Laserfiche WebLink
INTERIOR HEADER 5GHEDULE <br />OPENING 51ZE <br />HEADER 51ZE <br />UP TOV-4" <br />2-2"x6" <br />3'-5" TO 5'-4" <br />2 - 2" x 8" <br />5'-5" TO 8'-b" <br />2 - 2" x 10" <br />W-7" TO 12'-b" <br />2 - 2" x 12" <br />- _ <br />REQUIRED AT LOAD <br />BEARING WALL <br />*2N LSTA18 <br />D OTHERWISE <br />WS 16d NAILS STAGGERED 0 <br />/C EACH FACE OR 3-ROWS <br />NAILS STAGGERED 0 16' O/C <br />2"x10"OR GREATER HEADER <br />t6d NAILS16" 0/C TYP.BLE HEADER W/ 1/2" <br />FLITCH PLATE <br />FILLING AND BLOCKING AS <br />REQUIRED FASTENED TO <br />HEADER W/ (2) 16d 0 16' O/C <br />UNLESS NOTED OTHERWISE <br />SINGLE 2"x4" � 2"x4" STUDS TYP. <br />CRIPPLE STUD <br />TYPICAL <br />SIMPSON HTT16 W/ 5 8"0 <br />HILTI KIMK BOLT II ANCHOR <br />W/ 6" EMBEDMENTU.N.O. <br />/ P.T. BOT. PLATE <br />o OAR <br />eNA'1'C <br />UPLIFT CONNECTIONS REQUIRED <br />AT LOAD BEARING WALLS <br />LOAD BEARING/EXTERIOR <br />WALL HEADER DETAIL <br />NAILING EIGHEDULE <br />Connection <br />Fastener <br />Number of Spacing_ <br />Joist to band ,joist, face nail <br />I6d rommon <br />3 <br />Joist to sill or girder, foe mil <br />Nd common <br />3 <br />Bridging to joist, me mil each end <br />Rd common <br />2 <br />Ledger strip <br />16d common <br />3 at each joist <br />Sole plate to joist or blocking, race nail <br />16d common <br />16" o.c. <br />Top or sole plate to Brad, end nail <br />16d common <br />2 <br />Stud to sale plate, the nail <br />Rd comma. <br />4 <br />Double studs, face nail <br />10d common <br />24" u.c. <br />Double top plates, face nail <br />10d common <br />16" o.c. <br />Continuous header, two pieces <br />16d eommam <br />16"o., slang each edge <br />Ceiling joists to plate, toe nail <br />8d common <br />3 <br />Ceiling joists, laps aver partitions, face nail <br />- <br />Ceiling joists t . parallel rafters, face nail <br />- <br />3-16 or 4-I0d common <br />Rafter to plate, toe nail <br />Sd common <br />3 <br />Built up earner studs <br />16d commam <br />24" o.c. <br />Built-up girders and beams, of three members <br />10d common <br />32" o.c. at top and bottom and <br />staggered 2 ends and at each splice <br />Wood Structural Panel/Subtlooring 19/32"-3/4" <br />10d nammon ae <br />6" n.e. edges and <br />10ki hot dipped gamy. box nails <br />12" o.c. intermediate <br />Wood Structural P... VR""f & %4.0 Sheathing <br />Nd common or <br />6" a.. edges and <br />Nd hot dipped gal, has nails <br />6" u.c. intermediate and <br />4" o.c gable truss <br />Gypsum YYa116uard <br />1 "" drywall nail <br />7" o.c. on ceilings <br />N" o.c. on walls <br />F2" <br />1 Y" drywall nail <br />7" a.c. no Ceilings <br />518" <br />N" u.c. on watts <br />3 tab asphalt roofing shingles <br />11W, in. <br />6 fasteners per shingle <br />11 ga. Gal. <br />nails with min. <br />3/8" diameter head <br />ANCHORAGE METHOD d BOLT ANCHOR W f 6" <br />EMBEDMENT BELOW <br />(TYP.) EACH SIDE <br />EXTERIOR FINISH <br />7116' EXT. O.B.B. <br />(3) 2-r_ JAMB <br />I"a_ TRIM <br />i"a_ DOOR STOP <br />� + I <br />1 1" G P. <br />8"P.T.WOODJAMB- DOOR AND CONNCE <br />PER GARAGE DOOR <br />MANUFACTURER <br />FRAME GARAGE DOOR JAMB DETAIL <br />T* WALL FRAMING <br />ALUMINUM WINDOW FRAME <br />3 - #B a 1 1/4" SCREWS <br />PER SIDE (B TOTAL <br />PER WINDOW) <br />1 r 2 P.T. BUCK STRIP NAILED <br />TO FRAMING R/ 10d NAILS B' O.C. <br />WINDOW TO FRAME <br />ATTACHMENT DETAIL <br />SCALES N.T.S. <br />STRUCTURAL NOTES: <br />1. CODES: <br />1.1 runent edition of The Florida Building rode Residential 2011 bth Edition. <br />1.2 Building code regulmments for reinforced concrete (ACI 316.06). <br />1.3 American Society of Civil Engineers minimum design loads for buildings and <br />other structures (ASCE 1.05). <br />2. SOILS: <br />2.1 Assumed allowable soil pressure 1,500 PSI. <br />3. CONCRETE: <br />3.1 Concrete compressive strength at 28 days: 3,000 P51 (Normal weight). <br />3.2 Reinforcing bars: A5TM A615 (Grade 60). <br />3.3 Welded wire fabric (W NF): ASTM At 55. <br />3.4 Detall reinforcement in accordance with ACI 315. <br />3.5 Concrete coverage of reinforcement: Footings 3; bottom and sides. <br />5.6 Earth supported slobs: (Including exterior walk and driveway slabs) 3 <br />Y" thick, reinforced with b x b - 10 x 10 V NF at mid depth of slab. <br />Fiber -mesh may be used in lieu of W 4F at contractor's option. <br />3.1 Concrete operators shell wmply uAth ACI standards. <br />Safi Lap splice shall be as follows: tt5 bar 25"; #4 bar 20' and #3 bar 15'. <br />4. MASONRY: <br />4.1 Design and construction shall conform to the spedfication of the <br />National Concrete Masonry Association and ACI 530. <br />4.2 Minimum masonry unit strength: fin 1,900 P51. <br />4.5 Mortar shall be type'S' or'M'. <br />4.4 All block cells and cavities below grade shall be filled with concrete <br />when stem well Is greater than 24" tall above grade. <br />5. WOOD: <br />5.1 Wood structural framing members: #2 Souther Yellow Pine (unless noted <br />otherwise) with an allowable bending stress (fb) per NOS-91 - 1,250 P51 <br />and a modulus of e1astics6y = 1,600,000 P51. <br />5.2 All exposed wood or wood in contact with earth or concrete to be pressure <br />treated. <br />5.3 Roof sheathing: 112" C-D grade plywood (or 1552" OSB) under 30# <br />felt under 240# fiberglass shingles <br />5.4 Untreated wood shall not be In direct contract with concrete. Seal <br />Plates shall be provided at bearing locations without wooden top plates. <br />`DOLBLE TOP PLATE <br />ROOF FRAMING -i / N n <br />LENGTH <br />of SHEAR <br />WALL <br />(02 5YP <br />2X49 16' <br />OL) <br />AEI BOTf�Ot1 <br />P�LAT� <br />ALL STUDS <br />SITAR PANEL - (061ST5 OF V2' COX PLYWOOD <br />NAILED WITH 8d COMMON NAILS AL50 6WE WHEN <br />F05510a 3' OL. E06E5 4 4' OL. FIELD. ALL <br />OTHER PLYWOOD BEfYffN SHEAR PANELS 15 <br />NAILED WITH Bd COMMON NAILS 4' OL. ED6E5 6' <br />OL. FIELD. ALL PLYWOOD ED6E5 ON SHEAR PANEL <br />AREAS) 51LIPFlORTED BY 2x4, SHEAR PANEL ENIDS <br />N/ (2) SIMPSON CMST (STRAP) (OR EOUAIJ NAILED <br />TO EA 51UD (TOP t BOTTOM). <br />3 4 m x�IOANGFII OR BOLT <br />ALT. 3/4'q x b' DRILL IN <br />ANCHOR (OR KijA1J EMMPVE17 <br />Af ALL CO�NER5 IWO <br />OnNIN65 (TYP) <br />TYPICAL SHEAR WALL PANEL <br />(W$TI SHEAR Lff6TH 15 LEh THAN 2'-0"- <br />USE F1M� OR EQUAL A00D GLUE IN <br />ADDITION TO NAILIN5) <br />WOOD FRAME WALL <br />MOLDING <br />PRE -HUNG DOOR FRAME <br />SHIM AS NECESSARY <br />10d NAILS @ 16" O.C. <br />3f4" FURRING NAILED TO <br />FRAMING W/ 1Od NAILS <br />@ 8" O.C. <br />FRAME DOOR ATTACHMENT DETAIL <br />(2) 2-x4- TP 2 <br />6" LONG LAG BOLTS AWN. <br />1/2" DIA. W/WASH£R$ <br />(2) 5 EPDXY GRGU� y- <br />e' INTO Exist. Frc <br />FRAME WALL TIE-IN DETAIL <br />SCALE N.T.S <br />112" A.B. 04' <br />OVER STUD <br />DOUBLE III <br />10d 0 B" C.C. <br />TE. <br />III -BOTTOM SPLICE aTE LENGTHS MUST BE OVER STUD <br />LEAST 8`0" LONG (TYP.) <br />TYPICAL TOP BEARING PLATE SPLICE <br />r-WI-AV wet I a <br />NOTE: ALL FRAME PERIMETER <br />WALLS ARE TO BE CONSIDERED <br />SHEAR WALL SEGMENTS EXCEPT <br />AT DOOR AND WINDOW OPENINC75 <br />AND WALL LENGTHS LE55 THAN <br />2'-8" IN LENGTH. <br />NAILING PATTERNS & SPACING @ <br />SHEATHING FOR SHEAR APPLY <br />TO ALL EXTERIOR WALL5. <br />DOUBLE (S.Y.P) <br />�---FLOOR FRAMIN � �DM TOP PLATE <br />WB IW81 IW81 ryWl <br />ORIPPLE STU05 (S.T.P) <br />(J <br />MEr,DER(S.Y.P) <br />SIM-04 -USTAAP STRAP <br />R EOUAL) NAILED TO <br />STUD .I (2) 116d COMMON <br />(EACH STUD). <br />HEADER STUDS S.Y.P <br />FULLLEN6TH <br />NOTE: <br />rAhLL STUDS <br />SINGLE HEADER STUD <br />(B.Y.P) <br />FOR OFENIN65 b' AND LE55 <br />DOUBLE HEADER STUDS FOR <br />OPENINGS GRahTER THAT N-0' <br />NO CONNECTOR <br />REQ <br />D <br />NOTE: (Z) SIMPSON HD TYPE HOILD DOWNS REQUIRED <br />AT THE BE6INNIN6 B END OF THE SHEAR WALL <br />NEXT TO A MINIMUM DO BLE STUD <br />TYP. EXTERIOR FRAME OPENIN6 0 st 5TORY ) <br />O�\\\`M A IG <br />LICENSE I <br />No 4743y+ <br />STATE OF <br />FLORIDA �1 <br />This Item has been electronically signed and <br />Sealed by Ram Goes using a Digital <br />51gnature and date. Printed copies of this <br />document are not considered signed and <br />sealed and signature must be wflfled on any <br />electronic copies <br />Ram GoeI ,ce. <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />AND SUPERVISED THE ATTACHED DESIGN <br />AND FOUND IT TO BE IN COMPLIANCE WITH <br />THE 2020 F.B.C. RESIDENTIAL TTH EDITION <br />OR. RAM A GOEL, P.E.(1M1431) <br />SONEY FM LLC, CAR 9146 <br />GORY LAKE PROFESSIONAL CENTER <br />10329 OR055 CREEK BLVD., SUITE P <br />TAMPA, FL 33b41 Ph: 813-293-1668 <br />r <br />