My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
7337 Steer Blade Dr
Zephyrhills
>
Building Department
>
Building Plans
>
7337 Steer Blade Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 12:03:50 AM
Creation date
2/19/2025 11:11:46 AM
Metadata
Fields
Template:
Building Plans
Street #
7337
Location
Steer Blade Dr
Contractor
DR Horton
Building Plans - Permit #
1733
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
28
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
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 }" NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }'NAILS TO GIRDER AND <br />(2) SIMPSON HETAi6 TRUSS ANCHORS <br />WITH (12)16d x 3 }" NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12"O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U: 1810 LBS, L770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />1a 1b 1c TYPICAL TRUSS/ 3QAL : 4' <br />GIRDER CONNECTOR(S) <br />SERffB <br />BACIGR BLOCK <br />11YGBiE89 <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 1/2' WOOD PANELS <br />60 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />ENGINEERED WOOD TRU <br />@ 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 -� <br />TRUSS ANCHOR WITH <br />(9)10d x 1 J" NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2". 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />X.—A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDE <br />k x 2 }" TO GIRDER <br />B{I) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2)}' x 5" TITEN HO TO CMU AND (18) SOS }" x <br />lx2, 2x WOOD FASCIA <br />3" TO GIRDER <br />SEE ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />(2) ) x 5"IITEN HD TO CMU AND (18) SDS }'x 3' <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12" O/C SEE SCHEDULE <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />`a `b `c GIRDER CONNECTOR(S) '=1 <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4) 1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2" COVER & 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=1'-0" <br />3/4" B 2X4 No.2 SYP DIALRACE W/ (3)12d � EA. BLOCKING EN <br />T & G SUBFLOOR GLUED AND . TRUSSES WHERE <br />SCREWED AS PER SCHEDULE BX-BRACING IS PRESENT AT <br />TRUSS (DIAG. BRACE TO <br />BACNERBLOCI( COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />SHIES THORM 0'-0" TO 30'-0" (1) W BRACE SEAMS) <br />LSTA12 20 GAUGE 4600 3/4" WOOD PANELS 30'-1" TO 6U-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />W/ 10dx"2 HOG COMMON NAILS. <br />EACH END TOTAL OF 10 6000 (2) 1/2" WOOD PANELS (1) "X" BRACE DI CENTER TO BLK W/ BOLT <br />DIA. <br />(� (2)'9(" BRACE DIVIDED EQUALLY <br />60 (2) 1/2" WOOD PANELS FROM CENTER TO END. ANCHOR BOLT W/ 2" <br />90 2x LUMBER 6'-0" MAX (W/1 X4) WASHER SET IN HIGH <br />OR 10'-0" MAX (W/2X4) 2x WOOD FASCIA, STRENGTH EPDXY 6" <br />le SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />LVUIJOIST WITH m�/s PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BACKER BLOCK 1x4 DIAGONAL P.T. PLATE W/ 12d's 8" <br />PRE-ENG I -JOIST BTM. CHORD STIFFBACK (AS PER O.C. MAX <br />6/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD yy PLAN FOR LOCATION EACH <br />SECURE I -JOIST TO TOP PLATE N J F- REQUIRED MAY NOT E T2) 10d's0 BE INSTALLED (� SS <br />w/ (2) 12d TOENAILS r, a 10'-0" O.C. MAX. <br />DOUBLE TOP PLATE BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />HTT4 W/ 518" A.B. WITH <br />x4 OR 2x6 WOOD BEARING SEE SCHEDULE FOR <br />2 <br />MIN. T' EMBEDMENT BOND BEAM REQ. <br />WALL W/ SYP No 2 STUDS SEE TO SLAB & (18)16d x <br />PLANS FOR SPACING. SINGLE 2-1/2" NAILS TO POST., T' <br />BTM. PLATE TO BE PT. POST TO SIT DIRECTLY �;( <br />PROVIDE DBL. TOP PLATE ON SLAB � I j I <br />PROVIDE BLOCKING <br />1/2" GYP. WL. BO. <br />4 I -JOIST CONNECTION L.B.W. <br />6CALE:3/4"=l'-0" (NO UPLIFT) <br />d <br />.1 <br />DEPTH 1/4'D <br />Lu <br />—HOLE EDGE >518" <br />—HOLE DIAMETER <br />< 2/5°D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM. - <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />0 <br />SCALE: 1 1/2"=1'-0" <br />LVL/WOOD POST CONNECTIONS <br />5 SCALE: 3/4"=1'-0" <br />Wmp <br />IRE <br />.NM <br />mm <br />LE EDGE >5/8" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22) 16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. <br />B - SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. <br />C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" <br />HOLE DIAMETER MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />< 3/5'D DBL. STUD E - SIMPSON HGUS28-3 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 3/4"=V-0" <br />ix4 BTM. CHORD BRACING 6-0" O/C —/ SEND WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD �+ /L <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE T <br />CHEDUL <br />SCHEDULE SEE FRAMING PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE w <br />5 1/2" MIN. EMBED. (TYP) <br />EF <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />HEA <br />PLACED INTO GROUTED CELLS, WALL AROUND <br />BOLT, <br />Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />LAP MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />Z <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN 6" O/C. <br />S. IN LIEU OF HILT] PAPS SIMPSON TITEN 1/4" <br />(2) _ PT <br />DIA. x 3" MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />BEDGESPACNG <br />CENIRALSPACNG <br />A <br />DOUBLE 2x8 <br />1/2" <br />8" O/C <br />16" O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />112" <br />8" O/C <br />16, O/C <br />D <br />DOUBLE 2x10 <br />3/4" <br />8" O/C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />3/4" <br />6" O/C <br />16" O/C <br />F <br />DOUBLE 2x12 <br />3/4" <br />6" O/C <br />I I O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=V-9' <br />0�� BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3(4"=1'-0" <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />811 ALTERNATE MATERIALS <br />SCALE: 3/4"=V-9' <br />A A C N I T! C T 8 <br />G <br />n <br />WOI41 N. RONALD R EAGAN BU <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA#:0003326 <br />BVHDIV. de LOT.• <br />SILVERADO <br />LOT: 19 <br />BLK: 14 <br />PROJECT# <br />03719.000-19141 <br />MODELa <br />"2045-LANTANA" <br />GARAGE OWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH <br />
The URL can be used to link to this page
Your browser does not support the video tag.