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Last modified
2/26/2025 6:26:03 PM
Creation date
2/18/2025 4:15:45 PM
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Building Plans
Street #
36501
Location
Flats St
Contractor
Lennar
Building Plans - Permit #
Unknown
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LO <br />LO <br />v, <br />CN <br />A <br />�2 <br />3� <br />�0_ <br />re) <br />7 <br />LID <br />LO <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />F <br />DOOR JAMB (REFER F-1x4 <br />12" DRYWALL <br />DOOR JAMB (REFER <br />TO PRODUCT <br />1 x4 F 1/2" DRYWALL <br />TO PRODUCT <br />P.T. <br />P <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />/ . <br />APPROVAL FOR CONN. <br />W P.T. <br />x4 <br />114"27X8 <br />X 4 <br />3-1/4" LONG X 3/16"0 <br />FURRING <br />3/16"0 X 3" LONG <br />TAPCONS <br />FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />FURRING <br />TAPCON, INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />2X8 <br />BLOCK@ SPACING <br />1" <br />DETAIL <br />O.C. 2-ROWS INTO <br />1x8 P.T. <br />FROM EACH END ... ....... <br />2" EDGE DIST. A17ACH <br />1X8 <br />PER MANUFACTURi:: <br />MASONRYTHROUGH <br />1-1/21v DETAIL <br />1x8 w/ (2) ROWS 8d NALS <br />3" DETAIL <br />1 x4 P.T. & 1 x8 P.T. <br />STAGGERED @ 12" O.C. <br />/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 />N <br />APPROVAL FOR CONN. <br />1 X4 <br />1/2 <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN. <br />TO PRODUCT <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />3 /16. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />3-1/2" TAPCON 16" <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" <br />x @ <br />O.C. & 4" FROM EACH <br />1x4 <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />FURRIN( <br />4" FROM EACH END w/ <br />P.T, <br />ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 1 Odx3" <br />2x8 <br />2x DETAIL <br />2 1/4" <br />DETAIL <br />STAGGERED @ 12" O-C- <br />3-1/4-1 DETAIL <br />BUILDOUT OVERSIZE DOOR -WINDOW ROUGH OPENINGS( CC <br />IQU—) <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON (11/4" MIN� <br />EMBEDMENT INTO BLK.) <br />I X4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45' DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />CUT HOLE IN O.S.B. FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY -CELL IN THIS AREA <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (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) 10d NAILS THRU OSB INTO 2 x 8 <br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH <br />ARCH DETAIL <br />SCALE: N.T.S, <br />1\ �S <br />7A <br />X8 <br />INSTALL WDW. SCREW ANCHOR-1 <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8"O.CL AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <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 />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />1/4" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 3 114" TAPCON (11/4" MIN. <br />EMBEDMENT INTO <br />14" MAX Z-O" <br />SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />2 x 8 VERT. W/ (2) 1 Od <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 />BTWN. OSB ARCH FACES W1 (4) 10d NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />ARCH DETAIL rK <br />-13 <br />B <br />SCALE: N.TLS. <br />�S <br />.B ON T <br />SECTION <br />A -A <br />2'. 78- <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 />---2x845 DrAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3) 1 Od 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 2x <br />PROVIDE (2) MIN. CONT. W/ (3) <br />TAPCON AT EA, SIDE 12d NAILS <br />BUCK - (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />S <br />TART OF ARC <br />4'MAX. RAD. <br />EQUAL <br />MAX. 8" <br />PROPER INSTALLATION <br />#5 REB <br />(TYPI) <br />FILL SOLID <br />BOTH CELLS <br />STD. 90' <br />HO OK 0 <br />Ml� <br />— <br />NOTCH WEB AT <br />±5 <br />FIRST 2 COURSI <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON H M9KT 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 4%" 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 />12 <br />JACK TRUSS PROVIDED BY <br />EE <br />S <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(5) 12d NAILS SIMPSON <br />2X6 TO 2X4 H2.5A W/ (10) <br />8d NAILS <br />JACK TRUSS PROVIDED BY--/ <br />#2 SYP @ 24" O.C. <br />TRUSS COMPANY OR 2X4 <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT <br />(MATCH TRUSS DEPTH <br />PLj <br />12 <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 />GLASS BLOCK INSTALLATION NOTES <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <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 />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <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 />F 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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL <br />PER ANCHOR) <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <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) <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />EXPANSION