br />0 1 <br />c 0" <br />p; �"� <br />0 ~ <br />mm° o <br />W to o <br />W E°'O' <br />cl, @ p <br />NLL QC"Z <br />Job <br />p N 2 <br />C,) OF J <br />Z U <br />❑❑❑❑ <br />W <br />z N O <br />z <br />o <br />z <br />� <br />J th <br />D� N <br />QE3 <br />cn o <br />� � <br />+J u, d <br />C6 w c, <br />,,, r- <br />E <br />O <br />v m <br />— 0L=u <br />` e <br />$ <br />zl <br />as <br />C) 30 <br />®0 <br />CO <br />C <br />JZ <br />w <br />co <br />M <br />z <br />p <br />z <br />a <br />J <br />U_ <br />d E <br />o <br />C C <br />z <br />O <br />W Z <br />Z o <br />< N <br />Z <br />C <br />Co <br />G <br />— <br />C <br />O C <br />N¢O <br />K O <br />E, <br />1 O <br />0 O <br />U <br />a <br />2Q <br />a z <br />Q <br />¢ <br />L <br />O <br />m 0 <br />.0o <br />zLL <br />J <br />¢ <br />aw <br />zz <br />M <br />11 <br />02 <br />gz <br />rn w <br />Lj <br />z <br />Mj <br />CD` <br />CID <br />v <br />z¢ <br />i° <br />°3 <br />> (� <br />L <br />ui <br />W <br />ITS <br />0 <br />C <br />c>3CN <br />W <br />Q <br />� <br />O <br />C <br />O <br />T <br />O <br />LO <br />• _ N <br />Z <br />T <br />Lo <br />^ <br />� <br />Uri <br />T' <br />M T <br />� N <br />„ <br />Z <br />z <br />y <br />O <br />c <br />tl <br />U J Q <br />J <br />JOB <br />NO: 20-0557 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />� ��o�wtanl�loonn . Allt�tPR!It11R11AlIIIPIIA6LIII�IIA� <br />