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CM <br />rY <br />_ <br />0 <br />0 <br />LO <br />I <br />m <br />_ <br />0 <br />LO <br />rn <br />_ <br />v <br />v <br />C <br />Q <br />O <br />i <br />CC. <br />C <br />v <br />E <br />0 <br />2 <br />C <br />J <br />LZ <br />0 <br />Z <br />c <br />0 <br />a <br />a <br />i <br />a <br />0 <br />v <br />0 <br />J <br />N <br />Li- <br />rn <br />N <br />M <br />Jj <br />S <br />rn <br />N <br />0 <br />W <br />m <br />0 <br />1x4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1x4 ( <br />1x4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />, <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />APPROVAL FOR CONN. <br />PROPER INSTALLATION MAX. <br />8" <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 1x4 1 X 4 <br />` #5 REBAR <br />(TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X <br />:x4 P.TAND <br />3-1/4" LONG X 3/16"� FURR NG <br />3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" <br />TAPCONS <br />FURRING <br />#5 REBAR <br />' <br />NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCON 16" O.C. & 4" <br />STAGGERED @ 16" <br />2X8 <br />L1X8 <br />(TYP,) <br />` <br />' <br />BLOCK@ SPACING „ <br />PER MANUFACTURE 1 DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />TD. 90° HOOK <br />2x BAND JOIST W/ FACE NAIL 10d <br />MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS <br />3 <br />�� <br />DETAIL <br />STD. 90^ <br />(TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILLSOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />1x4 P.T. DOOR JAMB (REFERI/, <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />TO PRODUCT <br />DOOR JAMB (REFER <br />APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />E71Z <br />7/ r7EJ/L !L ?1� DI <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/MIN <br />TO PRODUCT <br />TO PRODUCT EDGE DIST. <br />APPROVAL FOR CONN. 2x8 P.T, wf 2 ROWS 3/16" <br />() <br />�� <br />JOIST TYPICAL <br />APPROVAL FOR CO�42" <br />XIVILELI TAPCON @ 16" <br />(2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACHFURRINTAPCON <br />1x444 <br />@ 16" O.C. & END w/ MIN. 2" EDGE DIST.NOTC <br />4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' +2 <br />FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />♦ <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN <br />2x DETAIL <br />2 1/4" DETAIL STAGGERED @ 12" O,C. 3-1/4" DETAIL <br />[L=±5- <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />INTO K.O. BLOCK <br />IL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />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. INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />w. SECTION <br />A <br />-A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1 /4" MIN. <br />=1610 #FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />.' .R SOLID W/GROUT <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 2 0 <br />8 <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />:. <br />' • '� <br />SIMPSON HM9KTw/ (4) 1/4"xl 1/2" SDST. <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"x2 1/4" 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 />r <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 />- <br />CONTACT ENGINEER OF RECORD FOR <br />! ' '•,d' ` '% ' '.: <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. <br />t� <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH Wf (3) 1Od NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN `"• <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />\\_2 <br />" . <br />N.T.S. <br />.j •t. • <br />4 SOLID BLKG. WIDTH OF WALL) ) BTWNOSB <br />INSTALL WDW. SCREW ANCHOR x . . <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />•• ••• <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <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 ARCH <br />IF TRUSSES USED W/ 3 #6 X 4Yi" WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3l4" - 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 />J <br />4 MAX. RAD. <br />USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ <br />k OV�RygN TO TRUSS TOP CHORD <br />MIN. 4' EMBEDMENT AT 16' O.C. <br />IFNGry <br />1—O�r 5�—Ors <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 />OlLfINISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-g <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />D <br />„ EMBEDMENT INTO ) <br />1/4 MAX <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />° <br />° #5 BAR <br />2,-0" 8° <br />TRUSS + SOFFIT <br />+ <br />D . D • D <br />1'0" a P ° <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />+ <br />D D ° CENTERED W/ <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP r e <br />D ° °D H IN