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IV <br />S <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />MAX <br />8„ , UNACCEPTABLE INSTALLTION <br />� <br />DOOR JAMB (REFER <br />TO PRODUCT P T <br />TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />PROPER INSTALLATION DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 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. 3/16"� X 3" LONG FURRING <br />3-1/4" LONG X 3/16"� FURRING (2) ROWS 3/i6" x 3-1/2" <br />TAPCONS <br />FURRING <br />#5 REBAR <br />�P') <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCON @ 16" O.C. 8 4" <br />STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. <br />2X8 <br />LlX8 <br />` <br />BLOCK@ SPACING „ <br />1 DETAIL <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRY THROUGH �� <br />l x8 W/ 2 ROWS 8d NALS <br />1-1 /2 DETAIL () 3 <br />�� <br />DETAIL <br />STD. 90 ^ <br />D. 90° HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. <br />FILL SOLID <br />BOTH CELLS <br />t <br />HOOK (TYP.) *416 <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1x4 P.T. TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />7/ <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN. <br />2" EDGE DIST. <br />TO PRODUCT <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"Lila <br />' <br />LAP SHEATHING TO <br />M F BAND <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16" <br />1x4 <br />JOIST TYPICAL <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16 x 3-1 /2 O.C. & 4 FROM EACH <br />FURRINGSIMPSON <br />J <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' ±2" <br />NOTC @ FIRST COURSE <br />HGAMIOKTA 12" O.C. <br />@ <br />w/ (4)1l4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />NOTCH WEB THE <br />` <br />INTO BAND JOIST & (4)1/4V 3/4" <br />2x DETAIL <br />STAGGERED @ 12" O.C. 31 /411 DETAIL <br />21 /4" DETAIL - <br />±5^ <br />AT <br />FIRST 2 COURSES ' <br />` <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />_E <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 />SECTION <br />A -A <br />UPLIFT CAPACITY = 805 #FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON ( 11/4 " MIN. <br />=1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BILK) 1/4" MAX <br />2'-0" <br />8" <br />SOLID wiGRouT <br />1 PLY PRE-ENGINEERED TRUSS <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 />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 />;. <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 1/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY CELL IN THIS AREA <br />CONTACT ENGINEER of RECORD FOR <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3) Od NAILS <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />' <br />CONNECT WI 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />. <br />INSTALL WDW. SCREW ANCHO\_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 />a' <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 110 <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <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 />4' MAX. RAD. <br />i <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />XOV <br />FRygN TO TRUSS TOP CHORD <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />[FNGTy <br />1 n-On 5r-On <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 />H FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />ALL <br />+ REQUIRED <br />> ► ' ► <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE <br />TO SUPPORT <br />►:, ' <br />/4" MAX <br />2-0 8 <br />" " <br />TRUSS + SOFFIT <br />+ <br />: #5 BAR <br />► • ► ► D <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p oil ° . ' • CENTERED W/ <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP .. <br />► ° '► IN TOP 4 <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />9FEx==P► .' ' KNOCKOUT / N <br />—� CHAIR BLOCK <br />FT-8d <br />NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />PROVIDE 2x <br />CONNECTOR A <br />— — k <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />CONT. W/ (3) <br />MONO FOOTING _ <br />SIZE AND REINF. PER PLAN — •' • °, ' ► °. <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />LEAVE A CUT OUT IN O.S.B. ON <br />MIN. OF START OF <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2x4 <br />SCHED. <br />° <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL :► °. ► <br />DIRT • � 2 <br />TO BE INSTALLED <br />JAs. <br />4'-Om MAX E LAN <br />PRECAST LINTEL <br />STANDARD ` <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ° 90� HOOK N <br />r <br />TO FIT ARCH CONNECT W/ <br />START OF RC <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL � �• , , � <br />' '. <br />8d NAILS 2 x 4 SOLID BLKG. FULL WIDTH OF WALLS <br />( ) <br />� <br />4 MAX. RAD. <br />@ 61 Rs <br />(MAX. <br />MAX. 4'-0" <br />- . � . � - . <br />• . • . , �• . .. <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />WALL USE 2 /O X 31/2" TOAPCO SSAT <br />( ) <br />', <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 <br />O.C. <br />r0 � r.L" •V.L. � �r. •r.• <br />sk <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />B-B <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" =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 />MASONRY WALL. SEE PLAN FOR <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />REINFORCING. PROVIDE LOWER <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W.W.M. AT PERIMETER <br />SIMPSON HTT4 w/ 18 10d x 1 <br />( ) <br />MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" <br />( ) <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 & O - <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 />PER ANCHOR <br />9 ga. PANEL ) <br />TOP WITH MIN. 3" OCCURS <br />EPDXIED SIMPSON"SET" a <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6'-0" <br />N. <br />EPDXY MIN. 6"EMBEDMENT & <br />EMBED <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 />2 FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE ) EXPANSION STRIP <br />Uj NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER R IS NECESSARY TO USE MORE <br />° <br />p <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />. <br />► <br />-J A <br />a <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />a 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />:...': = ;'" r: <br />p► s <br />g #5x6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />- <br />6" MIN. LAP SPLICE W/ <br />> ► <br />U Z <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />N N FILLED CELL <br />SMOOTH. DO NO FURROW. <br />- _ <br />° ►:° <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />- <br />GRADE ►. p ► <br />SET BAR IN EPDXY .. <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />A' <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />M ° v <br />\ <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r 2E <br />\ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />� ► . .. <br />° <br />�.a <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />' ° <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />► <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 BETWEENAq <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 />MANUFACTUIRER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />RETROFIT FILLED CELL DETAIL <br />K) A MAXIMUMOF 60 SQUARE FEET OF GLASS BLOCK MAYBE 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 />WN <br />'� • V N <br />r U <br />o�0��,•' <br />Z <br />%� •. <br />r FL <br />i,"//,pO �1 SS%p� \x1\ <br />To the best of the Engineers knowledge, information and belief, <br />the shucturel plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 8th Edition. Engineers signature and seal is only for <br />the Oucturel engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />ik iR <br />t` LL <br />O <br />Lo <br />N N ii <br />410b, W W <br />-9 C" A fi <br />a <br />J a <br />aLu <br />�CtL as Y <br />Z <br />0 <br />yy�y vz 00 <br />� <br />W <br />�E^ro mo � <br />Z <br />IL <br />N ci <br />m z Q OF J <br />W <br />v ❑IL <br />❑❑❑ <br />CD <br />z <br />z <br />z <br />g <br />N <br />z <br />. <br />•U <br />o <br />0 <br />W <br />�N <br />U <br />Q , <br />—o <br />O <br />CC) <br />M <br />.1 <br />W <br />z <br />E E <br />o'z <br />m <br />ogo <br />Q <br />t� <br />O E <br />a p <br />� o <br />¢ i <br />O�zf <br />ro <br />p <br />J <br />o <br />W <br />go <br />O <br />NLL <br />a <br />>i <br />d <br />in <br />.= <br />O <br />M <br />o <br />C EU <br />CO <br />� <br />LO <br />= O <br />OT <br />M N <br />T <br />E <br />z <br />�' M <br />z <br />E O <br />su w <br />d <br />0 J <br />Q t] <br />J <br />JOB <br />NO: <br />20-0563 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />