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801 Paradise Ln RES19-0121 DRAWINGSUNPLA TIED PART OF SEC77ON 18 TWSP 25y RANGE 29E 55.00'(P) NO N89 ;36'50"E 54.96'(M) Drainage Flow All I I i w I I 12 C2 I ® VACANT 1 so s1 ® LOT 24 I�3 �I R ! 1 � � ool loo 0o I zzl I 6'–ton Silt Fence— i I I �fao' E Drains a Silt Fence ® Flow g Required Fence I = I Perff.O.A.AI FII P. 1/2' F.I.R (D R ce ....._.,._ r•F-I.O.A•. ....... . .... CIL PARADISE LANE (PRIVATE VARIABLE WIDTH R/W) '•''•''''' ........E.....,• . . ,...... .. ALT PAE....................... ... ..... 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LO Cl) Z[A -T C) d9ool� C) C) C) 0 C� ,� C) 0 C) -0 vq LL a - ILL LL LL LL U- , LL LL LL LL LL LL U 00-00-z :3CD C CL cn a- . Lu M (n , z z ca u) E co z QW Z '4 CN < z uj:i Lu Lu ui C:) E C13 L.) ON cr- 0 0 0 CD 00 -OO -Z aQi cc C] Lu O Z z C14 CD C, c, c) cr 00-00-9 z1,Z] Lu uj z i cr- cc LL �J30031 OIN (6 < z < E 00 -OO-z 00 0 0 E Z C) ON 00 -OO -Z it zlrsnH iRO-20- I, II 00- 0-Z II z�rsnH 111 00- O -Z I�ZO,SnH II II 00- 0-Z 11 uvsnH II OO -()O -Z II zitsnH II0 1,srjH 00- 0 -Z 00 -OO -Z II Z6VSAH CD wNNSS z I CIO zi on Z Cq 04 No CY) Z1,: - - - - — -------- C) cf) - G HVN 3 .0 MCI) CL CN (N ZOIN Z1,J C) 00 LL C11 m (Al 0311VN C) 00 c? ZOVY N > > N C) E Ii0 GTIVN 0 C:) 0 c, (D (D 1 10 (D (D E E -0 �C,4 Z II cc cc D CD 60J 0 2 2 C) o" 01,J ZZWHi E oo C� Z 6 CD L 0 CU 60J Lu w C) C) jb ce) a N 60A — -- ----- <0 co uj a u x x -0 "t :!Et 0 cy) co (COD) H70— A Al Ln 00 I Lu 11-- 0 0 00 00 U-) CD ca CD CD - z E cc C) > L 0 CD moo QI 4 N CN 0 CN 90Lu LL— z =1 =3 -,t 0 D z 04 901 0 0 z p—, C-) w I 00 -CO -L 00-00-09 90-60-17 11, 0/0 Alz 00-90-9 4j :3CD C CL cn a- . Lu M (n , z z ca u) E co z QW CC uj:i Lu Lu ui C:) E C13 L.) cr- 0 0 0 CD z aQi cc C] Lu O Z z C, c, c) cr 00-00-9 Lu uj z i cr- cc f- .a' CL C) < < z < 0 0 03 Fs 4j DESIGN SPECIFICATIONS: GENERAL NOTES: Project has been designed in the 6th Edition Florida Building 1. The scope of these is limited to the structural requirements of this 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG accordance with (2017) plans project. minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with H Code, Residential, and the Florida Building Code, Existing Building (as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM-A 185, ENGINEERING, INC. and flashing requirements are not addressed in these play+s.6 or fibermesh reinforcement shall be used with a minimum fiber length of to 2" - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 DESIGN CRITERIA: 2' complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE, FL. 32258 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in cubic yard in accordance with manufacturer's recommendations. - P: 904.886.2401 F: 904.260.4367 Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type www.HulsbergEngineering.com Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and FLORIDA C.A. NUMBER: 25846 Building Risk Category: II other deleterious material. Structural fill shall be compacted to a density of at least "`��quuuururnr�r oan, Wind Exposure: C (Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection �0 Building Classification: Residential Building Type: Type V Construction contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during shall be provided in accordance with applicable code requirements. If soil treatment •S•'• o y •••' is '� %, Wind-Borne Debris: NOT located in the debris construction. is used, the treatment shall be done after all excavation, backfilling, and compaction = �.` .• GE, • F • •••��.,; wind-borne region is completed. / Unless otherwise noted, project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be J �• 0791 N�� owner and/or contractor. Examples of such items include, but shall not be limited to, commencing work. o compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density = X determination of grade elevations, drainage features, and special requiremerts 5. The inserts, (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. G c'_� ,• associated with FEMA flood hazard and/or DEP zones. contractor shall supply, locate, and build into the work all anchors, angles, STATF plates, openings, sleeves, hangers, slab depressions, or other components as may be 11. The following minimum concrete cover shall be provided for reinforcement: a '%,�� •••;C(OR1OP� ��'`°� DESIGN DEAD LOADS: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth �.,, �C` ,.` Floors: 6. All details and sections shown on the structural drawings are intended to be typical 2" Concrete exposed to earth or weatherClstJf��P 1 '/" Concrete not exposed to earth or weather ,'/�•••�g�Td'��j -IRG,Ir 5tlH91 The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except a COMME l�T$ wood subflooring over wood truss, wood 1-joist, or solid sawn lumber framing The floor J 9� where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be minimum lengths: - notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #4 bars: 21"minimum sa shall contact the Engineer for clarification in cases of conflict between the structuraltJf drawings #5 bars: 26" minimum = Roofs: and any drawings prepared by others prior to commencing work.. #6 bars: 32" minimum R � 3 Q 0 Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) It is € Z F•• Concrete or Clay Tile: 15 psf 8. the owner's and/or contractor's responsibility to obtain a soils exploration report. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. m �- UJ O a Ui Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of _ Z 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support a (� O Q o p V DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction reinforcing steel. Support items which bear on exposed concrete surfaces shall have _ Q W Q ® (� specified in the soils report shall be followed unless more stringent requirements are in these ends which are plastic tipped or stainless steel. ' O Floors: specified plans. OW Exterior Balconies: 40 psf MASONRY: -= N Exterior Decks: 40 psf CONCRETE: co I- CC Stairs: 40 psf (or 300 Ib point load) General: Q z W W Garages: 50 psf (or 2000 Ib point load) 1. All concrete work shall be in accordance with "Building Code Requirements for "Specification m !L U. a U W- All Other Areas: sf 40 p Structural Concrete," ACI 318-14, and for Structural Concrete," ACI 301 1. All masonry work shall be in accordance with "Building Code Requirements for W n W Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACIf- 9„ _a LJL W :30 - 3: ui W LL.. Without Storage: 10 psf Slabs on grade, footings, and mise. concrete: fc=2500psi 530.1-13 O UJ V U) W O With Limited Storage: 20 psf Structural slabs, walls, beams and columns: fc=3000psiIr 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of > W With Storage: 30 psf (fixed stair access) Designated radon zones only - all concrete: fc=303Opsi 3000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11 ". a Roofs 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used Less than 4:12 slope: 20 psf in brick veneer. 4:12 slope or greater: 16 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) m CLIENT: DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic 4. The contractor shall be responsible for the design and installation of all flashing. BUCKY DAVIS material or other substances that are deleterious to concrete or sieel reinforcement. Concrete Masonry (CMU): - m PROJECT: Walls: Wind loads with plaster or stucco finish: U360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise Doted on the 1. Concrete masonry units (CMU) shall be ASTM C90-14, Hollow Load-Bearing Concrete 24 PARADISE PRESERVE Wind loads with other brittle finishes: L/240 gs. All reinforcing details shall conform to "Details and Detailing of structural drawings. g 9 Masonry Units, normal weight, with a minimum compressive strength of 1900 psi _ (TUPELO SPEC HOUSE) Wind loads with flexible finishes: L/120 or U180" Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural f'm=1900 s+ p )' JOB NUMBER: COUNTY: L/180 for exterior walls with interior gypsum board finish.- drawings.( -18-1434 QU)JAI_ Floors: Live Load: U480 " 7. Tolerances for foundation and slab alignment as well as placemen! of reinforcement 2. All continuous reinforcing steel in masonry shall be lap-spliced with the following SCALE: 1 ' / - 1 -0" (U.O.N.) Total Load: U240 * shall be in accordance with "Standard Tolerances for Concrete Construction and#4 minimum lengths: bars: 20" minimum E DO NOT SCALE THIS DRAWING Increased floor stiffness may be required by floor covering manufacturer Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. #5 bars: 25" minimum RELEASE DATE: #6 bars: 30" minimum 09-14-18 a REVISIONS: Roofs: Live Load: U240 3. Grout all cells containing vertical reinforcement in 5-0" maximum lifts. - Total Load: L/180 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall DRAWN BY: CMF -BTC height exceeds 5'-0". a CHECKED BY: - FSS 5. Beam reinforcement shall be continuous across control joints. TITLE: GENERAL NOTES 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the - SHEET 1 of 2 structural drawings. r SHEET: o S-1 m a C 43-00-00 0 rn 1 - 105^� 14-09-08 7-06-08 ^' 43-00-00 0 N - mo 14-09-08 7-06-08 ^' 16-02-00 a o" N o 0 5-02-04 -0 oC")o` d = o N Oy D> D! We Oo a o �: ,,� W2 t o o J02DM D z 4 JO 2 A o >. ED m 37 0 _r NAILED 9 u i 21 o N ILED J04 m M O Z rn 7>> y p " c m o O JO NAILED .I(1RF Clay Masonry (Brick): n Brick and 2. ®! Brick shall conform to Hollow Brick, respectively.M C62, C216, or Grade MW shall e used.2 forBuildrng Brok, Facr g , anchore with approved ties ac Brick cal andr16" o.c. behor zontal. p Add t onal ties shall be provided around all wall openings greater than 16" in either direction, and shall be spaced no more than 36" o.c. and placed within 12" of the openings. n ll hickness than No. 9 age v� Strand `^rook embedded fn the mortarties hall not be ejoint ss in tSheet met I ties shall not b=rlessdthanallo have a h 22 gage by 7/8'' corrugated and fastened with 1 3/" galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for supporting brick veneer over openings. ff trhe angle rolnot f theopeninge ui edi:ceeds 6' 0" th, windows where brick is self-supporting. s screws @ 12" the steel angle shall be attached to the wood framing with /g x 3" lag o.c. or Simpson y4,, x 3" SDS screws @ 12"o.c. 13. Fa sof 1 %" wide engineered lumber as followo c. 2 -ply beams with (3) rows of 0.131"x3 /4' nails @ 8"o.c. (each side) /4 3 -ply beams with (3) rows of 0.131"x3'' nails @ ews @ 12" o.c. 4 -ply beams with (2) rows of Simpson 63 4' long SDW scr STRUCTURAL STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings (latest editionO. a. Welded Connections: AWS D1.1 ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) b. Structural Steel plates: 50 k�sr) c. Structural Steel W -shapes: ASTM A992 (Fy= ;TM A572 (Fy=50 ksi ) d. Structural Steel Angles and Channels: TM A500 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: pA ;TM A500 (Fy=46 ksi) or f. Structural Steel Round HSS or Pipe: A';TM A53 (Fy=35 ksi) 2. All structural steel connections and fabrications shall comply with AISC specifications. 3. Steel shop drawings shall be provided to the Engineer" for approval prior to fabrication Holes required for bolted connections may be drilled or punched. Flame -cut holes I shall not be used. WINDOW, DOOR AND SOFFIT PRESSURES: 1. All window, door and soffit assemblies shall be designed to withstand the design pressures indicated below and shall be installed in accordance with the manufacturer's requirements. 4. NOOD FRAMING: I. All wood framing has been designed in accordance with "National Design Specificatio (NDS) for Wood Construction," 2015 edition. c>r "Supplement 2. Southern Yellow Pine member design incorporates design values for all sizes an grades of visually graded Southern Yellow Pine dimension lumber p - published by No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber; the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, Lricrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 4. If ACQ treatment is used on any wood member, then all nailing shall require hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50. If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 6. All trusses shall be designed by the Truss Manufacturer's registenad Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes with a registered Engineer's seal for approval. Design notes shall includE; the rated load capacity of the truss to truss connectors, and the osed. The contractor license approve to fabricate trusses utilizing the connector system proposed. fabrication and installation drawings showing size, shape and layout. 8. Jobsite handling and erection, including temporary bracing, durirg installation of trusses shall comply with TPI / WTCA BCSI 1. ly All refabricated wood trusses subjected to uplift conditions as shaEid n the Tsecureussastenec 9 P to their supporting walls or beams with metal tonne Connection Schedule. 10. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shat be provided by others. 12. Engineered lumbe (LVL, Parallam or LSL) shall meet the following minimum materia specifications: LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fe =750 psi Fc =900 psi Fv=285 psi Fv=310 psi 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. imer. Prior 6. Allstructuraltabe shop -painted rth P1 sr to paimg,eelwokshall be cleaned perSSPCSP-6Comnt 15 merc al BlatClean ng". 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall manufacturedpproved by Simpson Strong -Tie, United Steel Products (USP), Engineer 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. ch are osed to the exterior r in contact 3. All hmetal connectors and hrdware ACQ essure treated edlumberr shalll be Type o 316 stainless steel orgalvanized pe wit P ASTM A153, Class C, or ASTM B695, Class 50. 4. Anchor adhesives shall be eiipsntrnrorHIT-HY200 by Hilti with Florida Product Approvalandinstalled accordinghe instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. ROOF COVERING: 1. The contractor shall be responsible for the design and installation of the roof covering system. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according to the manufacturer's requirements. 5. The contractor shall be responsible for the design and installation of all metal flashing and valley material. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (W) OF OPENING EDGE STRIP to 20 sf 24'' ?0,1 to 50 sf 23.E i0.1 to 100 sf 2 100.1 to 200 sf 200 200.1 to 500 sf 19. Soffit Pressure 24. Base Design Pressure 20.6 �)INTERIOR ZONE (4) I Pos Neg -33.0 24.7 _-- -26. -30.7 23.6 ___ -25. -27.8 22.2 -24. 25.7 20.9 -23. -23.4 19.9 -21 -33.0 24.7 -26 Gr -Di = t0.18 TYPICAL EDGE STRIP (5 a = 3.9' 11481 OU CLID A 5 PR0 D a sc r AREA OF OPENING WINDOW, DOOR AND SOFFIT PRESSURES: 1. All window, door and soffit assemblies shall be designed to withstand the design pressures indicated below and shall be installed in accordance with the manufacturer's requirements. INTERIOR ZONE (4) Clay Masonry (Brick): 13. Fasten plies of 1 W wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131 "x3 '/4' nails @ 12"o.c. 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and 3 -ply beams with (3) rows of 0.131 "x3 W nails @ 8"o.c. (each side) Hollow Brick, respectively. Grade MW shall be used. 4 -ply beams with (2) rows of Simpson 6 %" long SDW screws @ 12" o.c. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. STRUCTURAL STEEL: vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings greater than 16" in either direction, and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and O.C. and placed within 12" of the openings. Erection of Structural Steel for Buildings (latest editions). 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall a. Welded Connections: AWS D1.1b Structural Steel plates ASTM A36 F -36 k ' ASTM A5 - UL S B ERG HENGINEERING, INC. - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE. FL. 32258 - R: JACKSONVILLE, F:, FL. 3225867 www. HulsbergEngineering. mm FLORIDA C.A. NUMBER: 25846 - have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. ( y- S or 72 (Fy-50 ksi) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) 22 gage by 7/8" corrugated and fastened with 1 '/," galvanized roofing nails. d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) 4, Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceeds 6-0" then 2. All structural steel connections and fabrications shall comply with AISC specifications. the steel angle shall be attached to the wood framing with %a' x 3" lag screws @ 12" o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes 1. All wood framing has been designed in accordance with "National Design �Specificatior shall not be used. (NDS) for Wood Construction," 2015 edition. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. 2. Southern Yellow Pine member desi n incor orates Ai 1 f It WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) B AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) Pos Neg Pos Neg N{� 50791 - 0 to 20 sf 24.7 -33.0 24,7 _26.8 20.1 to 50 sf 23.6----730-7 . 23.6 -25.7 50.1 to 100 sf 22.2 27.8 22.2 -24.2 100.1 to 200 sf 20.9 -25.7 20.9 -23.0 200.1 to 500 sf 19.9 -23.4 19.9 21.9 Soffit Design Pressure 24.7 -33.0 24.7 _26.8 g p esign va ues or a si,!es and 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior ase Design Pressure 20.90 GCpi = t0.18 grades of visually graded Southern Yellow Pine dimension lumber per "Sulpplement to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by p g, p g _ the Southern Pine Inspection Bureau (SPIB). 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 3. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. 4. If ACQ treatment is used on any wood member, then all nailing shall require HARDWARE AND ANCHORS: TYPICAL EDGE STRIP (5 hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 6695, Class 50. a = 3.9' If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. TYPICAL INTERIOR ZONE (4 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 3. All metal connectors and hardware which are exposed to the exterior or in contact 9U - 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per registered Engineer's seal for approval. Design notes shall include the rateld load ASTM A153, Class C, or ASTM B695, Class 50. - capacity of the truss to truss connectors, and the manufacturer's license tc fabricate OFFICE C 0 Pv trusses utilizing the connector system proposed. The contractor shall approve 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by - 1 fabrication and installation drawings showing size, shape and layout. Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation 8. Jobsite handling and erection, including temporary bracing, during installalion of of anchor adhesive. trusses shall comply with TPI / WTCA BCSI 1. CLIENT: R BUCKY DAVIS ROOF COVERING: 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering m PROJECT: Connection Schedule. system. 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) 10. All gable ends shall be balloon framed or braced in accordance with the af)plicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the - m JOB NUMBER: COUNTY: detail as shown in the structural drawings. manufacturer's requirements. sc .... :::.,......... i ALE: DUVAL 8.1434 3 1 _ 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation _ /g - 1'-0" (U.O.N.) E e provided by others. Manual," and the manufacturer's requirements. s DO NOT SCALE THIS DRAWING RELEASE DATE: 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according 09-14-18 specifications: a REVISIONS: LVL or Parallam LSL to the manufacturer's requirements. E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing Fb=2,600 psi Fb=2,325 psi and valley material. d DRAWN BY Fc =750 psi Fc =900 psi CMF BTC Fv=285 psi Fv=310 psi a CHECKED BY: - FSS - TITLE: GENERAL NOTES - SHEET 2 of 2 SHEET: o L 1„ ry',/i N{� 50791 - a COMMEN. g p esign va ues or a si,!es and 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior ase Design Pressure 20.90 GCpi = t0.18 grades of visually graded Southern Yellow Pine dimension lumber per "Sulpplement to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by p g, p g _ the Southern Pine Inspection Bureau (SPIB). 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. 3. All wood members exposed to weather or in contact with masonry, concrete or soil shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. 4. If ACQ treatment is used on any wood member, then all nailing shall require HARDWARE AND ANCHORS: TYPICAL EDGE STRIP (5 hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 6695, Class 50. a = 3.9' If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. TYPICAL INTERIOR ZONE (4 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 3. All metal connectors and hardware which are exposed to the exterior or in contact 9U - 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per registered Engineer's seal for approval. Design notes shall include the rateld load ASTM A153, Class C, or ASTM B695, Class 50. - capacity of the truss to truss connectors, and the manufacturer's license tc fabricate OFFICE C 0 Pv trusses utilizing the connector system proposed. The contractor shall approve 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by - 1 fabrication and installation drawings showing size, shape and layout. Hilti with Florida Product Approval and installed according to the manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior to installation 8. Jobsite handling and erection, including temporary bracing, during installalion of of anchor adhesive. trusses shall comply with TPI / WTCA BCSI 1. CLIENT: R BUCKY DAVIS ROOF COVERING: 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering m PROJECT: Connection Schedule. system. 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) 10. All gable ends shall be balloon framed or braced in accordance with the af)plicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the - m JOB NUMBER: COUNTY: detail as shown in the structural drawings. manufacturer's requirements. sc .... :::.,......... i ALE: DUVAL 8.1434 3 1 _ 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation _ /g - 1'-0" (U.O.N.) E e provided by others. Manual," and the manufacturer's requirements. s DO NOT SCALE THIS DRAWING RELEASE DATE: 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according 09-14-18 specifications: a REVISIONS: LVL or Parallam LSL to the manufacturer's requirements. E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing Fb=2,600 psi Fb=2,325 psi and valley material. d DRAWN BY Fc =750 psi Fc =900 psi CMF BTC Fv=285 psi Fv=310 psi a CHECKED BY: - FSS - TITLE: GENERAL NOTES - SHEET 2 of 2 SHEET: o L STEMWALL 24" x 24" x 12" PAD FOOTING Y o WITH (2) #5 EACH WAY BI �' q (TYPICAL) SD -1 I I o SEE DETAIL "E" ON SD -1 4" CONCRETE SLAB WITH C° fix6 W1.41.4 WWF OR FIBERMESH OVER 6 MIL o AEOR BARRIER N AND COMPACTED (FILL V `24" x 24" x 12" PAD FOOTING WITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 FOUNDATION PLAN CJ = SUGGESTED CONTROL JOINT LOCATIONS (SEE DETAIL " T " ON SD -2) = DENOTES TWO STORY FOOTING CONDITION ................... CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 .sl O AGE •, p -, • No.5 7 1 __ ST E O CLIENT: 3 BUCKY DAVIS PROJECT: 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) L JOB NUMBER: COUNTY: 18-1434 1 DUVAL 3 SCALE: a" = 1'-0" (U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: 09-14-18 DRAWN BY: CMF -BTC CHECKED BY: FSS TITLE: FOUNDATION PLAN SHEET: S-3 2x8 HEADER 2J 2K 2x8 HEADER 2J 2K 24 HEADER 2J I 2K2)JACKS MIN. 2x6 HEAD 2J 2K NMI --SOLID B6LT-UP— (2) 2x10 HEADER' 2J 1K 3) 2x4 BUILT-UP POST (MIN.) — ------ (21x 9Y' LV SOLID- = = = = BUILT-UP CORNER NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS _72)Zx_1�PORCFT—� BEAM (TYPICAL) III (3) 2x12 HEADER ISI 2J 2K III (2) 2x10 HEADER III V-3 V 1J I 2K SW -3... (2)1 %" x 11 Y" LV — — CONTINUOUS TO CONER -CONSTRUCT USING APAP NARROW WALL METIiOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -8) HUC410 HANGER ,---(2) JACKS/ MIN. (3) 2x6 BUILT -U V A POST ALIGNED WITH TRUSS A13 ABOVE INSTALL SOLID BLOCKING BETWEEN FLOORS :... .... - - 3p -L III � (2) 2x6 HEADER 1J 2K d1T-3 III �2)KS III MIN. (2) 202 PORCH III BEAM�YPICAL� _ 11 `LUS210-2 HANGER BEAM TO BEAM WALL LAYOUT - FIRST FLOOR EACH REAR POST SHALL BE TREATED 4x4 POST ON ABU44-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z or (1) MSTA24-Z CLIP TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM %" SHEATHING FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD 2x10 HEADER NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 10'-1 Y" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH ZX4 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 10A Y" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS 1. INSTALL U MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING - SEE DETAIL "P' ON SD -1 3. 16' GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 23.3 psf± T4ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www. HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 ,,\%NNlllll 1 0791 j r / 2J 2K S,1 �-3 ........ ............ .. �I ,(2) 2x6 BUILT-UP ; POST ALIGNED WITH TRUSS A08 ABOVE INSTALL SOLID BLOCKING O D V m )FACE COPY BETWEEN FLOORS v� a r i ON INTERMEDIATE SUPPORTS SW -3 - CLIENT: 2) 2x6 BUILT-UP SOLID/ BULKY DAVIS POST (MIN.) BUILT-UP - PROJECT: CORNER (2)1 %" x 11 Y" LV — — CONTINUOUS TO CONER -CONSTRUCT USING APAP NARROW WALL METIiOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -8) HUC410 HANGER ,---(2) JACKS/ MIN. (3) 2x6 BUILT -U V A POST ALIGNED WITH TRUSS A13 ABOVE INSTALL SOLID BLOCKING BETWEEN FLOORS :... .... - - 3p -L III � (2) 2x6 HEADER 1J 2K d1T-3 III �2)KS III MIN. (2) 202 PORCH III BEAM�YPICAL� _ 11 `LUS210-2 HANGER BEAM TO BEAM WALL LAYOUT - FIRST FLOOR EACH REAR POST SHALL BE TREATED 4x4 POST ON ABU44-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z or (1) MSTA24-Z CLIP TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM %" SHEATHING FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD 2x10 HEADER NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 10'-1 Y" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH ZX4 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 10A Y" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS 1. INSTALL U MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING - SEE DETAIL "P' ON SD -1 3. 16' GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 23.3 psf± T4ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www. HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 ,,\%NNlllll 1 0791 j r / 2J 2K SHEARWALL LEGEND:- N ......: = NON-BEARING WALL ; o = BEARING WALL SW -6 o= SHEARWALLS FASTENED WITH O D V m )FACE COPY 8d COM (0.131" x 2Y") NAILS @ 6" O.C. ON EDGES AND 12" O.C. v� a r i ON INTERMEDIATE SUPPORTS SW -3 - CLIENT: o = SHEARWALLS FASTENED WITH BULKY DAVIS 8d COM (0.131" x 2Yz") NAILS @ 3" O.C. ON EDGES AND 12" O.C. - PROJECT: ON INTERMEDIATE SUPPORTS 24 PARADISE PRESERVE SBS = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL B (TUPELO SPEC HOUSE) ; JOB NUMBER: - 18-1434 COUNTY: DUVAL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. SCALE: " =1'-0" (U.O.N.) g DO NOT SCALE THIS DRAWING WOOD FRAMED HEADER LEGEND: -NOTE: EACH FRONT POST SHALL BE TREATED siz OF HEADER y RELEASE DATE: m 09-14-18 a REVISIONS: 4x4 POST ON ABU44-Z POST BASE 2 2x_ HEADER STRAP POST TO EACH BEAM ABOVE J K WITH (1) H6 -Z or (1) MSTA24-Z CLIP TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 NOTE: QUANTITY UANTITY OF JACKS OF KING STUDS _ DRAWN BY: w CMF -BTC CHECKED BY: FSS = TITLE:WALL LAYOUT t FIRST FLOOR Ill THIS OPEN PORCH CEILING REQUIRES A MINIMUM XV SHEATHING FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) d SHEET: [1 _ A s J (,L ® r i NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS —� �i ❑ ❑ LEL WALL LAYOUT - SECOND FLOOR NOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 9'-1'/e" - U.O.N. 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 9'-1 Y" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS SHEARWALL LEGEND: = NON-BEARING WALL o = BEARING WALL SW -6 _ o = SHEARWALLS FASTENED WITH 8d COM (0.131" x M") NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTS _SW -3 o = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2Y") NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTS SBS = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. WOOD FRAMED HEADER LEGEND: SIZE OF HEADER 2 2x HEADER J K QUANTITY QUANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) ULSBERG ENGINEERING, INC. - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE, FL. 32258 - P: 904.886.2401 P 904.260.4367 www.HulsbergEngineering.com - FLORIDA C.A. NUMBER: 25846 e � � NSF••'• �-- x �.•' �p . s 0791 - s 3 *T F J I o COMME T /lgl�ll►1! 3 E E OFFICE COPY r CLIENT: BUCKY DAVIS a PROJECT: 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) JOB NUMBER: 18-1434 COUNTY: DUVAL SCALE: / = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 09-14-18 REVISIONS: DRAWN BY: CMF - BTC CHECKED BY: FSS TITLE: WALL LAYOUT SECOND FLOOR SHEET: S-5 LOWER ROOF LAYOUT 2 AT S .5A AT EACH ATILEVERED DOR TRUSS TRUSS CONNECTORS TRUSS ID LEFT I INTERMEDIATE RIGHT E03 (2) H2.5T HTS24 MTS12 ALL OTHER TRUSSES (ROOF) H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 lu:�. 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED 2) THE. TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS SEAM SCHEDULE BEAM I.D. BEAM SPECIFICATIONS BM1 (2) 1 4" x 16" 2.0E LVL BM2 (2) 1 %" x 16" 2.0E LVL ]�-TULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 e NO/V,0791 �� •.C� ©q aC '�rrrrrrlti; OFFICE COPY CLIENT: 3 BUCKY DAVIS PROJECT: 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) L JOB NUMBER: COUNTY: 18-1434 DUVAL SCALE: /" = 1'-O" (U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: 09-14-18 REVISIONS: DRAWN BY: CMF - BTC CHECKED BY: FSS TITLE: LOWER ROOF LAYOUT SHEET: S-6 HTS24 A TRUS HTS24 A TRUS �U - UPPER ROOF LAYOUT AT TRUSS CONNECTORS TRUSS ID LEFT INTERMEDIATE RIGHT A08 HTS24 HTS24 A13 HTS24 HTS24 ALL OTHER TRUSSES H2.5A OR H2.5A OR SDWC 15600 SDWC 15600 H2.5A OR SDWC 15600 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONT CTOR AT 3) TRUS CONNECTORS NOTED SHALL BE INSTALLED AS LIST D. DO NOT SUBSTITUTE WITHOUT PRIOR APPRO IAL OF THE ENGINEER OF RECORD 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS ;E LOCATIONS "F" ON SD -6 HULSBERG ENGINEERM, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 s- M • �G Sic o. 0791 OFFICE COPY CLIENT: BUCKY DAVIS I 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) t JOB NUMBER: COUNTY: 18-1434 DUVAL SCALE: E Ys =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: z 09-14-18 DRAWN BY: CMF - BTC a CHECKED BY: FSS TITLE: UPPER ROOF LAYOUT SHEET: S7 HTT5-KT HOLDOWN HTT5-KT HOLDOWN HOLDOWN HOLDOWN NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -8) LUS210-2 HANGER BEAM TO BEAM TIE -DOWN LAYOUT - FIRST FLOOR EACH REAR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z or (1) MSTA24-Z CLIP TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 EACH FRONT POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z or (1) MSTA24-Z CLIP TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL ELEVATION-SDWC 15600 OPTIMAL 22)/2"° ANGLE � 10° Q° m DUBL 30° �� I PLATE � I E SDWC 1560 � 3" (+/ y") SCREW STUD____ SECTION- SDWC 15600 SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS ORY4" x 3Ya" TAPCON SCREWS AS REQUIRED TO MAINTAIN MAXIMUM 24" O.C. SPACING NOTE: "KT" = SCREW KIT REQUIRED WITH HTT5 HOLDOWN AT NOTED LOCATIONS 1. INSTALL (1) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING - SEE DETAIL "F" ON SD -1 THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) O = %" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) ❑ = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 S!/4 EN h••''• S ����'y F'••.