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4 <br />U <br />0 <br />O <br />�I <br />O <br />d <br />U <br />Z <br />i <br />z <br />I <br />i <br />0 <br />v <br />0 <br />L <br />N <br />O <br />N <br />0 <br />0 <br />o.. <br />0 <br />N <br />00 <br />0 <br />0 <br />m <br />v <br />DOOR JAMB REFER 1x4 1/2"DRYWALL <br />( <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1x4 ( <br />1x4 1/2" DRYWALL <br />MAX. <br />UNACCEPTABLE INSTALLTION <br />8" <br />TO PRODUCT P.T. <br />TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />PROPER INSTALLATION <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)1Od @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />` #5 REBAR <br />(TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1x4 P.T. <br />3-1/4" LONG X 3/16" 0 FURRING <br />3/16" 0 X 3" LONG FURRING ROWS 3/16" x 3-1/2" <br />TAPCONS <br />FURRING <br />#5 REBAR ` <br />� <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12' O.C. <br />O. BOTTOM PLATE W/ 8d D 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />T <br />TAPCON @ 16" O.C. & 4"LL'lx8 <br />STAGGERED @ 16 <br />X8 <br />(TYP,) <br />` <br />40* <br />FIELD <br />BLOCK@ SPACING „ <br />DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRY THROUGH n <br />1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS <br />n <br />DETAIL <br />STD. 904 ` <br />D. 90°HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 1od <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C.3 <br />@ <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d TRUSS VERT. <br />@ <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB REFER <br />1x4 P.T. ( <br />TO PRODUCT <br />LNOTE: <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />DOOR JAMB REFER EACH END W/ MIN.TO <br />TO PRODUCT DIST. <br />PRODUCT <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />x 3-1/2" TAPCON @ 16" <br />JOIST TYPICAL <br />APPROVAL FOR CO,*2'P'EDGE <br />2 ROWS 3/16" x 3-1/2" <br />O O.C. & 4" FROM EACH <br />1x4 <br />FURRING <br />— <br />TAPCON 16" O.C. & <br />O° END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' +2, <br />- L <br />NOTC F.� @ FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8lvil�INTO <br />NOTCH WEB THE I <br />` <br />BAND JOIST & (4) 1/4"x2 3/4" <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL <br />+5A <br />AT <br />FIRST 2 COURSES ' <br />` <br />TITEN INTO K.O. BLOCK <br />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATIONK"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 <br />-A <br />UPLIFT CAPACITY = 805 #FOR 1 STRAP <br />W/ 1/4" x 3114" TAPCON (1 1/4" MIN. <br />=1610 #FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2 -O <br />811 <br />• SOLID W/GROUT <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <br />° <br />BLOCK HEADER ARCH BLKG. & BUCK <br />° <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 21/4" 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"x21/4" TITEN = 2150 #) <br />2 x 8 45' DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />CONTACT ENGINEER of RECORD FOR <br />OR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. <br />• •4 <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 />OVERHAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO\_2 <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER <br />A <br />4 MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS -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 Z-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 ARCH <br />IF TRUSSES USED W/ 3 #6 X 4Y." WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'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 />J <br />4 MAX. RAID. <br />SIMPSON 1/2" HD I (CENTERED) w/ <br />1)EMBEDMENT <br />TO TRUSS TOP CHORD <br />���RyAN <br />O.C.TEN <br />M N 4USE <br />AT 16' <br />+ `F <br />+ N MTh <br />1 -0rr 5 -011 <br />SCALE: N.T.S. <br />SS <br />12 <br />+ PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />OILFINISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>. D ' D ,pP. <br />T IN <br />1/4" MAX EMBEDMENTO K.) <br />� �� �� <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + <br />° • • . : ' .... D, <br />° •• #5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2 -0 8 <br />(5)12d NAILS SIMPSON <br />SOFFIT <br />+ + <br />D D a ..' D p <br />° <br />p• 10" s ° CENTERED W/ g <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . ®s <br />D ° °� 9 H IN TOP o <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />- D a •' KNOCKOUT / N <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/ (3) <br />CONNECTOR <br />- p <br />MONO FOOTING , <br />x <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />-I <br />BRACE EXCEEDS 24° <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />-� s <br />D. <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 />CLEAN FILL .111A. <br />DIRT z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />e - <br />STANDARD <br />a•'. b, <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 ° 9� HOOK N <br />• <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4Y," WOOD <br />FOR OVER HANG <br />FILLED CELL, -,, - �, <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4' MAX. RAID. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />, , <br />♦ s ♦ , . • , • N � . ,, , _, . 1, <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />• <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />ANCHOR INTO ARCH BLKG.STEMWALL <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />SECTION @ENTRY L <br />SECTION @ ROOF EXTENSIONrm_�� <br />FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />B-gMONO <br />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: 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 />SIMPSON2"NAILHTT4 x 1 <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 />1/2" NAILS TO STUDS & (1) - <br />U S & (1) <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 ga. PANEL ) <br />(1) #5 BARS CONT. OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />z #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON a � <br />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 6'-01, F F <br />EPDXY MIN. 6" EMBEDMENT & <br />U) <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) <br />3" MIN. EDGE DISTANCE <br />IL <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />EXPANSION STRIP <br />It- NON SHRINK GROUT. <br />p U <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° <br />o XD �--� D� <br />w a A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />: • P • _ I=I I T <br />u- a <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />-11- - - <br />o III IT�-�=III TAG <br />I -g <br />PRESS PANEL REINFORCING INTO PLACE. <br />MIN. LAP SPLICE W/ 6" MIN. <br />- - <br />7T�I I �� <br />D — <br />� <br />v #5x6' EMBEDDED INTO <br />z <br />7 EXISTING FOOTING <br />9 (2) #5x6 IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCINGPANE L <br />- <br />SMOOTH. DO NO FURROW. <br />- <br />- <br />° i <br />. D <br />�F <br />LO C <br />N FILLED ELL <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 D. p - I I- <br />° <br />SET BAR IN EPDXY <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />° <br />N Q <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />Cl) <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° ° <br />b <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ D (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 />�Jj 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 FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />= <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 />`6t <br />r' <br />. <br />y1r�ttttlllillff//e�f� <br />SE ��'•,�, <br />LU <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. 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 />F �g Co ��y <br />Q O N00 <br />80 O D C� N J LJL <br />01 M c" a LL <br />O <br />U) <br />LL N <br />N W LL <br />IT, 05 <br />N �u_ d Q <br />Z x <br />0 <br />@.o woo <br />m J ❑ <br />m� <br />a 0 1 f Q� <br />W E a rn R a b <br />a <br />Q <br />Z N M z V 0 J <br />unW <br />Z d ❑M0❑ <br />W <br />to <br />M <br />[O <br />o <br />z NE3 <br />z <br />J M <br />d. 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C <br />U <br />N <br />m0 <br />o <br />Z F <br />oz <br />Z <br />J <br />m <br />Q w <br />20 <br />0) <br />0w <br />p� <br />Zo <br />aZ <br />W <br />N <br />Q <br />o <br />w w <br />�- <br />w <br />< <br />MO <br />o <br />'ct <br />zl¢ <br />a <br />OU <br />J <br />E2 <br />>M <br />4i <br />rn <br />L. <br />1° <br />' <br />r <br />n <br />C o <br />co <br />_ <br />O N <br />L0 <br />'T oo <br />LO <br />s- <br />li o <br />r Co N <br />r- <br />cM <br />o <br />z <br />E 0ca <br />a <br />0 cc <br />0 ¢ o <br />C <br />JOB <br />NO: 20-0565 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />