Loading...
HomeMy WebLinkAboutPLANSExisting Open Structure Existing Enclosed Structure 275' Existing Dirt Roadway 421 55.51 Existing Dirt Roadway Existing Dirt Roadway FFE is BFE of Natural Grade Open Pole Barn Structure for Permit Existing Fence Property Boundary N BILE COPY too o�-a 39 RE IE ED � R CODE COMPLIANCE sir. LUCIE COMTY BOCC M Eo ENSF...1 0*' ,731 9 STATE C 6GANNED BY St. Lucie COU1 N 00€ �0 nE 0 J E v N v rn N J LLI I � r W 7 0 a w 0 r Q ++ M � � I Q Ln � N N C N CD 0 v tr M w O No w = CD a W oU 00 c9 U Z m m O_ y� � O W Z W CrO Y U O Ld w x Z 0 O 0) m CS WLL J O� a LL w00 C/) 0 s E /�/� m LL. O W Q m` Z. J 0U`° N PROJECT NO. 19-061 SHEET C-1 FOUNDATION & POLE LAYOUT EAST / WEST SIDE VIEW Pre -Fabricated Wood Trusses @ 24" o.c. 26 ga. 5V Metal Roof Panels 44' 18'9" AFF over 2x4 Batten @ 24" c.c. Partial Siding 161 " AFF 26 ga. 5V Metal Panels 1' Eave — 26 ga. 5V Metal Roof Panels a 3 2x12 Header over 2x4 Batten @ 24" c.c. 12 _ Joist O 10' AFF 1 of µ� (Top of Post) 16'3" � Partial Siding 13' 2 z" (Top of Beam) C.C. 26 ga. 5V Metal Panels 6x6 Wood Post 10' LEAN TO MAIN FRAME I LEAN TO SECTION SECTION SECTION 13'8" 1318" _T C.C. C.C_ 01 11'11" C.0 La a 18'9" AFC 16"" AF 26 ga. 5V N Panel: Batten ( 10' AF NORTH / SOUTH SIDE VIEW 18" Eave ing els (0 E r` nE r1 0 0 JE IL �y J w W E d D 7 0 w s� M Q }+ M o Q � N r N o N w r7 (D ck� V) O N o w U r Q I� a � � o N a o U (6Y Z m m O Z W W C5 Y _ U O w = Z w U z L0 r Q tL 1�1 I 06 l— D 0 Q J z m W 0 0- WLL J a� O� U IL � a- LL a 11 22 � � E �r U Uj QW O m Z J 0U�0 PROJECT NO. 19-061 SHEET S 2x12 Header Joist on Each Side of Posts wl (1) 2" 0 Carriage Bolt & (6) 8d Nails Thru Posts EAST / WEST SIDE VIEW 2x6 Brace on Each Side of Post wl 2" 0 Carriage Bolt & (3) 16d Nails @ Each End Additional 2x6 Brace Along Width of Post wl (3) 16d Nails Each End 24" 0 x 36" Deep Isolated Concrete Footer w/ Post Base Connector (2) 2x6 Intermediate Blocking Along Headers NORTH / SOUTH SIDE VIEW Pre -Fabricated 2x4 Wood 2x4 Continuous 2x4 Cc Roof Batten Cc from Ridge 2x6 Rc C (Lean To (2) 2x12 Rafter Beam (2) 2x6 Siding Plate 12" 2x6 Spacer 2x6 Rafter 2x6 Rafter Fascia (2) 2x10 Rafter Beam 2x4 over 2x6 Siding Plate UPPER MAIN FRAME DETAIL Pre -Fabricated 2x4 Wood Truss Frames @ 24" o.c. Simpson H1 Hurricane Tie 2x6 Truss Fascia ® i I (2) 202 Rafter Beam ~� wl (2)."0 Carriage Bolt Thru Each Post Eli 2xl 2 Header Joist (2) 2x6 Siding Plate Simpson H1 Hurricane Tie +2 /--- 2x6 Rafter 6x6 Wood Post x12 Rafter Beam x6 Siding Plate x10 Rafter Beam x10 Rafter Beam wer 2x6 Siding Plate (2) 2x10 Rafter Beam w/ (2) Z'0 Carriage Bolts Thru Each Post BRACE FRAME DETAIL Pre -Fab Truss FOUNDATION -POST DETAIL ta'i hip 0 III Simpson ABA66 Post Ba Anchored into Iso Fool 12" Min wl VO Bolt or R 24" 0 x 36" Deep Isolated Concrete Footer wl (8) #7 Rebar & #3 Stirups @ 12" o.c. (3" Min Cover) 202 Header Z' 0 Carriage Bolt Thru Spacers & Post 2x6 Spacer (2) 2x12 Rafter Beam LEAN-TO FRAME DETAIL 2x6 Rafter Simpson H1 Hurricane Tie 2x6 Truss Fascia 2x6 Batten Support (2) 2x10 Rafter Beam Btw. Each Post �/r w/ (2) Z'0 Carriage Bolts Fastened to Beam