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1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( <br />, UNACCEPTABLE INSTALLTION ♦ <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. TO PRODUCT —J— TO PRODUCT <br />CONN. <br />PROPER INSTALLATION MAX, $ DO NOT DO THIS <br />z"x BOT. PLATE W/ (2)10d @ 6" o.c. <br />APPROVAL FOR <br />APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 <br />` (TYP,) ' <br />#5 REBARAND <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1x4 P.T. 3/16"0 X 3" LONG FURRING FURRING <br />ROWS 3/16" x <br />3-1/4" LONG X 3/16" 0 FURRING TAPCONS n <br />#5 REBAR <br />(TYP) <br />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 />T O.C.& <br />TAPCON. INTO STAGGERED @ 16" TAPCON @ 16 .C. & 4 2X8 <br />ElX8 <br />' <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. <br />1 DETAIL 2" EDGE DIST. ATTACH <br />2x BAND JOIST W/ FACE NAIL 1Od <br />PER MANUFACTURE MASONRY THROUGH „ 1 x8 w/ 2 ROWS 8d NALS 1� <br />1-1 /2 DETAIL () 3 DETAIL <br />D. 90° HOOK (TYP.) <br />STD. 90^ <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. <br />FILL SOLID <br />BOTH CELLS HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL <br />APPROVAL FOR CONK. 1x4 <br />EACH END W/ MIN TO PRODUCT <br />LAP SHEATHING TO <br />DOOR JAMB (REFER <br />DGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />BOTTOM OF BAND <br />D <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16" 1x4 <br />JOIST TYPICAL <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING <br />APPROVAL FOR CO)k2pn <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 />NOTC FIRST COURSE <br />' +2n <br />iL <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4)1/4x1 1/2"SDS SCREWS <br />.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8�_ <br />` <br />INTO BAND JOIST & (4)1/4'W 3/4" <br />TITEN INTO <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL <br />NOTCH WEB AT <br />±5" FIRST 2 COURSES E ` <br />K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC <br />FILLED CELL PER <br />FOUNDATION <br />PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRA <br />SCALE: N.T.S. SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />A -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 I t 4 COURT ES <br />EMBEDMENT INTO BLK.) 1/4 MAX <br />" 2'-0" 8" <br />SOLID <br />r <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING — SOLID BLKG. AT TOP BTWN. 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 />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 LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE! BLKG. INSIDE TO ALLOW FOR INSULATION <br />°. <br />7/16" OSB 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 2 x 8 45 DI7GONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ' ' � ' ;« ' '' �• <br />.'!' <br />SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS <br />... <br />OVERRAN ` <br />BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />.•.; . <br />.. 4 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />• <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHO ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />° <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 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)1Od NAILS @ 8" O.C. <br />ARCH DETAIL J 4 MAX. RAD. <br />UE SIMPSON 1/2 HD TITEN (CENTERED) w/ <br />k0 <br />VFRygH TO TRUSS TOP CHORD <br />MIN. 41) EMBEDMENT AT 16" 0 C <br />+ Gl <br />rr r <br />1-O 5 -Orr <br />SCALE: N.T.S. SS <br />12 <br />+ N PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE � <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />+ + BLOCKING AS <br />° <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>• p p <br />EMBEDMENT INTO <br />/4" MAX ) " n <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />• <br />•' ' ::•' •' D ► • 4: BAR <br />i p <br />2.0 g <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON i <br />+ + <br />e <br />[:::#5 <br />p �On ' .. e • . •. . CENTERED W/ <br />•► IN TOP <br />BLKG. & BUCK <br />2X6 TO 2X4 H (10) <br />2X4 SYP• <br />p • - ' ' ' , o <br />1 X 4 FURRING <br />NAILS <br />EACH TRUSS <br />_ KNOCKOUT/ c14 <br />p :� <br />' <br />CHAIR BLOCK <br />—� <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) • <br />CONNECTOR ' <br />_ <br />— p <br />MONO FOOTING ' "• <br />PROVIDE 2 x 8 DIAG. BRACE B <br />, <br />SIZE AND REINF. PER PLAN I — <br />TAPCON AT EA. SIDE <br />VERT. BRACES WHEN HGT. OF BUCK - (1) WITHIN 4 " <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24 <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />-I • <br />CLEAN FILL .► °. > <br />2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION ARCH <br />() <br />#2 SYP @ 24" O.C. <br />tENTER SO IT <br />DIRT a z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK- <br />10 4'-0" MAX P <br />PRECAST LINTEL <br />° STANDARD <br />°•'. q <br />90 HOOK iv <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ° <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4'/V WOOD <br />FOR OVER HANG <br />FILLED CELL - ��. <br />��� <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 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 EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 <br />O.C. <br />ANCHOR INTO ARCH BLKG. <br />A <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />B-B <br />SECTION @ENTRY rL <br />SECTION @ROOF EXTENSION <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />n— � n <br />SCALE: 3/4 -1-0 SS <br />n , a <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 EXPANSION STRIP <br />FLOOR PLAN FOR <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 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 ANCHOR <br />SIMPSON H174 w/ (18)1Od 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. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />#5 BARS <br />ALL THREAD ROD <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />PER ANCHOR <br />E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) <br />OCCURS <br />T IN. 3"CONT <br />TOP WITH MIN. 3" <br />XIE <br />EPDXIED w/ SIMPSON "SET' <br />EPDXIED <br />0 <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER g�_0" <br />EPDXY MIN. 6" EMBEDMENT & <br />N <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />3" MIN. EDGE DISTANCE <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS. RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />U_ w 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 />, ;' p <br />v a A <br />REINFORCING AS FOLLOWS: <br />a <br />• PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT <br />p o <br />g <br />g <br />• PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />� p p <br />U z #5x6' EMBEDDED INTO <br />� � EXISTING FOOTING (2) #5x6 tN CONC. <br />• � <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />— <br />a <br />U) rn FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° p .° <br />. \ <br />N ��x5�� <br />DRILL 3/4 MIN. HOLE <br />_ <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT <br />— <br />GRADE p. p <br />� <br />SET BAR IN EPDXY .., <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP <br />.. .p °� <br />` . <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />NOTE: <br />N p <br />Cl)_ <br />REMAIN FREE OF MORTAR. <br />z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r g • p <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° ° <br />10 <br />4" SAW CUT <br />SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ p (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.or 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 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 />tii va <br />0\ <br />ti6 0 <br />y <`g <br />�G �O <br />J <br />ti <br />F 0 <br />A/? O F E S S\ O'` <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 />Residentiai 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />aO <br />o <br />ci <br />O <br />Y �C 00LL <br />3 u7 J _j W <br />M <br />Q <br />04 LL G. <br />yMM u- W N <br />LL <br />lL a <br />(p r'L a <br />J�V 0z�o <br />Z <br />W <br />m O <br />02 mi¢ <br />Z <br />LLIL <br />-, N Z lY O y <br />N ch Q U j <br />W�U <br />❑❑❑ <br />Z N <br />Z <br />z <br />N <br />� <br />- N <br />z .' <br />U s <br />(13 <br />W <br />� <br />0 <br />S <br />V) <br />�N <br />c <br />= ~ <br />' <br />U g <br />W <br />v <br />• <br />o <br />M <br />J <br />q <br />w <br />Z <br />J <br />W <br />0 <br />o <br />f <br />Q <br />ctr E <br />a 0 <br />W � <br />�° <br />= <br />z0 <br />oW <br />Z <br />H r0� <br />o EZ <br />N <br />o� <br />�0 <br />o� <br />oa <br />0z <br />a� <br />,•�,. 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