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c <br />:s <br />I•M <br />0 <br />M <br />M <br />LID <br />I <br />a <br />m <br />L <br />'x <br />UD <br />rh <br />LID <br />J <br />LO <br />I <br />rn <br />c <br />a� <br />iJ <br />a <br />0 <br />Ca. <br />E <br />F2 <br />CD <br />L <br />v <br />C <br />J <br />y <br />41 <br />t <br />an <br />Z <br />E <br />U <br />0 <br />a <br />O <br />v <br />0 <br />LZ <br />N <br />c <br />O <br />a <br />N <br />0 <br />m <br />0 <br />1x4 1!2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER <br />1x4 1/2" DRYWALL <br />� UNACCEPTABLE INSTALLTION <br />� <br />DOORJAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT — TO PRODUCT <br />Mom( 8„ <br />PROPER INSTALLATION DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />#5 REBAR TYP, <br />( ) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />BOTTOM PATE W/ 8d 4" <br />ix4 P.T. <br />3-1/4" LONG X 3/16"� FURRING <br />3/16" 0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" <br />FURRING <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O. D <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 />BLOCK@ SPACING <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 />W/ NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NAILS �� <br />3 DETAIL <br />`STD. <br />STD. 90' ` /'� <br />90° HOOK (TYP.) <br />2x BAND JOIST FACE <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 1Od @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1 x4 P.T. TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL <br />L <br />NOTE: <br />EACH END W/ MIN. <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 <br />11L Ella <br />AP SHEATHING TO <br />DOOR JAMB (REFER*2'P'EDGE <br />TO PRODUCT DIST. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />' <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />APPROVAL FOR CO2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" 1x4 <br />O O.C. & 4" FROM EACH <br />— -� <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />FURRING <br />NOTC EB @ FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' +2„ <br />- <br />` <br />w/ (4) 1/4x1 1/2" SIDS SCREWS <br />..AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />` <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" <br />DETAIL <br />+5^ <br />NOTCH 2 CO AT THE '' <br />FIRST 2 COURSES <br />` <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />LED 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 />SEE TYP. 2-STORY WALL SECTION FOR ADDL. 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 31/4" TAPCON (1 1/4"MIN. <br />A <br />-A <br />_ <br />- 1610 # FOR 2 STRAPS <br />:• ' ; FILL 1st 4 COURSES <br />EMBEDMENT INTO BILK.) 1/4" MAX <br />SOLID W/GROUT <br />•" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />8„ <br />1 PLY PRE-ENGINEERED TRUSS <br />• ' <br />BLOCK HEADER ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />.� <br />SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS <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 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 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 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />FACE OF ARCH W! (3) 10d NAILS <br />AT EA. E N D <br />RETROFIT TRUSS DETAIL <br />OVERHAN-.4 <br />•' r <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />•• <br />N.T.S. <br />•. • <br />x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR�Tl\_2( ) <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 1/2" <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%2' 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 />xOV (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 />4 FRygN TO TRUSS TOP CHORD <br />MIN. 4" EMBEDMENT AT 16' O.C. <br />+ GFNGTy <br />1 �_��� 5r—Ors <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY — <br />SEE <br />+ + <br />TRUSS COMPANY OR PLAN� <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ <br />INISHFLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ BLOCKING AS <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> <br />„ <br />/4 MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />#5 BAR <br />2,_0„ 8„ <br />TRUSS + SOFFIT <br />+ + <br />o p A. .' o <br />10" <br />[:::CENTERED W! <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) 12d NAILS SIMPSON <br />+ <br />D I o ° _ <br />°� 9 H IN TOP <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 ° o <br />o KNOCKOUT / N <br />� I CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BTWN,.-,PROVIDE <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />(2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />CONNECTOR • <br />p <br />MONO FOOTING _� ' •D a ° <br />VERT. BRACES WHEN HGT. OFTAPCON <br />AT EA. SIDE <br />(3) <br />12d NAILS <br />SIZE AND REINF. PER PLAN ° <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />SEE LINTEL <br />AND SECTION DETAILS <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />- <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL t, ° ° <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 D Z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD o <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />90° HOOK N <br />#5 BAR IN D <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" 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 />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 EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />SECTION @ ENTRY 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" = 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 />SIMPSON HTT4 w/ (18)10d x 1 <br />2 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± ") <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />"SQUEEZED" <br />W.W.M. AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <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 />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w! SIMPSON "SET" a <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6'_0" <br />EPDXY MIN. 6" EMBEDMENT & ` <br />Cn <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F F <br />3" MIN. EDGE DISTANCE <br />Q FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />� � <br />�- '-'-' NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />0 U <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; o <br />LU a A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />I —I III=I I I—� I-1 I F <br />a <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.°• <br />° I=I I L=III= III=III- <br />~ <br />* PRESS PANEL REINFORCING INTO PLACE. <br />I�—ri,_,,. <br />Ell I I--_ I I I —I - <br />III=III=I (- <br />c� z #5x6' EMBEDDED INTO <br />* <br />6" MIN. LAP SPLICE W/ <br />P ° <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />I� <br />c¢n 10FILLED CELL <br />SMOOTH. DO NO FURROW.�II�I <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT <br />I I <br />I I <br />1- <br />`. <br />N DRILL 3/4"x5" MIN. HOLE <br />- <br />GRADE u. JI i rI_II <br />`. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 MIN. LAP <br />> ° <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />`V <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />"' z <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 o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° ° <br />\_a <br />1 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 <br />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 FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. <br />SCALE: 3/4" =1'-0" <br />SCALE: 3/4" = V-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 />i� <br />t <br />M <br />"o <br />z <br />O QQN <br />a M <br />� N <br />M <br />v) z ° <br />O <br />— _ <br />Cn 0 <br />,, o <br />o Q <br />LU <br />N C E <br />y <br />O <br />{— <br />v <br />w E <br />O 8 <br />z_ <br />U o <br />m <br />`C 0 <br />m <br />� � N <br />I� <br />0 0 MR O O <br />�z o <br />z WLU <br />cn a U w w <br />m =w z a <br />W VQQ�A 3 <br />0 <br />LLz a rn <br />LU <br />•peg°° ° •`d—� J� <br />Cr <br />U <br />le' <br />qt <br />91 <br />f� 0FESSjO <br />r ��•tr t�l k¢�u it °! <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 />o <br />C <br />W <br />Cl)Z <br />M <br />p5 <br />Z <br />z <br />Q <br />J <br />LL <br />;z ECa <br />zo <br />Z <br />s Z <br />oa <br />ww <br />- <br />K O0 <br />Q <br />a <br />O <br />0 <br />�a <br />E <br />N h <br />i <br />¢o <br />G <br />az <br />Z. <br />L <br />= <br />C: <br />_ <br />o <br />Y <br />U <br />' <br />m <br />o <br />O <br />Z F <br />z <br />q <br />J <br />m <br />Ug <br />< w <br />2z <br />�U <br />Q <br />a 3 <br />it <br />�Z <br />F <br />U <br />¢O <br />CO <br />w < <br />>� <br />a x <br />v <br />0. <br />°3 <br />0 O <br />W <br />,! <br />CO <br />.—. <br />> <br />TT <br />O <br />Q <br />C iso <br />N <br />• <br />J <br />o <br />LO <br />r <br />2 r- N <br />�- <br />ui <br />E <br />.T M M CV <br />�� <br />oz <br />z <br />r v; j <br />E <br />m <br />a <br />E a <br />U ¢ CIO <br />C <br />c <br />JOB <br />NO: 19-5335 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />