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INTERIOR HEADER <br />50HEOULE <br />OPENING 51ZE <br />HEADER SIZE <br />UP TO3'-4" <br />2-211x6" <br />3'-5" TO 5'-4" <br />2 - 2" X 8" <br />5'-5" TO S'-6" <br />2 - 2" X 10" <br />8'-1" TO 12'-6" <br />2-2 so x 12" <br />REGU I RED AT LOAD <br />BEARING Y*4ALL <br />16d NAILS ®- <br />16" O/C TYP. <br />0 F°°R <br />Ni C <br />/- SINGLE 2to0" <br />CRIPPLE STUD <br />TYPICAL <br />2--SiMPSON LSTA18 * <br />UNLESS NOTED OTHERWISE <br />2-ROWS 16d NAILS STAGGERED 0 <br />16" O/C EACH FACE OR 3-ROWS <br />16d NAILS STAGGERED 9 16" O/C <br />FOR 2"00" OR GREATER HEADER <br />DOUBLE 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 />2"x4" STUDS TYP. <br />SiMPSON H TT16 W1 5/8"0 <br />HILTI KWIK BOLT If ANCHOR <br />W/ 6" EMBEDMENT U.N.O. <br />P.T. SOT. PLATE <br />' UPLIFT CONNECTIONS REQUIRED <br />AT LOAD BEARING WALLS <br />LOAD BEARING/EXTERIOR <br />UJALL. HEADER DETAIL. <br />NAILING SCHEDULE <br />Connection <br />Joist to band joist, face nail <br />Joist to sill or girder, toe nail <br />Bridging to joist, toe nail each end <br />Ledger strip <br />Sole plate to joist or blocking, face nail <br />Top or sole plate to stud, end nail <br />Stud to sole plate, toe nail <br />Double studs, face nail <br />Double top plates, face nail <br />Continuous header, two pieces <br />Ceiling joists to plate, toe nail <br />Ceiling joists, laps over partitions, face nail <br />Ceiling joists to parallel rafters, face nail <br />Rafter to plate, toe nail <br />Built up corner studs <br />Built-up girders and beams, of three members <br />Fastener <br />Number of Spacing <br />16d common <br />3 <br />8d common <br />3 <br />8d common <br />2 <br />16d common <br />3 at each ,joist <br />16d common <br />16" o.c. <br />16d common <br />2 <br />8d common <br />4 <br />10d common <br />24" o.c. <br />10d common <br />16" O.C. <br />16d common <br />16"o.c. along each edge <br />8d common <br />3 <br />- <br />3-16 or 4-10d common <br />8d common <br />3 <br />16d common <br />24" o.c. <br />10d common <br />32" o.c. at top and bottom and <br />Wood Structural Panel/Subflooring 19/32"-3/4" <br />10d common or <br />6" <br />o.c. edges and <br />10d hot dipped galy. box nails <br />12" o"c. intermediate <br />Wood Structural Panel/Roof & Wall Sheathing <br />8d common or <br />6" <br />o.c. edges and <br />8d hot dipped galv. box nails <br />6" <br />o.c. intermediate and <br />4" <br />o.c. gable truss <br />Gypsum Wallboard <br />13/8" drywall nail <br />7" <br />o.c. on ceilings <br />8" <br />o.c. on walls <br />1/2" <br />1 V2" drywall nail <br />7" <br />o.c. on ceilings <br />5/8" <br />8" <br />o.c. on walls <br />3 tab asphalt roofing shingles <br />1. `/4" min. <br />6 fasteners per shingle <br />11 ga. Galy. <br />nails with min. <br />3/8" diameter head <br />ALTERNATIVE <br />ANCHORAGE METHOD <br />�1 <br />I + I <br />L-J <br />SI MIPSON -HD2A7 W/ 5/8" <br />!d BOLT ANCHOR W / B" <br />EMBEDMENT BELOW <br />(TYP.) EACH SIDE <br />EXTERIOR FINISH <br />7MG" EXT. O.S.B. <br />• (3) 2"'x_ JAMB <br />1"x TRIM <br />1 "x_ DOOR STOP <br />1 /2" GYP. BOARD - --I <br />2"x 8" P.T. WOOD JAMB DOOR AND CONNCEI <br />PER GARAGE DOOR <br />MANUFACTURER <br />FRAME GARAGE DOOR JAMB DETAIL <br />PANEL <br />(SHEATHIN <br />) ATTACHMENT <br />SCHEDULE <br />4'-0" <br />TA 'A' <br />TERNATE NAIL SPACING <br />'B' <br />ER TABLE AT LEFT <br />0 <br />e <br />8 <br />toe o <br />0 4' x 8' SHEET OF PLYWOOD <br />'� <br />SHEATHIN RF_FER TO OTHER <br />NOTES AT WALL SECTION OR <br />• <br />• OTHER DETAIL FOR THICKNESS <br />z <br />AND GRACE <br />1K <br />s <br />oo <br />e e <br />• <br />e56 <br />NAIL SPACING AT INTERMEDIATE <br />o e <br />FRAMING 12" O.C. MAX. <br />. (TYP.) <br />TYP. <br /># N <br />e <br />o <br />W <br />o <br />t- <br />p a <br />• e <br />e <br />I <br />W <br />o <br />40 <br />e o <br />e <br />0 o e o o e o <br />0 <br />NAILS SNGLE ROW <br />NAILS DOUBLE ROW= <br />1. PLYWOOD PANELS SHALL 0 <br />THE TOP MEMBER AN THE <br />BOTTOM PLATE BY 1 1/2 ' <br />ANO A SINGLE ROW OF FASTENERS <br />SHALL BE PLACED 3/4' <br />PANEL EDGE. <br />2. PLYWOOD PANELS SHALL <br />THE TOP MEMBER OF THE <br />DOUBLE TOP PLATE PLATE <br />AND THE BOTTOM PLATE BY 1 1/2•. <br />ROWS OF FASTENERS SH <br />BE 1/2' APART WITH A MINIf�IUM <br />EDGE DISTANCE OF 1/2'. <br />CH ROW SHAM HAVE NAILS AT <br />THE SPECIFIED SPACING. <br />SIIEAR <br />ACTES <br />FOR COMMON SH <br />WALL MATERIALS <br />MATERIAL <br />SHEATHING <br />NAIL <br />NAIL SPA <br />SHEAR CAPACBOARD IT <br />NAIL SPACING RE <br />FOR SHEARWALL DESIGN- <br />TABLE 'A' <br />8dO6"Ac12' <br />Ib0 <br />dt12' 11 <br />adO4"tlC12" <br />11 1GdO6'At12" <br />ALTERNATE NAIL SP <br />CING AT TOP BTM. PANEL <br />EDGES <br />" 4' <br />3" 11 <br />6' <br />3' <br />6' <br />s• <br />4' <br />3" <br />CAPACITY (P10 <br />94 <br />189 <br />0 <br />11 <br />237 <br />N/A <br />0 <br />tt <br />0 <br />142 <br />28S <br />6>i <br />3T7 <br />566 11 <br />237 <br />4 <br />4 <br />710 <br />t18 <br />35S <br />59 <br />285 <br />570 <br />SSS <br />WALL FRAMING <br />ALUMINUM WINDOW FRAME <br />3 - #8 x 1 1 /4" SCREWS <br />PER SIDE (8 TOTAL <br />PER WINDOW) <br />1 x 2 P.T. BUCK STRIP NAILED <br />TO FRAMING w/ 1Od NAILS 8" O.C. <br />WiNDOW TO FRAME <br />ATTACHMENT DETAIL <br />STRUCTURAL NOTES: <br />SCALE: N.T.S. <br />1. CODES: <br />1.1 Current edition of The Florida Building Code Residential 2011 bth Edition. <br />1.2 Building code requirements for reinforced concrete (AGI 318.06). <br />1.3 American Society of Givii Engineers minimum design loads for buildings and <br />other structures (A5GE '1.05). <br />2. SOILS: <br />2.1 Assumed allowable soil pressure 1,500 P51. <br />3. CONCRETE: <br />3.1 Concrete compressive strength at 28 days: 3,000 PSI (Normal weight). <br />3.2 Reinforcing bars: A5TM A615 (Grade 60). <br />3.3 Welded wire fabric (WWF): A5TM A185. <br />3.4 Detail reinforcement in accordance with AGI 315. <br />3.5 Concrete coverage of reinforcement: Footings 3; bottom and sides. <br />3.6 Earth supported slabs: (Including exterior walk and driveway slabs) 3 <br />%" thick, reinforced with b x 6 -10 x 10 WWF at mid depth of slab. <br />Fiber -mesh may be used in lieu of WWF at contractor's option. <br />3.'I Concrete operators shall Comply with AGI standards. <br />3.8 Lap splice shall be as follows: #5 bar 25"; #4 bar 20" and #3 bar 15". <br />4. MASONRY: <br />4.1 Design and construction shall conform to the specification of the <br />National Concrete Masonry Association and AGI 530. <br />4.2 Minimum masonry unit strength: fm 1,900 P51. <br />4.3 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 wall is greater than 24" tall above grade. <br />5. WOOD: <br />5.1 Waod structural framing members: #2 Southern Yellow Pine (unless noted <br />otherwise) with an allowable bending stress (fb) per ND5-91 = 1,250 P51 <br />and a modulus of elasticity = 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: 1/2" G-D grade plywood (or 15/32" 05B) under 30# <br />felt under 240# fiberglass shingles. <br />5.4 Untreated wood shall not be in direct contract with Concrete. Seat <br />plates shall be provided at bearing locations without wooden top plates. <br />�nH of spa <br />rw1. <br />(AND #2 5YP 2X4116' OLJ <br />I) II <br />90TT PLATE� <br />w. snAs <br />SFEAR PANEL - C,ON515T5 OF I/1" GDX PLYWOOD <br />NAILED WITH 8�d GOI��ION NAILS AL50 6LUE YEN <br />�"f 18LE 3' DEC.. ED6Ea E 4" OL. FIELD. ALL <br />OTHER PLYWOOID BETrEEN SHEAR PANELS <br />NAILED WI'M 8d G01'�'�ON NAILS 4" OL. 8" <br />OL. PIf1D. ALL PLYWOOD ED6E5 ON SFIEAR PALL <br />AREAS] SIJF'PIORT� BY 2x4.5HEAR PAt�L. 8JD5 <br />w/ (?) 51MP50N 1,',MST (STRAP) (OR f�l1Al,) NAILED <br />TO EA. STUD (TOP +t BOTTOM). <br />1 <br />�34Ax�10� T <br />I NGHOR tOR 6' <br />M�nb�l? <br />A1" Al COPN�pS ANp <br />Op�NINGS (Tyr,) <br />TYPICAL. BAR WALL PANEL <br />(W�t SHEAR LEN15TN 15 LEA THAN 2'-0"- <br />UaE ELNERS OR Eg1AL hkaOD 6LUE IN <br />ADDITION TO NAILING) <br />WOOD FRAME WALL <br />MOLDING <br />PRE -HUNG DOOR FRAME <br />SHIM AS NECESSARY <br />1Qd NAILS (� 16" O.C. <br />3/4" FURRING NAILED TO <br />FRAMING Wf 10d NAILS <br />_ t�8"O.C. <br />FRAME DOOR ATTACHMENT DETAIL <br />6" LONG LAG BOLTS MIN. <br />1/2" OIA. W/WASHERS <br />(2,� #5 EPDXY GROUTED <br />B" INTO EXIST. FTC. ____ <br />EXIST WOODFRAME WALL <br />('2) 2 x4 " TP !� <br />.. " <br />< / <br />FRAME WALL_TiE--IN DETAIL <br />SCALE N.T. S <br />1/2 A.B. �4 O.C. <br />A. <br />NOTE: <br />PLATE LENGTHS MUST BE <br />AT LEAST 8'-0" LONG (TYP.) <br />TOP SPLICE <br />-OVER STUD <br />DOUBLE 10d <br />;� ,r--10d @ 8" O.C. <br />BOTTOM SPLICE <br />OVER STUD <br />TYPICAL TOP BEARING PLATE SPLICE <br />SHEAR Y�lALLS <br />NOTE: ALL FRAME PERIMETER <br />Y�lALLS ARE TO BE CONSIDERED <br />SHEAR Y�IALL SEGMENTS EXCEPT <br />AT DOOR AND Y�tINDOY�t OPENINGS <br />AND YVALL LENGTHS LESS THAN <br />2'-8" IN LENGTH. <br />NAILING PATTERNS &SPACING @ <br />SHEATHING FOR SHEAR APPLY <br />TO ALL EXTERIOR YVALLS. <br />DOUBLE (5.Y.P) <br />FRAMING r- 2x4 TOP PLATE <br />L9 <br />CRIPPLE STUDS (5•Y.P) <br />HEADER (S.Y.P) <br />51MP50N "LSTA-30" STRAP <br />OR EQUAL) NAILED TO EA H <br />STUD w / (2) 16d COMMON <br />(EACH STUD) <br />HEADER STUDS S.Y.P <br />NOTE: � <br />SINGLE HEADER STUD <br />FOR OPENINGS b' AND LE55 <br />DOUBLE HEADER STUDS FOR <br />OPENINGS GREATER THAT 8'-0" <br />NO <br />NOTE: <br />(2) 51MPSON HD TYPE HOLD DOWNS REQUIRED <br />AT THE BEGINNING 8 END OF THE SHEAR WALL <br />NEXT TO A MINIMUM DOUBLE STUD <br />TYP. EXTERIOR FRAME OPENING (1st STORY) <br />in <br />In <br />LU <br />WE <br />LICENSE <br />No 4743 ,. <br />i STATE OF <br />�j FLORIDA <br />FULL LENGTHI <br />WAIL STUDS <br />(S.Y.P)iI <br />D'pitaly signed by Ram Goel <br />DN: <br />E"80neyfmite�oo.com, <br />Ram GoeICN+Ram God <br />DU"ENGINEERiNG, <br />O=3onay FM LLC, <br />L■Tampa, S=Fbtlea, C=US <br />Date: 2022.08.1 t <br />10:12:4e-04'oo' <br />I HEREBY CERTIFY THAT 1 HAVE REVIEWED <br />AND SUPERVISED THE ATTACHED DESIGN <br />AND FOUND IT TO BE IN COMPLIANCE WITH <br />THE 2020 F.B.G. RESIDENTIAL lTH EDITION <br />This item has been electronically signed and <br />sealed by Ram Goel using a Digital <br />Signature and date. Printed Copies of this <br />document are not Considered signed and DR. RAM A. GOEL, P.E.(#4"1431) <br />sealed and signature must be verified on any 50NEY FM LLG, GA # 9i46 <br />electronic copies GORY LAKE PROFESSIONAL CENTER <br />10329 GR055 CREEK BLVD., SUITE P <br />TAMPA, FL 3364'I Ph: 813-293-1868 <br />