My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
8015 Wheat Stone Dr
Zephyrhills
>
Building Department
>
Building Plans
>
8015 Wheat Stone Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 2:09:18 AM
Creation date
2/27/2025 1:15:39 PM
Metadata
Fields
Template:
Building Plans
Street #
8015
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
22512
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
9ti <br />I <br />....................... I ........... <br />A I ^If cr Arnr Cr A'- 0, 0" Or -j" a" <br />............ ........... <br />LL-2 <br />7'-0" 6'-8" 4'-10" 3'-8" 4'-2" 6'-8" 6'-8" 7'-0" <br />1st LEVEL STRUCTURAL PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />.. . .... . ...... . . .......... .. . . ..... . . ........ . ............. . . ... .... . ..... <br />GENERAL MASONRY NOTES DC1 <br />E <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. > 0) 0 <br />C) <br />8U LINTELS MAY BE FILLED OR UNFILLED. CN <br />O <br />• 8F LINTELS SHALL BE FILLED. 0 <br />04 0 <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. U? C <br />APEX <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. 04 <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. a) <br />(D <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE CD <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />DOWEL LEGEND 04 <br />04 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />. ............ . I-- ........ . .. - - - -------------- I - ... ........... ........ . ....... - . ...... .... . . ...... - LL <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM d <br />25" LAP REQUIRED, TYP AS SHOWN Lij <br />_j t S <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studios <br />36" LAP REQUIRED, TYP AS SHOWN z <br />0 <br /><§> (2) NO. 5 BAR wl VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />4- <br />25" LAP REQUIRED, TYP AS SHOWN 9000 REGENCY SQUARE BLVD. (D <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < SUITE 100, JACKSONVILLE, FL 32211 <br />000) <br />Cl NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />FRAMING KEY NOTES (CMU) Dc1 LU <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Uo (D <br />(SEE !ET ST-1 & 5 FOR TYPICAL NOTES) > <br />11HOMN" (D <br />rn <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />OPENINGS. >i <br />00 <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE < <br />ON DETAIL SHEET. 0 <br />Cy <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS a) <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. z <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH U.1 <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. (D <br />LU <br />4, HIGH UPLIFT CONNECTION: w <br />• FASTEN EVERY STUD TO TOP PLTw/ SP2 OR SDWC15600@ MAX 16" O.C. 0 <br />0 <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST 0 <br />LEVEL 0') <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) U) z <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 r1_ <br />OR (2) SDWC15450 @ MAX 16" O.C. Z0 U) <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />5, FASTEN EACH BEAM TO MASONRY W/ META12 U) w <br />U) Illim <br />LU <br />z U z WU) <br />ttJ 0 w <br />w <br />W <br />z L) 0 <br />0 > <br />LL, 0 <br />W <br />w <br />w <br />o W W <br />0 d. <br />i x <br />LL <br />z <br />0 z <br />F_ 0 <br />0 <br />w <br />0 F_ <br />Q_ z <br />0 <br />w C(f <br />a_ <br />UL <br />w <br />cr_ Abbott Park <br />0 <br />_j <br />U_ LOT 001-03-A 0 <br />< w <br />< <br />z z <br />0 <br />. .. ........ . .... . ...... - PROJECT NO: w <br />0 0 <br />LINTEL SCHEDULE 0 j 2019.007601 <br />U_ <br />z --- 0 <br />LINTELMAX CLEAR OPENINGLINTEL COMMENTS DRAWN: <br />DESCRIPTION CRD <br />0 <br />WLf) <br />CHKO: <br />L-1 161-01, 8F-1 -32 GARAGE DOOR x EAF <br />L-2 3'-Y-_ 8U8 LU w <br />. . ..... _' I . ..................... . . . ....... ..... . ...... .............. . ... 11 ........... ---------- CIL <br />L-3 6-0" 8F-16 <br />< <br />L-4 8'-0 8F-16 SGD < <br />14f.* C/) <br />L-5 8'-8" 8F-16 REAR PORCH -(IN LA <br />.......... . - ............ . . ......... .. .............. . . . ............. - ........... .. ........ ............. ..... I - ........... -1.11-1 ...... . .... ......... ....... �/q �.-" <br />L-6 7'-0" 8F-16 REAR PORCH U) <br />__ - — __ __ - ____ , —, — --- >_ 0 •Nq (D <br />L-7 7'-8" 8F-16 REAR PORCH co 4$' z <br />%% .. <br />L-8 1'-4" FRONT PORCH N 8 16 <br />L_ 4'-4" 8F-16 . .... .... L . ....... FRONT P_O_RCH Uj <br />........ .. ....... . ............ .. z <br />0 <br />OF <br />w STVAOF <br />0 <br />z <br />0 R <br />z 3: <br />8/0 N M-0 <br />< <br />0 09125/2019 <br />w <br />I'_ <br />0 REVISIONS: <br />U_ <br />No. Description Date <br />< — - --- - LU <br />< <br />_j 0 L - ----------- - <br />. ........ . . ..... <br />0 z <br />Z. . . . ... . ... ............ . ............ .. <br />0 <br />0 <br />LLJ <br />x <br />LU ST=3 <br />CMU/METAL CONNECTOR ENGINEERING <br />
The URL can be used to link to this page
Your browser does not support the video tag.