TOP o <br />8d NAILS <br />EACH TRUSS <br />D KNOCKOUT / N <br />1E. <br />Sd NAILS @ 8" O.C. AT BUCK <br />a CHAIR BLOCK <br />PROVIDE 2 x 8 DIAG. BRACE BTWN, <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 s� s <br />— p <br />MONO FOOTING _ .D p ° <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />JACK TRUSS PROVIDED BY <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN ° <br />AND SECTION DETAILS -i <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />SCHED. <br />-I o ° <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 D ° <br />DIRT D Z <br />TO BE INSTALLED <br />4'-0" MAX SEE PLAN <br />BUILT UP PLWD. BUCK- <br />PRECAST LINTEL <br />° b <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />rS(TANDARD <br />#5 BAR IN ° HOOK iv <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />4' MAX. RAID. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16"�- <br />0 4 P O V D <br />THRU OSB INTO 2 x 8 <br />O.C. <br />�. �. n- p° r- �• � C° fi- �. <br />sk <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />B—g ARCH DETAIL rK <br />SECTION @ ENTRY— K*'L <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />SCALE: 3/4"= V-0" SS <br />SCALE: 3/4" = V-0" SS <br />MONO TO STEMWALL FOOTING 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 />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <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 />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <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 />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. <br />OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />� <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON <br />z <br />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 6'-0" F.F. <br />EPDXY MIN. 6" EMBEDMENT & ` <br />Q <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 />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />EXPANSION STRIP <br />o v <br />NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° <br />o c D <br />w a <br />A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />_ <br />— — ' �r - <br />o <br />a <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED D NOT FURROW. <br />JOINT. 0 0— <br />° i�fl — — 1- <br />#5x6 EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />— —T- <br />U z <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />DO NO FURROW. <br />_ 6 MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />D D — <br />1T�i I I k <br />_ <br />D ° I " r <br />— <br />� � <br />LO <br />¢ LOSMOOTH. <br />EXISTING FOOTING 2 #5x6 IN CONC. <br />FILLED CELL <br />1 <br />` � <br />RIB <br />DRILL 3/4"x5"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />:.. D T- <br />GRADE D. TTT <br />. <br />I EPDXY <br />S AR N <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6"MIN. LAP <br />p _ ° <br />\ \ <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />M D <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />z <br />` <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 D <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <br />` <br />SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ <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 />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 = V-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 <br />0 <br />0 <br />z o <br />J t+l <br />d N <br />o <br />111 <br />0 w <br />� o <br />� <br />U M <br />u, <br />r— o s <br />s <br />0 <br />U o <br />c � <br />¢ to Y <br />tm, <br />m <br />14 <br />N N <br />Uz NN gti�' o w Z <br />Z <br />as <br />LU°zLLJ <br />�.� .., <br />Z�_� _j �O Q!-�E_jj� <br />_ . _, <br />v IL`� <br />d <br />� <br />To the best of the Engineers 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 />Engineer's signature and seal. <br />o <br />JZ <br />W <br />CID <br />j <br />Z¢ <br />Q E <br />E <br />z <br />> m <br />Zo <br />Z® <br />as <br />w0 <br />H <br />0. <br />� <br />o¢ <br />DU <br />a, <br />O E <br />C�V t <br />o <br />¢o <br />Q <br />az <br />W <br />L <br />c <br />c <br />O <br />z <br />¢ <br />U <br />No <br />g <br />mo <br />oLL <br />Z <br />>z <br />J <br />9� <br />�w <br />�m <br />ZZ <br />U� <br />�� <br />go <br />a <br />�w <br />U <br />�a <br />az <br />=3 <br />CD<Y <br />w <br />70 <br />ao <br />co <br />o� Z. <br />s r <br />^L' <br />W <br />co <br />-j <br />O <br />Q <br />o 0 <br />N <br />I— <br />r <br />LO <br />rn <br />r <br />i <br />LI)2 <br />z 1-- <br />o <br />M N <br />LO <br />r <br />r <br />T <br />N <br />CV <br />o <br />Z <br />Z <br />E O <br />E; <br />d <br />U Q p <br />J <br />JOB <br />NO: 19-5901 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />