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6564 Paden Wheel St
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6564 Paden Wheel St
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Last modified
3/21/2025 5:42:11 AM
Creation date
2/19/2025 12:57:57 PM
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Building Plans
Street #
6564
Location
Paden Wheel St
Contractor
Lennar Homes LLC
Building Plans - Permit #
18397
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1X4 1/2" DRYWALL DOOR JAMB (REFER F-1 X4 1/2" DRYWALL DOOR JAMB (REFER 1X4 F1/2" DRYWALL UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER F TO SHT. SDW2-K1 MAX. 8" <br />TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. <br />Cr'%D f'nflK1 r'ICTAII 0 FOR CONN. DETAILS <br />FOR CONN. DETAILS X 4 -1 X 4 <br />F FURRING <br />1 X 4 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />3-1/4" LONG X 3/16"06 tn FURRING TAPCONS U" <br />TAPCON. INTO TAPCONSSTAGGERED 2X8 <br />, "T <br />STAGGERED @ 16" <br />BLOCK@ SPACING O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 1X8 <br />PER MANUFACTURE 1" DETAIL MASONRYTHROUGH 2-ROWS INTO <br />1x4 P.T. & 1x8 P.T. 1-1/211 DETAIL— MASONRYTHROUGH 311 DETAIL <br />1x8 P.T. & 2x8 P.T. <br />3/16" x 3 -1/2" <br />TAPCON @ 16" 1 X4 P.T. — <br />O.C. & 4" FROM f 3/16" x 3 -1/2" DOOR JAMB (REFER 'DRYWALL <br />DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOIR 11 XA44 &F1/2' <br />S__ <br />2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL <br />TO SHT. SDW2-K1 <br />FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C.---- 1X4 <br />FURRING <br />"0 X <br />2X8 P.T. WITH 3116"0 X 3" <br />4S <br />L 2X8 P.T. LONG TAPCONS 2X8 <br />2x P.T. AS REQ'D STAGGERED @ 16" 0 . C. <br />2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />AR <br />#5 REBAR (TYPj <br />3/4" PLYWOOD DECKING GLUED <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />K) <br />K) <br />X3 <br />ATTACHED WALL WltAl NINU 10 <br />2X BOTTOM PLATE W1 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />D� 90- HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FYP.) <br />FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <br />E- <br />NOTE: <br />LA <br />LAP SHEATHING TO <br />_[FBOTTOMOFBAND <br />JOIST TYPICAL <br />_,j00 <br />NOTC @ FIRST COURSE <br />\—USP HGAM10 @ 12" O.C.w/4-SDS <br />1/4xl 1/2" SCREWS INTO BAND <br />H I H <br />JOIST& (4) 3116"xl -3/4" WEDGE <br />THE <br />BOLTS INTO K.0, BLOCK <br />ES <br />lop, <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS(,C_C`� FILLED CELL PER —LALI— <br />SCALE: N.T.S. FOUNDATION PLAN FILLED CELL INSTALLATION (H RETROFIT FOR MISSING EMBEDDED STRAP <br />� �s SCALE: N.T.S. � �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A <br />= 1890 # FOR 2 STRAPS FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT <br />ir 21-01' 811 1-PLY PRE-ENGINEERED TRUSS <br />1 X4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK USP RT1 6M W/ (8) NA1 1 NAILS & (6) "' x 2T' <br />4 <br />F <br />TAPCONS <br />1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />11' NAILS AND <br />10dNAILSX 2' <br />8d NAILS AT 8" O.C. AT BUCK <br />—LEAVE A C <br />WEDGE BOLTS (1) STRAP 1225 <br />2x845" DIAGONAL LIT OUT IN O.S.B. ON THE <br />(4) X 1 <br />4 4 <br />(2) STRAPS 2450#1) <br />BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />2 x 8 BRACE/ BLKG. <br />7/16" OSB TO BE INSTALLED .......................... FOR OVERHANGS BETWEEN OVER 1 112" <br />(4) 10d NAILS INTO <br />BOND BEAM OR CAST <br />CUT HOLE IN O.S.B., FOR . . . . . . . . . . . . . . . . . . . . . CONTACT ENGINEER OF RECORD FOR <br />BUILT UP PLWD. BUCK ARCH PANEL ;I- � 4 <br />IN PLACE BEAM FURTHER INSTRUCTIONS. <br />POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. <br />SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS 4 <br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 OVERHAN <br />AT EA. END RETROFIT TRUSS DETAIL <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />4, <br />INSTALL WDW. SCREW ANCHOR-/4c 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB \—PROVIDE TAPCON WITHIN t� ': <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (INTS) <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —N\\ TRUSS AS SHOWN FOR O.H. UP TO Z-13" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THIK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT, (MATCH TRUSS DEPTH DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD I <br />I _0,rPPW_n, nn 1A" r) r MAY nP 11: KAAQnKIPV (2) 1 Od NAILS @ 8" O.C. <br />14 IVIAA. rAML). . . 4 , TO TRUSS TOP CHORD <br />ARCH DETAIL i WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />SCALE: N.T.S. SS O.C. 12 + + PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE + + <br />TRUSS COMPANY OR PLAN + + <br />2x6 #2 SYP @ 24" O.C. + + <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" M IN. B-B ROOF SHEATHING ATTACHED + REQUIRED <br />EMBEDMENT INTO PER NAILING SCHEDULE LL TO SUPPORT <br />/4" MAX 811 TRUSS + <br />2-4- z + SOFFIT <br />BLOCK HEADER 7 <br />SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + <br />1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP - .01. <br />EACH TRUSS <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 1 Od <br />NAILS AT EA. END PROVIDE 2x CONNECTOR <br />PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) MONO FOOTINi <br />0 12d NAILS SIZE AND REINF. PER PLAI <br />VERT. BRACES WHEN HGT. F TAPCON AT EA. SIDE SEE LINTEL AND SECTION DETAIL� <br />BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY—/ SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 % I CL <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SOFtIT DII <br />BUILT UP PLWD. BUCK - TO BE INSTALLED 000, 41-0" MAX SEE PLAN PRECAST LINTEL <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 <br />TO FIT ARCH CONNECT W/ i;�� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FIL <br />8d NAILS "�2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4--0") <br />INSTALL WDW, SCREW__,___�_�l BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL _j 4'MAX. RAD. WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" J,_N�' <br />ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. <br />PER INSTALLATION DETAILS B—B ARCH DETAIL SECTION @ ENTRY SECTION @ ROOF EXTENSION ( M� <br />SCALE: N.T.S. � �s SCALE: 3/4" V-10" SCALE: 3/4" V-0" � �s mot <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILL <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJE, <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTR <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16W/(18)-16d NAILSTO <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W , W , M , AT PERIMETER STUDS & (1) - 5/8" DIA. ALL <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4. EXPANSION BOLT (2 (1) #5 BARS CONT. WHERE THIS CONDITION THREAD ROD EPDXIED W/ >_ <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS Ir <br />TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-101" 5" EMBEDMENT & 3" MIN. 0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER /—F.F. <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP EDGE DISTANCE <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE LL LL! <br />0 <br />LLJ /"'A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />t> <br />REINFORCING AS FOLLOWS: <br />I 11= I I— I F < <br />SEALANT <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />ko- <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W1 <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL Lo <br />SMOOTH. DO NO FURROW. -A <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" IN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />M x . 3? <br />REMAIN FREE OF MORTAR. NOTE: 2� <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 11�__ SEALANT SEE GLASS BLOCK INSTALLATION NOTES. C14 <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \\—(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 16" MIN. COVER EA. WAY <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 DF SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" <br />FOR WIND SPEEDS UP TO 110 MPW, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />FILL SOLID <br />BOTH CELLS <br />#5 REB <br />(TYPI) <br />STD. 90 <br />HOOK <br />±5A <br />L\—NOTCHWEBAT <br />FIRST 2 COURS <br />Z <br />z <br />z <br />< <br />U) <br />LU <br />0 <br />U - <br />0 Ljj <br />V) Lal- <br />E <br />0 <br />Cn <br />"I <br />(10 C) <br />a) cc <br />E <br />8 <br />I ce) <br />w ce) <br />:2 ce) <br />0 8 <br />(D <br />co <br />(n <br />a) <br />M <br />O.T iz:- <br />U5 a <br />0 <br />< im <br />A< 0- <br />A I <br />8 D. <br />1,1111, C.0 <br />co U�l <br />E—Elw. <br />CL <br />LL <br />ca < <br />Z7 <br />LL 11� —9 <br />0 <br />. . . . . . <br />Ej <br />To the best of the Engineer's knowleaj�; f6formation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C:) <br />C:) <br />Z (N <br />`_k <br />
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