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Q <br />L0 <br />0 <br />K) <br />LO <br />v <br />7 <br />N <br />0 <br />N <br />J <br />M <br />00 <br />f <br />N <br />a <br />00 <br />M <br />LO <br />L0 <br />v <br />N <br />0 <br />N <br />J <br />t2 <br />0 <br />I <br />/ <br />N <br />L0 <br />i <br />LO <br />LO <br />Cr <br />v <br />Q <br />Q <br />M <br />O <br />v <br />a <br />FE <br />E <br />O <br />L <br />0 <br />Q_ <br />0 <br />v <br />0 <br />r7 <br />0 <br />cn <br />v <br />0 <br />0 <br />a <br />N <br />0 <br />Li <br />0 <br />t <br />W <br />_ <br />m <br />0 <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />MAX 8„ UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER TO PRODUCT <br />P.T. TO PRODUCT <br />TO PRODUCT <br />PROPER INSTALLATION DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. APPROVAL FOR CONN. <br />APPROVAL FOR CONN. ', 1 X 4 <br />1x4 C <br />1x4 P.T. <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />4 <br />3116"0 X 3" LONG � , ,�' , FURRING <br />3-1/4" LONG X 3/16 O FURRING FURRING (2) ROWS 3116 x 3-1/2 <br />TAPCONS <br />#5 REBAR <br />(TYP,) <br />AND NAILED w/ 8d COMMON 0° <br />6" O.C. EDGES AND 12 O.C. FIELD <br />O.C.,02TROWS STAGGERED <br />„ „ <br />TAPCON @ 16 O.C. & 4 2X8 <br />TAPCON. INTO STAGGERED @ 16" <br />1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO „ <br />1 DETAIL 2 EDGE DIST. ATTACH <br />S. <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH n <br />A <br />1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL <br />90° HOOK (TYP.) <br />STD. 90^ <br />@ TOP & BTTM CHORD, AND (8) <br />1 P.T. & 1 x8 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 />DOOR JAMB <br />NOTE: <br />O.C. & 4" FROM (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />L <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT0// <br />2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />BOTTOM <br />M TYPIOF CAL <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. 1x4 <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRING <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 />+ TC @ FIRST COURSE <br />-2 <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />L <br />INTO BAND JOIST & (4) 1AN2 3/4" <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL <br />NOTCH WEB AT THE <br />+5A FIRST 2 COURSES <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION AN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />SCALE: N.T.S. <br />SS <br />INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A <br />=1610 #FOR 2 STRAPS <br />': FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID WlGROUT <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 />SEE ARCH PLAN AND <br />° <br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS <br />PRE-ENG TRUSS DESIGN <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS <br />SEE NOTE 1 BELOW <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 CUTOUT 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 />CUT HOLE IN O.S.B. FOR <br />BOND BEAM OR CAST IN PLACE BEAM <br />ALUM DRIP EDGE <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. • ° a,' <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3) 10d NAILS <br />2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />BRG WALL TYPE - <br />PER PLAN 2x SUB FASCIA <br />OVERRAN <br />CONNECT W! 8d NAILS BRACE/ BLKINTO <br />2x2 #2 P.T. MIN, <br />DW. SCREW 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ANCHOR ­"ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />N.T.S. <br />FASTENED PER NOTE <br />2 BELOW CONT VENTED OR SOLID SOFFIT <br />LINSTALLATION <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCHINSTALL <br />BLKG PER 4" MIN. OF BRACE <br />DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP <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 />BLOCKING w/ 2-12d NAILS I(—) CHORD EVERY OTHER TRUSS <br />w/ 3-12d NAILS, TYP. (**) <br />OT <br />.NE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />11-01151- 11 <br />ARCH DETAIL J <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />SCALE: N.T.S. <br />SS <br />12 <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />L <br />JACK TRUSS PROVIDED BY SEE <br />2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />- CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ <br />MIN. 1" EMBEDMENT @ 16" O.C.) <br />INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />- WOOD w/ 0.148"x 3 1/4" @ 16" O.C. <br />° <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B <br />ROOF SHEATHING ATTACHED <br />13. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE <br />> a _ <br />d <br />1/4" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE <br />ALL <br />° ° �' °•• #5 BAR <br />' • °° > <br />— <br />1� <br />2 0 8" <br />STRUCTURAL SOFFIT <br />�• p 4 <br />10 ° CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />F i <br />S 0 I <br />° •, _ <br />D' 9 H IN TOP <br />1 X4 FURRING <br />BLKG. &BUCK <br />H2.5Aw/ 10 <br />2X6 TO 2X4 ( ) <br />SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS 71'-4" <br />. o • • ° •' o <br />KNOCKOUT / 04 <br />8d NAILS <br />REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" <br />s .' <br />8d NAILS @ 8" O.C. AT BUCK <br />r <br />MID BLOCKING NOT REQUIRED <br />e ° CHAIR BLOCK <br />2 x 8 VERT. W/ (2) 10d - <br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />BLOCKING PER R704.2.1 <br />MONO FOOTING •D' ° <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />JACK TRUSS PROVIDED BY <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON TI <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° <br />CLEAN FILL .o ° <br />2 x 8 VERT. BRACES <br />O <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O7.C. <br />� <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />DIRT • � Z <br />TO BE INSTALLED <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />2X OVF <br />° STANDARD <br />4'-0" MAX SEE PLAN <br />BUILT PNOTCDH <br />Ryq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />°. o <br />e N <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />+ 74 <br />+ + NOT (2) 10d NAILS @ 8" O.C. <br />N <br />90 HOOK <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD <br />+ + TO TRUSS TOP CHORD <br />FILLED CELL, • -; • -.� • -,� , • -� , <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4' MAX. RAD. <br />SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY <br />+ + <br />V <br />. ., . .. ., <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W! 4 10d NAILS EQUAL EQUAL <br />() <br />GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />+ + PLYWOOD SHEATHING <br />•; <br />.- .• r .• •.- s• r e• �.► .• <br />THRU OSB INTO 2 x 8 <br />SHALL NOT BE FRAMED AS O.C. <br />+ <br />ANCHOR INTO ARCH BLKG. <br />rK <br />HIP. <br />+ <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL <br />DESIGNED ONLY FOR THE SECTION @ ENTRY rL <br />BLOCKING AS <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. <br />SS <br />INSTALLATION OF SHINGLE SCALE: 3/4" - V-0" <br />SS <br />TRUSS + + REQUIRED TO <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />AND METAL ROOF FINISH <br />+ SUPPORT SOFFIT <br />2X4 SYP r • e <br />SCALE: 3/4" =1'-0" <br />EACH TRUSS <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 />CONNECTOR '. <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 />SEE LINTEL <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 />SCHED. <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 />ENTER SO IT <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 />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 />PRECAST LINTEL —/ 1% <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />% <br />SEE ELEVATION <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />FOR OVER HANG <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />BLOCK IT MAYBE 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. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(MAX. 4'-0") <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 />#5 CONT. TOP & MID OCCURS <br />SECTION @ ROOF EXTENSION M <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />WITH MIN. 3" COVER 6.0 <br />SCALE: 3/4" = 1'-0" <br />SS <br />U) <br />(EVERY OTHER <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />I�- I� <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />p c� <br />SEE SHEET D2 AND <br />SIMPSON HTT4 w/ (18)10d x 1 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° x D <br />D D <br />w -t <br />v <br />A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />_ _ <br />I —I I= — I �=T�I <br />FLOOR PLAN FOR <br />1/2" NAILS TO STUDS & (1) - MORE INFO <br />U_ a <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />* PRESS PANEL REINFORCING INTO PLACE. <br />f_TrITf—Tf T <br />— — - <br />5/ DIA. ALL THREAD ROD <br />8 <br />EPDXIED w/ SIMPSONt <br />"SET" <br />= g <br />? <br />#5x6' EMBEDDED INTO <br />6" MIN. LAP SPLICE W/ <br />.D . D — <br />III —I �1- <br />I <br />� <br />¢ <br />, <br />EXISTING FOOTING (2) #5x6 IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL - � REINFORCING PANEL <br />� � I —I � �—I (�— <br />�I—�=� <br />EPDXY MIN. 6" EMBEDMENT & <br />- <br />N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° <br />3"MIN . EDGE DISTANCE <br />\ ` • <br />DRILL 3/4"x5" MIN. HOLE <br />LE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />M <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 />C-4 g o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° ° <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ D (2) #5 REBAR. (1-STORY) <br />\ \ <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. (1 -STORY) (3) #5 REBAR. (2-STORY) <br />rA SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />20" MIN. (2-STORK WITH MIN. 3" COVER EA. WAY <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />I <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 />\ \' <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />RETROFIT <br />FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />REV. 07.28.21 SCALE: 3/4" =1'-0" <br />RETROFIT FOR MISSING a <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />MSTAM STRAP <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />SCALE: 3/4" = 1'-0" <br />s�v <br />� a <br />o w <br />v C2. o <br />cows <br />a m <br />cc <br />N N S <br />-z _- N N <br />Z a, Y <br />CD Cj <br />3 3 <br />=d�® <br />ro <br />� v <br />N <br />pc� <br />CV <br />Arty• <br />o, <br />> <br />v <br />f, <br />SS100 <br />0�����`46rf <br />y° <br />Pililai�l�U�4�11 <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 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. 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