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0 <br />4 <br />N <br />O <br />J <br />00 <br />0 <br />00 <br />0 <br />7 <br />E <br />0 <br />E <br />U <br />ti <br />1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />ABLE INSTALLTION <br />UNACCEPT40 <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT .T. TO PRODUCT <br />Mom(8„ <br />PROPER INSTALLATION DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />(11x47 <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 1 X 4 <br />1 x4 <br />#5 REBAR <br />� (� P) , <br />3/4"PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1 x4 P.T. 3/16" 0 X 3" LONG f URRING FURRING <br />3-1/4" LONG X 3/16"0 FURRING 2 ROWS 3/16 x 3-1/2 <br />#5 REBAR <br />AND NAILED W! 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCONS TAPCON 16" O,C. & 4" 2X8 <br />TAPCON. INTO STAGGERED @ 16" <br />(TYP,) ` ' <br />1x$ P.T. FROM EACH END wl MIN. 1X8 <br />BLOCK@ SPACING n O.C. 2-ROWS INTO <br />1 DETAIL 2 EDGE DIST. ATTACH <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH 1� 1x8 w/ 2 ROWS 8d NALS �� <br />1-1/2 DETAIL () 3 DETAIL <br />`STD. 90° HOOK (TYP.) <br />STD. 90^ ` I <br />FILL SOLID <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />BOTH CELLS HOOK (TYP.) <br />FACE NAILS 10d @TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER <br />METAL SEAT PLATE <br />TAPCON @ 16" TO PRODUCT <br />O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT <br />2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />' <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />.. <br />TO PRODUCT <br />x 3-112" TAPCON @ 16" <br />1x4 <br />APPROVAL FOR CONN, (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING <br />F-. <br />+ NOTC @ FIRST COURSE <br />SIMPSON HGAM10KTA 12" O.C. <br />@ <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />, -2 <br />w/ (4)1/4xl 112" SIDS SCREWS <br />2x P.T. AS REQ'D MIN. 2"EDGE DIST. (2) ROWS 10dx3" <br />' ` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />NOTCH WEB AT THE ' ` <br />+5„ FIRST 2 COURSES <br />BUILDOUT_u: <br />OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELLPER <br />UILE:N.T.s. <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SS <br />SEE TYP, 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.11 <br />SCALE: N,T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A <br />_ 16110 # FOR 2 STRAPS <br />ES <br />EMBEDMENT INTO BILK.) 1/4" MAX <br />�. SOLID W/GROUT <br />2'-0" 8" <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 />7/16" OSB TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA 2 x 8 45 DAAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR . <br />OR <br />FURTHER INsrRucrlorvs. <br />SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS <br />OVERHAN <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />• " <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR 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 />2X4 #2 SYP SCAB TO SIDE OF <br />/ <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 1 112" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />IF TRUSSES USED W/ 3 #6 X 4YV WOOD <br />) O <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 />4 MAX. RAD. <br />ARCH DETAIL J <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />x �� Ry TO TRUSS TOP CHORD <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />FN <br />GTy <br />11-0" 6-0" <br />SCALE: N.T.S. SS <br />12 <br />+ PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE i <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ <br />QR <br />OdL�WISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />/ <br />BLOCKING AS <br />+ <br />° <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> t, <br />„ EMBEDMENT INTO K.) <br />/4 MAX 2 8 t <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS { SOFFIT <br />. ° • o. #5 BAR <br />b . p. , : . , <br />BLOCK HEADER <br />-0 <br />SOLID BLKG. AT TOP BTWN. ARCH <br />O SIMPSON <br />5 12d NAILS <br />+ <br />+ <br />D <br />p 10 ° ° . ° CENTERED W/ <br />9 H a <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . ®° <br />o ° °� IN TOP o <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />p $ •' KNOCKOUT / N <br />e ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 8 D1AG. BRACE B <br />2 x 8 VERT. Wi (2) 10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />• <br />PROVIDE 2x <br />CONT. W/ <br />CONNECTOR °, ° <br />® <br />( <br />— p <br />MONO FOOTING ' A ,e. • ., o °. <br />PROVIDE x <br />_ <br />(3) � <br />SIZE AND REINF. PER PLAN — <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I -4 <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 .> A. ° <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />tENTER SO IT <br />DIRT Z <br />TO BE INSTALLED <br />000, <br />BUILT UP PLWD. BUCK- <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />TANDARD <br />. .°. ° STANDARD' <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL - <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN " 90 HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL - - - '-° <br />°' • °' <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 EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />►; <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />•, °• • v . o <br />° s s <br />ANCHOR INTO ARCH BLKG, <br />rK <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B"g� <br />ARCH DETAIL <br />SECTION ENTRY L <br />SECTION ROOF EXTENSION <br />@ M <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" = V-0" SS <br />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 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. 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 9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET' <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS, (THE SAME SPACING REINFORCING <br />COVER g'�° <br />EPDXY MIN. 6" EMBEDMENT & <br />0 <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- LU <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°• <br />p c) <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />�--- �-� <br />, o' o <br />v n <br />A <br />REINFORCING AS FOLLOWS: <br />* SEALANT <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />. <br />; � o . � 1=III=1 I I— I�11-1T_I� T <br />° �-_-�, <br />¢ a <br />g <br />1 <br />g • �� <br />U_ <br />#5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />—� I=I I �T <br />0 z <br />6" MIN. LAP SPLICE W/ <br />° III—III—T- <br />g <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />°r <br />, ° . —I 11- <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />I- <br />GRADE a. u I—T� <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP <br />p <br />° <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />REMAIN FREE OF MORTAR. NOTE: <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 o u <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° ° <br />a <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. 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 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 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 />°�0 £✓ lid <br />,�b <br />4 <br />' <br />,. <br />a <br />J <br />0 F <br />E S <br />ltPtIIIR9�i <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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