• 2' 791 't OFFICE COPY BUCKY DAVIS PROJECT: 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) t JOB NUMBER: I COUNTY: 18-1434 DUVAL 3 SCALE: =1'-0" (U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: z 09-14-18 DRAWN BY: CMF - BTC y CHECKED BY: - FSS TITLE: TIE -DOWN LAYOUT FIRST FLOOR y�SHEET BRICK VENEER WITH 1" AIR SPACE UL AND WALL TIES BRICK VENEER WITH 1" AIR (1) #5 CONT. SBERG HENGfNEERfNG, ❑ CONT. FLASHING; PROVIDE WEEP HOLES SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC SILL PLATE INC. ❑ @ 33"O.C. CONT. FLASHING; PROVIDE SILL PLATE JOINT FILLER 11481 OLD ST. AUGUSTINE RD., SUITE # 202 SILL PLATE GROUT AIR SPACE BELOW FLASHING WEEP HOLES 33-O.C. @ CONCRETE SLAB z HEIGHT OF CURB VARIES (8" _ JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 CONCRETE SLAB �+ SILL ❑ GROUT AIR SPACE BELOW 6" MIN. MAX.) m www.HulsbergEngineering.com c� z PLATE FLASHING - - GRAD CONCRETE SLAB FLORIDA C.A. NUMBER: 25846 • \ \ \\/\\i i(1) #5 CONT. CONCRETE SLAB // //� / / , GRAD \ \\/\\/\\' \ - <° \'�/\\�\ M / //\\//\\/\\�8 CMU STEMWALL WITH (1) #4 @ 48"O.C. i\\i\\\/\� N z \/i\/i ,\/i�/i�\� .�. � a�• �j. S� '..�. CMU STEMWALL WITH (1) #4 @ 48"O.C. �'// �,r 5 ' • EACH CORNER. �/ '` FILL CELL SOLID AT EACH #4 REBAR. °. `-\//\\//\ + .• < �,'\\j� �p �p.•"""' 0•.•\G F ••,Q�''�' AND IN EACH CORNER. Z < // ° // • ./i\\// \ \// HOOK �, / / / j /\�i' \\i\%�\%/\%�\i` 4 FILL CELL SOLID AT EACH #4 REBAR. � � ao ; j\// �j r �° \j�\/l \, j\\ \\/\\\/\\/�� REBAR 12" INTO UPPER COURSE �\\/��\/j /\\\�j �, �. HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING. \//\\//\\//` //\ \\\//\�� OF BLOCKS AND 6" INTO FOOTING. / • a 1 0" ONE STORY 2 #5 CONT. s - No. 791 _ o 3 1'4" TWO STORY - (2) #5 CONT. 1' 8" ONE STORY - 2 #5 CONT. 1' S" ONE STORY - 3 #5 CONT. 1'-8" ONE STORY - 2) #5 CONT. TWO STORY #5 CONT. S - Q 1'-8" TWO STORY - (3) #5 CONT. 1'-9" TWO STORY - (3) #5 CONT. T-8" - (3) :� O,c*-4.4 0 A SECTION -STEMWALL WITH BRICK SECTION -MONOLITHIC WITH BRICK rD SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE a coM EN 544141 - SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS., j CONCRETE SLAB SILL PLA TE1 F CONCRETE SLAB z SILL— PLATE CONCRETE SLAB GRADE GRAD \ // - \ .�— // //// GRADE \\\/\\r CONCRETE SLAB GRADEzx H. \\j/\\� 1 #5 CONT. 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. / / CONT. C? \/ ° AND IN EACH CORNER. 04 g /%\\\/ \//\//\! / \ \ %//% // \ ADD 8" x 16" CMU TO INSIDE OF SOLID AT EACH #4 REBAR. / ' ' / \'�\\//\\//` /\/\/ o %\ \/\\ •\\�\\/ STEMWALL AT POST LOCATION '\ / ///' HOOK REBAR 12" INTO SLAB AND 6" INTO//�' FOOTING.../ WITH (1) #4 VERTICAL IN 1'-0" ONE STORY - (2) #5 CONT. (AS NOTED) REINFORCEMENT (AS NOTED) T-8" ONE STORY - 2 #5 CONT. 1' 4" TWO STORY - (2) #5 CONT. AS NOTED REINFORCEMENT (AS NOTED) - V-8" TWO STORY - (3) #5 CONT. B SECTION - STEMWALL SECTION MONOLITHIC E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT THICKENED EDGE F F I C E C O P� J SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENTS. j - BRICK VENEER WITH 1" AIR SPACE * * ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD -2) * m CLIENT: AND WALL TIES CONT. FLASHING; PROVIDE WEEP HOLES STHD14 STRAP NAILED TO 15 BUCKY DAVIS @ 33"O.C. BRICK VENEER WITH V AIR SPACE a GARAGE DOOR POST. m PROJECT: GROUT AIR SPACE BELOW FLASHING AND WALL TIES N PA51 STRAP NAILED TO GARAGE EMBED INTO FOOTING (1) #5 CONT. CONT. FLASHING; PROVIDE WEEP z LL� DOOR POST. BEND STRAP INTO FOOTING AS SHOWN. AS SHOWN. 24 PARADISE PRESERVE SILL PLATE HOLES @ 33"O.C. o � a � _ _ a (TUPELO SPEC HOUSE) = JOB NUMBER: COUNTY: FILL JOINT WITH ELASTOMERIC "' 6" 11N. ❑ GROUT AIR SPACE BELOW FLASHING 0 a N JOINT FILLER ? SILL HEIGHT OF CURB VARIES (8"MAX.) i Y u- a _ 6 SCALE: o PLAT : = #4 WITH 6" HOOK INTO FOOTING z z O U.O.N _ �° = V-0" . ) CONCRETE SLAB GRAD \ \\/\\ \ GRADE _ AND BENT 12" MINIMUM INTO a E Do NOT SCALE THIS DRAWING 8" CMU STEMWALL WITH #4 48"O.C. _ ° //\\/ THICKENED EDGE . e- ocn z RELEASE DATE: 09-14-18 (1) @ AND IN EACH CORNER. o z 'o %,�\j "• Asci/�%/ GRADE ° < a REVISIONS: \\/ • e. \�/\// FILL CELL SOLID AT EACH #4 REBAR. . • '° /GRADE u Q u - \ HOOK REBAR 12" INTO UPPER COURSE / \/\\\/\\\ ; \y/\ a y/\ DRAWN BY: CMF BTC \ \\ \ OF BLOCKS AND 6" INTO FOOTING. \\// STORY 3 #5 CONT. / / / /\\%\ \_'° a _ \\ ' \�\\�\\ _ _ /\\// // ONE STORY - (2) #5 CONT. - 1'-9" TWO STORY - (3) #5 CONT. i/j�/j�/jam/j�/��/j�/j�//\\�/j\�/j//i\ <\Mt(V: \ \ \\��%�� i// /\//El NOTE: \\�����\��\/\\i ����������i \\ \ m CHECKED BY: FSS 1' 8" TWO STORY - (3) #5 CONT. 6 REINFORCEMENT IS NOT REQUIRE E T IS O TITLE: TO PASS THROUGH SLOTS IN STRAP. - FOUNDATION DETAILS G SECTION - STEMWALL AT GARAGE WITH BRICK SECTION II• MONOLITHIC AT GARAGE WITH BRICK F DETAIL - PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION MONOLITHIC - SHEET 1 of z SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. a SHEET: D _ o SD -1 v` a . SHOWER AREA fjmL , 8" CMU STEMWALL FORM EDGE PLAN VIEW 6" MIN. (1) #4 CONT. SILL HEIGHT OF CURB VARIES PLATE CONCRETE SLAB L SHOWER AREA <> MONOLITHIC FOOTING PLAN VIEW �I SILL N� PLATE z 6" MIN. GRADE of yj vj,�j/­�t8" CMU STEMWALL WITH (1) #4 @ 48"O.C. - - vi/ AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO 6„ FOOTING. V-8" ONE STORY - (2) #5 CONT. V-8" TWO STORY - (3) #5 CONT. SECTION - STEMWALL AT EXTERIOR WALL SHOWER SI ;D-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SILL CONCRETE SLAB PLATE 77777 \h • n /.\/%/ 1'-4" ONE STORY - (2) #5 CONT. V-8" TWO STORY - (31 #.5 COOT H SECTION - INTERIOR BEARING SD -2 CURB HEIGHT VARIES SILL 1 CONCRETE SLAB PLATE A e.