Thru Each Post & Siding Batten 6x6 Wood Post 2x4 over 2x6 Siding Plate REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC S w Q N 0 w U O w (D OD E 1` r7 � 0 J o L N v rn N J lJ w rn_ D 0 0 s� M +/ M N O C4 N r N h 0) NW N o r � Z m a n o 0 w w 2 v Un w o w = z o 0 Z Q J CL 0 z Q Z MQ W LLI 0 a r M W -' LL LL �' O� U a ryTO d. LL w � E co o w Q m z J U) "' o U N PROJECT NO. 19-061 SHEET S-2 MAIN FRAME ROOF DETAIL 26 ga. 5V Aluminum Roof Panels 24" O.C. (2) 2x12 Rafter Beam W1(2) z"b Carriage Bolts Thru Each Post Ridge Cap Pre -Fabricated 2x4 Wood Truss Frames @ 24" o.c. TRUSS BRACING DETAIL GENERAL STRUCTURAL NOTES Applicable Codes A. Construction shall be in accordance with the 6th Edition, 2017 Florida Building Code and ASCE 7-10. The above shall 2x4 Continuous Lateral govern except where other applicable codes or the construction drawings are more restrictive. Brace on Each Web 2x4 Roof Batten Design Wind Loads A. Roofs 20 psf 2" Drip Extention B. Wind 1. Basic Wind Speed 150 mph 2. Importance Factor I = 1.00 3. Class I Simpson H1 it 4. Exposure B p Truss Bottom Diagonal Bracing Nailed Truss Bottom 5. Internal Pressure Coef. ±0.18 Hurricane Tie I Cord Continuous to Opposite Side of Web Cord Continuous 6. Max Design Pressure ±33.57 psf 2x6 Truss Fascia @ 20' o.c. 9 2x4 Bracing 2x4 Bracing 6x6 Wood Post LEAN-TO ROOF DETAIL Dshing Gable / End Truss 48" Min Diagonal Brace Length (Top to Bottom) Each Web Pre -Fab Truss 1. Wood Trusses shall be braced and erected in accordance with the Truss Plate Institute Bracing Wood Trusses: Commentary and Recommendations , HIB-91, bracing in the Plan of Web Members: �2" Drip Extention --I1 2. Lateral bracing (2" min) shall be continuous, 3. Lateral bracing shall be restrained by diagonal bracing (2" min) at a minimum length of 4 feet. at longitudinal spacing of no more than 20 feet on center 2x6 Truss Fascia, J I I 4. Each Web and Bottom Chord shall have continuous lateral bracing spaced at no more than 8 f feet on center 26 ga. 5V Alum Side P� 3 3 n n III©�e��A v vv WIND LOAD SCHEDULE ZONE 1 1 2 1 3 Pressure (+) 30.78 30.78 30.78 Suction (-) 33.57 33.57 33.57 Foundation Design A. Design of isolated and grade beam (continuous) footings is based on the allowable bearing pressure of 2500 psf (DL + LL), placed on the in -situ soil or compacted fill. Reinforced Concrete A. All concrete shall be in accordance to ACI 318-08. B. All concrete shall contain Type 1/11 cement with a W/C >— 0.53 C. All concrete shall have a minimum compressive strength of 3,000 psi. D. Any vertical shear cold joints shall have a continuous shear keys E. All anchor bolts for bearing plates shall be placed with templates. F. All reinforcing steel shall be fabricated and placed in accordance to ACI Manual. G. All reinforcing steel shall be grade 60 ksi and in accordance to ASTM A615 H. All splices and cover protection of reinforcing steel shall be in accordance to ACI 318. Structural Wood Framing A. Studs shall be stud grade or better southern pine, mixed southern pine or hemfir. B. Rough sawn lumber shall be cut from select southern pine. C. Rough