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1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER1.4Eit <br />4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT <br />TO PRODUCT APPROVAL FOR CON <br />MAX <br />PROPER INSTALLATION <br />8„ <br />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 />lx4 <br />1 X 4 <br />#5 REBAR (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 />„ �� 1 1 <br />3/16 0 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2#5 <br />FURRING <br />REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELDTAPCON. <br />O.C., BOTTOM2 ROWS STAGGERED 4 <br />INTO <br />TAPCONS TAPCON @ 16" O.C. &2X8 <br />STAGGERED @ 16"BLOCK@ <br />(TYP,) <br />SPACING „ <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/ M.1X8 <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH _ �� <br />A <br />1 1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3�� <br />DETAIL <br />j D. 90° HOOK (TYP.) <br />STD. 90^ ` �I <br />@ TOP & BTTM CHORD, AND (8) <br />1 P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1x4 P.T. TO PRODUCT <br />Q <br />ME ALSEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL <br />EACH END W/ MIN.TO <br />APPROVAL FOR CONN. <br />PRODUCT <br />1x4 <br />LNC <br />AP SHEATHING TO <br />DOOR JAMB (REFER <br />2" EDGE DIST. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"I/, <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />1x4 <br />— J <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />" <br />FURRING+2„ <br />NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA 12" O.C. <br />°� <br />4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' - <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" <br />2x8 <br />` <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL <br />+5^ <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />` <br />BLOCK <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. <br />INFO SCALE: N.T.S. <br />SCALE. N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />am SECTION <br />A -A <br />UPLIFT CAPACITY _ <br />' <br />W/ 1l4" x 31/4" TAPCON (1 114"MIN. <br />16100 #FOR 2 STRAPS <br />FILL 1st4COURSES <br />' <br />EMBEDMENT INTO BILK.) 1/4" MAX <br />2'-0" <br />8„ <br />:' . SOLID W/GROUT <br />• <br />,r <br />1 PLY PRE-ENGINEERED TRUSS <br />. <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)114"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 />.• <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />~ <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 I RECORD FOR <br />FURTHER INSTRUCTIONS. . •. <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)1 Od NAILS <br />OVERHAN <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />:�... <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR-'T 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 />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 <br />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 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 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 REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />(2) 10d NAILS @ 8" O.C. <br />K�_j <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />x �� Ry TO TRUSS TOP CHORD <br />qN <br />ARCH DETAIL <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />�FNGr <br />11 <br />j 1-Orr 51-0 <br />SCALE: N.T.S. <br />SS <br />12 <br />+ y PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY <br />+ + <br />TRUSS COMPANY OR PLAN <br />+ + <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ BLOCKING AS <br />+ <br />qw- <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 />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE <br />TO SUPPORT <br />#5 BAR <br />/4" MAX <br />81, <br />2'41 <br />TRUSS + SOFFIT <br />p p , p ° <br />10 <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS <br />�N10 <br />+ <br />� ° CENTERED W/ g <br />9 I o _ <br />IN TOP <br />1 X 4 FURRING <br />BLKG. &BUCK <br />H2.5q <br />2X6 TO 2X4 8d NAILS( ) <br />EACH TRUSS X4SYP°° <br />o <br />° KNOCKOUT / c:4 <br />o <br />1 CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />CONNECTOR '�� <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE 2 MIN. <br />O <br />PROVIDE 2x <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 />12d NAILS <br />SEE LINTEL <br />- - ° <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24° <br />BUCK - (1) WITHIN 4" <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 D ° ° D <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SOFFIT <br />D Z <br />TO BE INSTALLED TO <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD o <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />P 9Y HOOK F4 <br />#5 BAR IN , <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 />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />- <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----"THRU <br />OSB INTO 2 x 8 <br />O.C. <br />"- ,. "- ,. "- ,. "- ,. ilk <br />ANCHOR INTO ARCH BLKG.,• <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />B-B <br />SECTION @ ENTRY rL_""� <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" =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 />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 />"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 />#5 BARS <br />5/8 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 />T IN. 3"CONTOCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" a <br />XIE <br />z <br />zo <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER g'_0'� <br />� <br />EPDXY MIN. 6"EMBEDMENT & <br />0 <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 />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />0 <br />o A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o o o <br />v a. <br />REINFORCING AS FOLLOWS: <br />" a j <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />— — r <br />p <br />a <br />J #5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />EXISTING FOOTING <br />a � (2) #5x6 IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />cCl)N FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° ° <br />DRILL 3/4"6" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o. > 1 <br />SET BAR IN EPDXY ; <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6"MIN. LAP <br />e ° <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />M ° <br />\ <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />_ \ <br />r <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />00 <br />��� <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 <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. COVER EA. WAY <br />SECTION <br />A <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 FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />�l <br />C ?� <br />i <br />` •� (:j V <br />•• <br />✓� E \ iS <br />aJ <br />O <br />F <br />OI l 1 <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 Code - <br />Residential 6th Edition. 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