STRIP <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <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 />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR 13 STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />�c 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 />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <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 />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <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-101" <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W W M AT PERIMETER <br />WHERE THIS CONDITION <br />OCCURS <br />#5 CONT. TOP & MID <br />WITH MIN. 3" COVER <br />6-101" <br />-0. t, <br />ko <br />—11 F- <br />= I <br />GRADE <br />A' <br />C0 <br />CN <br />(2) #5 REBAR. (1 -STORY) <br />16- MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 SCALE: 3/4" = V-0" <br />FILLEDCELLPER <br />FOUNDATION PLAN <br />11111011, UNACCEPTABLE INSTALLTION <br />41,#* 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 />SEE NOTE 1 BELOW <br />BIRG WALL TYPE <br />PER PLAN <br />2x2 #2 P.T. MIN, <br />FASTENED PER NOTE <br />2 BELOW <br />CONT 2x4 NAILED TO <br />BLOCKING W1 2-12d NAILS <br />#5 REBAR (TYP,) <br />#*# <br />eD� 90- HOOK CFYP.) <br />SCALE: N.T.S. <br />ALUM D IP 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. W1 J-CHANNEL SECURED @ 24" 0,13. FASTEN TO: <br />- CMU w/ 3/16"x3' TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W1 <br />MIN. 1 " EMBEDMENT@ 16" O.C.) <br />- WOOD w/ 0.148"x 3 1/4" @ 16" O.C. <br />3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE <br />STRUCTURAL SOFFIT <br />SF01 <br />SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS 71'-4" <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 />BLOCKING PER R704.2.1 <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />+ <br />Li4 <br />+ + �Ivo 7-, <br />iy <br />+ <br />+ <br />+ + <br />+ <br />+ <br />+ + <br />+ <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 2'-6" <br />DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H. <br />(2) 10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />+ REQUIRED TO <br />+ SUPPORT SOFFIT <br />"_� + <br />CENTER S05FIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />MAX 4'0") <br />, - <br />SI <br />SECTION @ ROOF EXTEN ON <br />SCALE: 3/4" = V-0" <br />_qPP _(ZHPPT 17Y) ANn <br />SIMPSON HTT4 W/ (18) 10d X 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED W/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE <br />>_ <br />z <br />0 <br />�2 <br />U_ <br />< <br />@ FIRST COURSE <br />4%# <br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W1 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />NOTE: <br />LAP SHEATHING TO <br />SIMPSON HGAM 1 OKTA @ 12" O.C. <br />w/ (4) /4x 1/2" SDS S REW <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />�L <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />A <br />FILL 1 st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />A <br />FURTHER INSTRUCTIONS. <br />OVERHAN <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEE N 3/4" TO 1 1 r2" <br />NOTE: FOR OVER <br />HANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />11-0 if 51-01v <br />Ar-f INISH FLOQ R <br />% <br />70 <br />A <br />.. A' __--#5 BAR <br />CENTERED W/ <br />IN TOP <br />KNOCKOUT/ C\j <br />A <br />-- -- ----- A CHAIR BLOCK <br />____ -- . . . % <br />MONO FOOTING <br />-1 A <br />SIZE AND REINF, PER PLAN <br />AND SECTION DETAILS <br />A <br />.0 A <br />CLEAN FILL <br />DIRT <br />2 <br />1�__STANDARD C:) <br />90r HOOK <br />#5 BAR IN <br />FILLED CELL <br />I L v L, '16 <br />v L <br />L <br />&v <br />REINF. PERLAN AND STEMWALL <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" V-0" <br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />DNTACT 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 />EXISTING FOOTING <br />I <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />SAW CUT <br />SECTION <br />SCALE: N.T.S. <br />C%j <br />C= <br />V.-I <br />C4 <br />:.< <br />C= cc <br />CN <br />CU &� <br />2 <br />r= <br />;7 <br />CD <br />tlzle 1 <br />101 11 <br />IaRo <br />-y 0 <br />ro C-4 <br />C <br />C14 <br />O� <br />F L 0 <br />To the best of the Engineer's knowledge, infonnation and belief, <br />the structural <br />plans and spedfications contained within these <br />drawings comply with the 2020 <br />Florida Building Code <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the st ctural engineering portions of the drawing pages bearing <br />Enginreuer's signature and sea]. <br />W <br />11`_� <br />ig <br />E <br />5 <br />(0 <br />6 12) <br />0 <br />0 <br />CO a) Cq co <br />co <br />� A <br />N , <br />0 <br />0 <br />13 <br />0 *k <br />6 C') ! <br />5 j u- ,,u <br />:� ;, 2 <br />Z <br />-ia <br />i <br />go 51 <br />0 <br />1W <br />:,:L <br />02 Y, OR <br />co 01, <br />Z <br />IL <br />co Z� 0 . 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