sawn lumber shall be graded by qualified agency, approved by the governing local agency code as follows: 1. Minimum allowable flexural bending stress at normal load duration shall be no less than 1500 psi 2. Minimum allowable modulus of elasticity for posts or beams shall be no less than 1,500,00 psi 3. Minimum allowable horizontal shear stress fir beams shall be no less than 90 psi. D. Bearing plates shall be treated for moisture resistance. E. Except as noted otherwise, the minimum nailing shall be as provided in Table 2304.9.1 "Fastening Schedule" of the FBC 2017 Edition. F. Headers, Beams, Battens, Plates, and Posts shall be nailed and/or bolted together securely to act as one unit. Nails shall be 16d in rows @ 12" o.c. for length of beam. All bolts shall be 4" continuous thread with recessed nut into lumber. All post splices shall be staggered and have 3" 0 bolts @ 16" o.c. All post beam to post connections shall have (2) 4"QJ bolts. G. Provide wind anchors at supports for all roof joists and truss rafters. Anchors/Fasteners shall be Simpson brand or approved equal. H. All manufactured trussed rafters or joists shall be designed by a registered Florida Professional Engineer to support to full uniform dead and live loads and any other superimposed loads. Web arrangement and member forces shall be determined by the fabricator. Stresses shall not exceed those allowed by FBC 2017 Edition. Where hangers are required to be attached to a truss support or other framing, truss supplier shall provide adequate strength and surface area in truss elements for hanger nailing. I. All roof and wall cladding shall be 26 ga. 5V Aluminum Panels fastened' with 14" hex head screws at 12" o.c. along battens and 6" o.c. along edges. Gable flashings shall be fastened with 11" hex head screws at 12" o.c. J. All elevation references to Above Finish Floor (AFF) or Below Finish Floor (BFF) are relevant to the finish floor elevation of the existing house structure. 0 J_ Q w a LL O 1 06 U) w O Z J a w w O CO E o �1 E rn O J E � o N "O N J W F w lL D U m 0 w Y w U Verification of Construction Conditions >_ LO A. Dimensions and elevations of construction are for bidding only. B. Contractor shall inspect existing conditions and verify dimensions, elevations, etc.. which affect the scope on the 01� construction drawings. Contractor shall verify and construct all foundations, framing, sheathing, and roofing in W LL accordance to all State and Local Agency codes, standards, and specifications. 6 C. The Engineer of Record shall be notified of any variations or discrepancies on the construction drawings. Any variations O of the constructions drawings without the Engineer of Record consent are the responsibility of the contractor and owner. 0 r D. The construction drawings depict a finished product and all temporary bracing and means and methods of construction LL are the responsibility of the Contractor. w o p af t 5 M? N m L.L O REVIEWED FOR ,,��pPGE �pZgq,�� W M CODE COMPLIANCE Q rr � ST. LUCIE COUNT N 73135 % © U N * BOCC PROJECT NO. Ix •�y 0 19-061 STATE 4 • r � rrj�` 0 Q SHEET ON 0- JrY