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1X4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1 X 4 JAMB(RE <br />1 X 47 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOORJAMB (REFER <br />TO SHT, SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. 1 <br />FOR CONN. DETAILS <br />MAX 8„ <br />PROPER INSTALLATION DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" o.c. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />` #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />ti( BOTTOM PLATE W/ 8d 4" <br />' 1 X 4 <br />3-1/4 LONG X 3/16 0 FURRING <br />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />FURRING <br />(NP jBAR ` <br />' <br />*: <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12' O.C. FIELD <br />/ <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />BLOCK@ SPACING „ <br />DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH � _ 1 /2" DETAIL MASONRY THROUGH <br />3 <br />�� <br />DETAIL <br />` !STD. <br />STD. 90^ <br />90° HOOK (TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />" 3 -1/2" <br />ON @ 16" <br />EJ <br />El U�7/ <br />METAL SEAT PLATE <br />1X4 P.T. <br />NOTE: <br />4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2"DRYWALL <br />LAP SHEATHING TO <br />DOOR JAMB (REFER END W/ MIN <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 E DIST. <br />6EA <br />TO SHT. SDW2-K1 CONN. DETAILS <br />` <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 <br />10d @ 12" O.C. <br />J <br />FURRING <br />_ — <br />2X8 P.T. WITH 3/16"Q X 3" <br />' +2„ <br />NOTC @FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />LONG TAPCONS <br />..AS REQ'D <br />2X8 P.T. STAGGERED 16" O.C. 2X8 <br />JOIST & (4) 3/16"x1 3/4"WEDGE <br />INTO K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 <br />/4" DETAIL <br />+5^ <br />FIRST NOTCH COURS S E <br />BOLTS <br />I <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FFOUOCELL PER <br />UN PLAN FILLED CELL INSTALLATION <br />KH <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 />SECTION <br />UPLIFT CAPACITY = 945 #FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />A -A <br />= 1890 #FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID WIGROUT <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />o- <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6) x 24" <br />, <br />BLOCK HEADER <br />4' <br />TAPCONS <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 1NAILS AND <br />8d NAILS AT 8" 0•C. AT BUCK <br />(2) BOLTS [ (1) STRAP = 1225 <br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />() STRAP' 24D1) <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 <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 />IN PLACE BEAM <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. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />4" MIN. OF BRACE <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU <br />Z X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-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 />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />ARCH DETAIL <br />4' MAX. RAD. <br />i <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE X 31/2" TAPCONS AT 16" <br />k0V (2) 10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />(3)114" <br />1 11 , 11 <br />1 �� 5 -� <br />SCALE: N.T.S. <br />SS <br />12 <br />+ C'T�1 PLYWOOD SHEATHING <br />+ <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 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />BLOCKING AS <br />+ <br />'� ' <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />1/4" MAX EMBEDMENT INTO <br />K.) <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />° .: ° ,: <br />#5 BAR <br />2'-0' 8' <br />TRUSS + + SOFFIT <br />'D. ; ° <br />CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />-12 NAIL <br />(5) d S <br />+ <br />6 ° <br />°> 9 H <br />IN TOP - <br />1 X 4 FURRING N-1 <br />BLKG. & BUCK <br />\ <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP . ®s <br />. P • . ° , • .' <br />o <br />KNOCKOUT / N <br />EACH TRUSS <br />o •' <br />I <br />I � •• ° <br />° <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />. <br />CONNECTOR s� s <br />�® <br />— _ d <br />MONO FOOTING _ •, ., ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS -I <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 />e <br />CLEAN FILL °- ° <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C.00, <br />ENTER SO IT <br />.