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Last modified
3/24/2025 6:17:12 PM
Creation date
2/27/2025 11:26:27 AM
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Building Plans
Street #
6591
Location
Back Forty Loop
Contractor
Lennar Homes
Building Plans - Permit #
6461
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INTO <br />STAGGERED @ 16" L1x8 <br />TAPCON @ 16" O.C. & 4" <br />8 <br />BLOCK@ SPACING 1 <br />DETAIL <br />O.C. 2-ROWS INTO <br />P.T. <br />t'l <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />1 Yj <br />—1X8 <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/211 <br />DETAIL <br />1 x8 w/ (2) ROWS 8d NALS <br />3" DETAIL <br />W P.T. & 1x8 P.T. <br />STAGGERED @ 12" O.C. <br />-3/16" x 3 -1/2" <br />1x4 P.T. <br />DOOR JAMB (REFER <br />TAPCON @ 16" <br />TO PRODUCT <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />APPROVAL FOR CONN. <br />N <br />DI <br />1X' 1/2" DRYWALL <br />W <br />DOOR JAMB (REFER <br />EACH END W/ MIN <br />TO PRODUCT <br />F <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />?)D <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2 <br />x 3-1/2" TAPCON @ 16" <br />O.C. & 4" FROM EACH <br />!112" <br />1x4 <br />TAPCON @ 16" O.C. & <br />L <br />DGE DIST. <br />END w/ MIN. 2" E IST. <br />FURRIN( <br />4" FROM EACH END W/ <br />2x8 P.T. <br />ATTACH SECOND PLY W/ <br />W/ <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" <br />2x8 <br />fl— M 1177'r A I I <br />e) -11 1A11 r'%E!-rA 11 <br />STAGGERED @ 12" O.C. <br />I- I 1A11 M=TA I I <br />BUILDOUT'--", OVER SIZE DOOR -WINDOW ROUGH OPENINGS,( cc <br />Gy <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN. <br />EMBEDMENT INTO BLK.) <br />1 X 4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />A <br />2 x 8 45 DIAGONAL (4)lOdNAILSINTO \ — <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH 1 (4) 1 Od NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB —/ <br />ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 <br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS ORTHRU <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL ri <br />SCALE: N.T.S. <br />�S <br />R7A <br />X8 <br />INSTALL WDW. SCREW ANCHOR-1 <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />BLOCK HEADER <br />1 X4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BI <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />2 x 8 VERT. BRACE(S) <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />INSTALL WDW, SCREW---' <br />PER INSTALLATION DETAILS <br />ANCHOR INTO ARCH BLKG. <br />Ina <br />1/4" MAX <br />Ir <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />NITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN <br />EMBEDMENT INTOI��) <br />/4" MAX <br />2-4- <br />SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />7 1 <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />LEAVE A CUT OUT IN O.S.B. ON T <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />7/16" OSB ARCH PANEL <br />"--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />- EQUAL <br />BTW`N. OSB ARCH FACES W/ (4) 1 Od NAILS <br />THRU OSB INTO 2 x 8 <br />ARCH DETAIL <br />rK <br />SCALE: N.T.S. <br />�S <br />O.S.B. ON T <br />SECTION <br />A -A <br />8" <br />1/4" x 3 1/4" TAPCONS <br />—LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />---2 x 8 45 DIAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3) 10d NAILS <br />AT EA. END <br />\_ PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4'MAX. RAD. <br />SECTION <br />B-B <br />8" <br />PROVIDE <br />2x <br />PROVIDE (2) MIN. <br />, <br />CONT. Wj (3) <br />TAPCON AT EA. SIDE 12d NAILS <br />BUCK - (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />4'MAX. RAD. <br />EQUAL <br />MAX. 8" <br />PROPER INSTALLATION <br />#5 REB <br />(TYP,) <br />STD. 90' <br />FILL SOLID <br />HOOK <br />BOTH CELLS <br />k <br />L <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />...... -,APACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS <br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d <br />SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 <br />BOND BEAM OR CAST IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />N.T.S. <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4W' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />JACK TRUSS PROVIDED BY <br />SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SIMP ON <br />(5) 12d NAILS <br />H2.5A W/ (10) <br />2X6 TO 2X4 <br />8d NAILS <br />JACK TRUSS PROVIDED By—/ <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT <br />(MATCH TRUSS DEPTH _j <br />2 <br />S <br />NOTE: <br />SHED ROOF ENDS TO BE <br />GABLE ONLY, CORNERS <br />SHALL NOT BE FRAMED AS <br />DESIGNED ONLY FOR THE <br />HIP. <br />INSTALLATION OF SHINGLE <br />AND METAL ROOF FINISH <br />. <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY <br />SCALE: 3/4" V-0" <br />L <br />GLASS BLOCK INSTALLATION NOTES <br />A) <br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION, ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) <br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) <br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />D) <br />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 />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />EXPANSION STRIP <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <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 />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />OCCURS <br />#5 CONT. TOP & MID <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />WITH MIN. 3" COVER 6-0" <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />1> <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />�' z r. . <br />ko-A =11 <br />— — <br />, <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH. DO NO FURROW, <br />REINFORCING PANEL <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />x GRADE <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />< <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />cli <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />Cl) <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />A <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />(2) #5 REBAR. (1 -STORY) <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.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />f20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) <br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) <br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />REV. 07.28.21 SCALE: 3/4" V-1)" <br />FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />R <br />YP.) <br />THE <br />:S <br />FILLED CELL INSTALLATION <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />OCE: Kin-= -1 Dr-1 nIA1 <br />BRG WALL TYPE <br />PER PLAN <br />2x2 #2 P. 1. iviliv, <br />FASTENED PER NOTE <br />2 BELOW <br />_L�_ <br />CONT 2X4 NAILED TO <br />BLOCKING W/ 2-12d NAILS <br />4# <br />#5 REBAR (TYP,) 0 <br />00 <br />�A <br />40# <br />_.& <br />'r <br />%*TD. 90- HOOK (TYP.) <br />SCALE: N.T.S. <br />ALUM DRIP EDGE <br />2x SUB FASCIA <br />' CONT VENTED OR SOLID SOFFIT <br />2x BLOCKING NAILED TO TOP <br />CHORD EVERY OTHER TRUSS <br />W/ 3-12d NAILS, TYP. <br />1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: <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 />WOO D wl 0. 1 48"x 3 1/4" @ 16" 0. C. <br />[F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE <br />3. <br />STRUCTURAL SOFFIT <br />SF01CALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 71'-4" <br />S <br />REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4 <br />MID BLOCKING NOT REQUIRED <br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />BLOCKING PER R704.2.1 <br />TRUSS <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-16" <br />DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />4 (2) 10d NAILS @ 8"O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />+ <br />BLOCKING AS <br />REQUIREDTO <br />+ <br />+ + <br />SUPPORT SOFFIT <br />+ <br />lliz_ 7W 1111 <br />�/vo <br />OFFIT <br />S <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION <br />SCALE: 3/4" = V-0" <br />qPP qHPPT n,) Amn <br />SIMPSON HTT4 W/ (18) 10d x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />EPDXIEDW/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: 1, - <br />z <br />0 <br />U) <br />U_ <br />o <br />LU <br />0 <br />< <br />0 <br />C/) <br />@ FIRST COURSE <br />k <br />41,# <br />2N BOT. PLATE W/ (2) 1 Od @ 6" O.C.. <br />3/4" PLYWOOD DECKING GLUED <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O,C. FIELD <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />--2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />SIMPSON HGAM10KTA @ 12" O.C. <br />/ (4) 1/4xl 1/2" SDS SCREWS <br />INTO BAND JOIST & (4) 1AN2 3/4" <br />TITEN INTO K.O. BLOCK <br />PL <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />FILL 1 st 4 COURSES <br />SOLID W/GROUT <br />A <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS.� <br />OVERHAN <br />RETROFIT WALL OVERIANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 11/2" <br />NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ�D, <br />1 f-011 51-011 <br />NISH F <br />> <br />A <br />#5 BAR <br />CENTERED W/ <br />IN TOP <br />A <br />F KNOCKOUT/ <br />CHAIR BLOCK <br />IN7G <br />SIZE AND REINF. PER PLAN <br />MONO FOOT <br />A <br />AND SECTION DETAILS <br />CLEAN FILL J. A. <br />;2� <br />DIRT <br />. . 1% 2 <br />STANDARD <br />99 HOOK C14 <br />#5 BAR IN <br />FILLED CEL <br />'V L V <br />2, <br />Sk <br />REINF. PERLAN AND STEMWALL <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING <br />SECTION DETAILS <br />SCALE: 3/4" V-0" <br />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />EPDXY CAP TO PREVENT LEAKAGE <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") <br />#5x6'EMBEDDED INTO EXISTING BOND BEAM <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />#5x6'EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />11 IKI ��KlfN <br />'I J__U/ SAW CUT <br />SECTION <br />EXISTING FOOTING <br />SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />C%j <br />Cn <br />:� Uj <br />= <br />_:; t <br />:,C3 =W <br />E <br />11 <br />(5 <br />'010 W A <br />�A S E <br />FLO <br />"I C) <br />x <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers <br />signature and sea] is only for <br />the struct <br />I engineering portions of the drawing pages beadng <br />Engineee'sjrsaignature <br />and seal. <br />W <br />E <br />Ce) 8 <br />cc <br />0 <br />a) S C-, -00 <br />CN 0 U <br />0 <br />4 <br />6 co 't <br />c: - . 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