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00 <br />1X4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1 X 4 � ( <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />, <br />DOOR JAMB (REFER <br />TO SHT. JAMB(RE 1 P.T• <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. 8" DO NOT DO THIS <br />` <br />' <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 (fYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE <br />1 X 4 <br />3-1/4" LONG X 3116"0 FURRING <br />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1 /2" LONG <br />TAPCONS <br />FURRING <br />#5 REBAR ` <br />' <br />AND NAILED W/ 8d COMMON @ <br />"0. EDGES AN D 12"O.C. FIELD <br />W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />(n'PJ <br />` <br />' <br />. <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />41 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRYTHROUGH �� <br />1-1 /2 DETAIL MASONRY THROUGH 3�t <br />DETAIL <br />`SiD. 90° HOOK (TYP.) <br />STD. 90^ <br />@TOP & BTTM CHORD, AND (8) <br />1 x4 P.T. & lx8 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 />3/16" x 3 -1/2" <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />�� <br />O.C. & 4 FROM <br />1 X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER <br />1 X 4 1/2 DRYWALL <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />2" EDGE DIST. <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />TO SHT. SDW2-K1 CONN. DETAIL <br />` <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 <br />I <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS „ <br />10d @ 12 O.C. <br />1 X 4 <br />� <br />FURRING <br />— <br />2X8 P.T. WITH 3/16"0 X 3" <br />+2" <br />NOTC @ FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />2x P.T. AS REQ'D <br />LONG TAPCONS <br />2X8 P.T. STAGGERED @ 16" O.C. <br />2X8 <br />` <br />w/ (4)1/4xl 1/2" SDS SCREWS <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL <br />L=25- <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />` <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN 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 />SECTION <br />UPLIFT CAPACITY <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A -A <br />_ 16110 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />�. SOLID W/GROUT <br />° <br />„ <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1l4" x 31/4" TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. &BUCK <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />° <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"x21/4" TITEN = 2150 #) <br />2 x 8 45^ DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />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 IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 <br />' <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />CONTACT ENGINEER OR <br />RECORD FOR <br />SCRIBE (NOTCH) POLY CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />I <br />FURTHER INSTRUCTIONS. <br />•. <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x8 <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 />•°• • <br />x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB <br />INSTALL WDW. SCREW ANCHOT\_2() <br />AR CH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />I.. ° <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER <br />A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <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 <br />ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />xO (2)10d NAILS @ 8" O.C. <br />VFRHgN <br />ARCH DETAIL <br />J <br />WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <br />+ + OTH PLYWOOD SHEATHING <br />�- rr t_ rr <br />0 5 0 <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 <br />SECTION <br />+ + BLOCKING AS <br />• <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-g <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />kill, <br />EMBEDMENT INTO .) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />• ° > ►.. <br />/4" MAX <br />2-08 �� <br />" <br />TRUSS + SOFFIT <br />+ <br />° #5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p 10" • D. ` ° . ° CENTERED W/ <br />BLKG. &BUCK <br />H2.5Aw/10 <br />2X6 TO 2X4 ( ) <br />2X4 SYP . <br />IN TOP o <br />► ° ' , <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />KNOCKOUT / it <br />° CHAIR BLOCK <br />-I <br />8d NAILS @ 8" O.C. AT BUCK14 <br />NAILS AT EA. END 2 x 8 VERT. W! (2)10d <br />PROVIDE BRACE <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ 3 <br />O <br />,' <br />CONNECTOR <br />- <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />VERT.BRACES WHEN T. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4 <br />JACK TRUSS PROVIDED BYJ <br />7:' <br />SCHED. <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />p <br />CLEAN FILL > <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT D <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />'-0 N <br />PRECAST LINTEL %.°, <br />• STANDARD 4 <br />SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL <br />(NOTCH) <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />: 90' HOOK iv <br />#5 BAR IN I <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />' , <br />INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />;: �... �... , . <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />O.C. <br />�... �. �. �. .• '. <br />PER INSTALLATION DETAILS ARCH DETAIL rK <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION MB-gMONO <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" =1'-0" SS <br />TO STEMWALL FOOTING 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 t 2") <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 />1/2" NAILS TO STUDS & (1) - <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 ga. PANEL ) <br />#5 BARS OCCURS <br />ALL THREAD ROD <br />"SET" <br />z #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING <br />R <br />REINFORCING <br />T IN. 3"CONT <br />TOP WITH MIN. 3" <br />EPDXIED <br />XIE <br />EPDXIED w/ SIMPSON � <br />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER " <br />6-0 F F <br />EPDXY MIN. 6" EMBEDMENT & <br />to <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE ) EXPANSION STRIP <br />3" MIN. EDGE DISTANCE <br />v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />►---� Fes- <br />e ; p <br />w a A <br />REINFORCING AS FOLLOWS: <br />¢ to 1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />- <br />p e <br />p <br />tw-a <br />g <br />PRESS PANEL REINFORCING INTO PLACE. <br />: i '; :, .. ' ' " :,;,:. ' :'`:: ; ' :;::;.; <br />#5x6' EMBEDDED INTO <br />U z <br />"1::^;,: ;:;, '''.'_:; ,_:;•;: ' 6" MIN. LAP SPLICE W/ <br />p ° <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />.: ' <br />CO FILLED CELL <br />U SMOOTH. DO NO FURROW. <br />- <br />° . p ° <br />N <br />IIHDRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o p <br />` <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p ° <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />CV ° ' <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />"' z <br />` <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />C-4 g e <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° ° <br />'0 <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 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 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 />„_ , " <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 />z_o <br />zC> <br />z� <br />J <br />a <br />(n z <br />V) U <br />� ►N,J <br />� o <br />.0 w <br />Of <br />Lo <br />� <br />U <br />W <br />M <br />mo <br />M <br />8 <br />® <br />Cs <br />O C Iv <br />ILLS <br />¢ CD <br />Q C <br />All <br />, V1 <br />N �O <br />L <br />Z si <br />1-mLL <br />w <br />_ `n a <br />1111 V <br />Z0i- °o <br />is N 1 -g� m <br />pi. <br />UA <br />�s�11111111Ckm 1� '�l " O <br />CAS E ••,• <br />•Q <br />6J r ►� <br />Q o 0� <br />W <br />z <br />•� <br />.fir o ��P <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LE N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�o <br />W <br />za <br />CL <br />g8o <br />In <br />'x <br />O W <br />f <br />o�22� <br />o <br />C <br />Q <br />�Q <br />N <br />J <br />_ <br />gjUj <br />- <br />y,u., I'- <br />F- U P <br />W <br />v & 0 <br />0 <br />*k <br />TI <br />u <br />Jaj <br />2: <br />a <br />Q <br />zg <br />'' <br />01 <br />t-4 <br />Z <br />O <br />06 <br />g <br />LU <br />= <br /><w <br />z <br />rn <br />,-4 <br />0- <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAMES <br />VERSION N0. 4n0 <br />SHEET NO. <br />SS <br />