> <br />DIRT b <br />z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL <br />°. ° STANDARD o <br />4'-0" MAX SEE PLAN <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />> 90° <br />#5 BAR IN <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4M? 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 />.• . , , - %j <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2)1/4" X 3112" TAPCONS AT 16" <br />,' s• ",' s• •' s• •' s• ,, e• <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C.Sk <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 />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: <br />IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />EXCEED <br />(3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />FOR ADDITIONAL <br />INSTRUCTION. <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL, <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <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 />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />DRILL 3/4"X6" MIN. HOLE <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 />SET BAR IN EPDXY <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />HTT16 W/ (18) -16d NAILS TO <br />CAP TO PREVENT LEAKAGE <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. <br />1/4 EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />STUDS & (1) - 5/8" DIA. ALL <br />#5X6' EMBEDDED INTO <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />(1) #5 BARS CONT. OCCURS <br />TOP WITH MIN. 3 <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET EPDXY MIN. a <br />z <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6'-0" <br />5" EMBEDMENT & 3" MIN. <br />O <br />U) <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F'F' <br />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 />u- '' I <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />O 0 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o v u <br />II a <br />A <br />REINFORCING AS FOLLOWS: <br />* <br />`;::: <br />SEALANT <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />- <br />v <br />#5X6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />* <br />6" MIN. LAP SPLICE W/ <br />EXISTING FOOTING <br />2-#5X6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />c`zn LO <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />DRILL 3/4"X6" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINT NOT REQUIRING PANEL REINFORCING -DO NOTFURROW, <br />GRADE o. o� I <br />SET BAR IN EPDXY <br />MAINTAIN UNIFORM JOINT WIDTH. <br />6"MIN. LAP <br />p e <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />`~ ° <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />Cl) 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 />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° ° <br />a <br />;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 BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN.or COVER EA. WAY <br />A SECTION <br />I) 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" = V-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 />z CD <br />o <br />_ <br />z° <br />Q <br />a <br />Lo <br />Ln (D <br />� <br />w <br />CB p <br />w <br />0 <br />� <br />o <br />Cn <br />o 0 <br />U <br />I-L.1 <br />E` E <br />NM <br />C' (II M <br />Lu -C N <br />0Oo <br />—B <br />V _' <br />O Y <br />CL <br />Q�, <br />t1) O C <br />�Qo <br />AN <br />S <br />C 6 D C <br />*,,IEID, <br />o•, <br />9AZ W�,•• <br />m �� <br />r <br />� <br />W , <br />W �a �� <br />10z a F: <br />.� <br />Z E � 4' c. <br />IUL <br />0 F <br />r, j�mo <br />To the best of the Engineer's know ,( 4&b Ig k,"Wl <br />belief, the structural plans and specifica i s m, 'I <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />oN <br />Z <br />0 0) N <br />M <br />Ln <br />z„ <br />'p <br />a cn•�,d' <br />Ln <br />Q ��� <br />z <br />a <br />F- oG V Q 00 <br />Q <br />Z IT <br />J11.0 <br />LU <br />oZ <br />zaa <br /><a <br />w¢�Y <br />UZOp <br />Z LU W <br />� z <br />w <br />J <br />0 2 8 <br />O�-u-0 <br />o <br />Z Zo <br />az <br />LnZw <br />�z <br />a <br />z <br />-a <br />ro <br />N0 <br />UO <br />Ln <br />Cl) <br />J <br />J Q <br />L <br />ou <br />�Ro <br />I- <br />W <br />U m <br />N <br />M <br />z¢0� <br />w J <br />Q <br />¢�u1 <br />Z <br />N <br />$�gW <br />z <br />LU <br />tii <br />w� <br />� Q � <br />J <br />rl <br />LLI <br />Q <br />z U <br />r� w U <br />w <br />ry� <br />00 <br />z <br />F F <br />=�Z <br />Ln <br />O <br />Z <br />Z <br />a n <br />z <br />m <br />06 <br />� <br />u.! <br />= <br />J Z <br />aW <br />.- •i <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION NO° 10 <br />SHEET NO. <br />SS <br />L <br />t:��.t I _T___T F ��l <br />