• j� ���\\C 114"� ONE STORY - (2) #5 CONT T-8" TWO STORY - (3) #5 CONT Q SECTION - BEARING STEPDOWN SID ;1) #4 CONT. HEIGHT OF CURB VARIES (8" MAX.) CONCRETE SLAB 1'-0" ONE STORY X21 #5 CONT. V-4" TWO STORY - (2) #5 CONT. ION - MONOLITHIC AT EXTERIOR WALL SHOWER CONCRETE SLAB SECTION - THICKENED EDGE SD -2 BEARING POST (AS NOTED) CONCRETE SLAB aU-i NOTE�RtEINFORCEMENT (AS NOTED) SECTION - INTERIOR BEARING PAD FOOTING SD -2 L SECTION - PORCH STEMWALL R DETAIL - EMBEDDED STRAP ALTERNATE SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -2 ENGINEER FOR ADDITIONAL REQUIREMENTS, NOTE: 3 SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH NOT TO BE DAMAGED DURING THE CUTTING PROCESS. E CONCRETE SLAB (TYPICALLY 1 -4 HOURS IN WARM WEATHER) n C0�0 0 LJ - AA VA/AA/AAS - FILL CUT WITH 1" DEEP x/8" WIDE SAW ❑ �� jVA�� j� , ELASTOMERIC CUT AT DENOTED GRADE ❑ - /�AjAAjVA�A��1) #5 CONT. FILLER LOCATIONS. ❑ /\\/\\/\\ 8" CMU STEMWALL WITH (1) #4 @ Aj/AAj,\'48"O.C. AND IN EACH CORNER. e FILL CELL SOLID AT EACH #4 / REBAR. HOOK R EBAR 16" INTO PORCH SLAB AND 6" INTO - 6\ ` FOOTING. 1'-8" (2) #5 CONT. CONCRETE SLAB-)FFICE COPY SECTION - PORCH STEMWALL WITH BRICK T SECTION - TYPICAL SAW -CUT CONTROL JOINT CLIENT: BULKY DAVIS M (� SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACTSD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. PROJECT: 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) L JOB NUMBER: COUNTY: 18-1434 DIIVAL TREATED POST 3 SCALE: CONCRETE SLAB = V-0" (U.O.N.) PAVERS BY OTHERSABU_ POST BASE WITH o DO NOT SCALE THIS DRAWING zz—e" GALV. ANCHOR EMBEDDED RELEASE DATE: CURB HEIGHT VARIES 12" (SET -XP ADHESIVE) 09-14-18 REVISIONS: 8" TALL, 12" SQUARE GROUTED CMU OR CAST -IN-PLACE CONCRETE PEDESTAL ON 24"X 24"X 12" PAD `DRAWN BY. CMF - BTC 8" (1) #4 CONT. 2'-0„ FOOTING WITH (2) #5 EACH WAY CHECKED BY: TITLE: FOUNDATION DETAILS o SECTION - NON-BEARING STEPDOWN U DETAIL - PAD FOOTING AT PAVERS - SHEET 2 of 2 SD -2 SD -2 SHEET: S D-2 (2) MSTAM36-Z STRAPS ULSBERG HENGINEERING, NAIL EACH STRAP TO CRIPPLE STUD INC. 3" MAXIMUM OVERHANG WITH (13) 10d COM NAILS — S 11481 OLD ST. AUGUSTINE RD, UITE # 202 D., . SU - (OPTIONAL) < N FASTENS TRAP TO FOUNDATION JACKSONVILLE, FL. 58 - P: 904.886.2401 F: 904.260.4367 CONCRETE SLABa. m WALL WITH (8)'/a" x 2Ya" CONCRETE SCREWS INTO MASONRY OR �•HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 \ (8)Y" x 1 %" CONCRETE SCREWS INTO CONCRETE. Slgj��°�'��� / (1) #5 CONT. CONCRETE SCREWS SHALL BE POWERS "TAPPER" WITH PERMA-SEAL a ♦ ... A �'o .3 ` O•.• ENS` •••, ''.� CMU STEMWALL WITH (1) #4 @ FINISH OR EQUAL..••• �1 F •�Q2'";' 48"O.C. AND IN EACH CORNER. = = STRAP SHALL BE COVERED WITH .50791 x"y FILL CELL SOLID AT EACH #4 \ REBAR. HOOK REBAR 16" INTO �/ \ �/ SIDING OR STUCCO C ` PORCH SLAB AND 6" INTO FOOTING. \ viv/ivv/iv NOTE: TDETAIL MAY BE SUBSTITUTED FOR _ �; AT °' .� '� OF AwA� EITHER THE PA51 STRAP (STEMWALL) V-8" (2) #5 CONT. THE STHD14 STRAP (MONOLITHIC).t< L SECTION - PORCH STEMWALL R DETAIL - EMBEDDED STRAP ALTERNATE SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -2 ENGINEER FOR ADDITIONAL REQUIREMENTS, NOTE: 3 SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH NOT TO BE DAMAGED DURING THE CUTTING PROCESS. E CONCRETE SLAB (TYPICALLY 1 -4 HOURS IN WARM WEATHER) n C0�0 0 LJ - AA VA/AA/AAS - FILL CUT WITH 1" DEEP x/8" WIDE SAW ❑ �� jVA�� j� , ELASTOMERIC CUT AT DENOTED GRADE ❑ - /�AjAAjVA�A��1) #5 CONT. FILLER LOCATIONS. ❑ /\\/\\/\\ 8" CMU STEMWALL WITH (1) #4 @ Aj/AAj,\'48"O.C. AND IN EACH CORNER. e FILL CELL SOLID AT EACH #4 / REBAR. HOOK R EBAR 16" INTO PORCH SLAB AND 6" INTO - 6\ ` FOOTING. 1'-8" (2) #5 CONT. CONCRETE SLAB-)FFICE COPY SECTION - PORCH STEMWALL WITH BRICK T SECTION - TYPICAL SAW -CUT CONTROL JOINT CLIENT: BULKY DAVIS M (� SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACTSD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. PROJECT: 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) L JOB NUMBER: COUNTY: 18-1434 DIIVAL TREATED POST 3 SCALE: CONCRETE SLAB = V-0" (U.O.N.) PAVERS BY OTHERSABU_ POST BASE WITH o DO NOT SCALE THIS DRAWING zz—e" GALV. ANCHOR EMBEDDED RELEASE DATE: CURB HEIGHT VARIES 12" (SET -XP ADHESIVE) 09-14-18 REVISIONS: 8" TALL, 12" SQUARE GROUTED CMU OR CAST -IN-PLACE CONCRETE PEDESTAL ON 24"X 24"X 12" PAD `DRAWN BY. CMF - BTC 8" (1) #4 CONT. 2'-0„ FOOTING WITH (2) #5 EACH WAY CHECKED BY: TITLE: FOUNDATION DETAILS o SECTION - NON-BEARING STEPDOWN U DETAIL - PAD FOOTING AT PAVERS - SHEET 2 of 2 SD -2 SD -2 SHEET: S D-2 ULSBERG ROOF COVERING (BY OTHERS) HENGINEERING, INC. - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 ROOF TRUSSES JACKSONVILLE, FL. 32258 CORNICE DETAIL - P: 904.886.2401 F: 904.260.4367 DOUBLE PLATE (BY OTHERS) I www.HulsbergEngineering.com NUT WITH 2"x 2"x -!'WASHER / FLORID UMBER: 25846 ALTERNATE: SIMPSON LBPSY SLOTTED I h �.�`w cJ- S'/I,rA''����i�� WASHER WITH 1" WASHER. i ��J` O •�... ..1, '• 4oi�', s/a"0 THREADED ROD z t�� ,' \GE SF•%,0, %6" OR %32" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF y ; '%2" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF 791 SIMPSON %"0 x 6 a" TITEN HD ROD COUPLER 0" SIMPSON a"id x 6"TITEN HD OR 2x_ No.2 SPF OR No. 2 SYP \ _ %z" RATED SHEATHING, EXPOSURE I -METAL ROOF e" THREADED ROD SET IN ADHESIVE OR e" THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH (2)0.131"x 34" FASTEN WITH 0.113" x 2 a" RING SHANK 2 E WITH MINIMUM 4" EMBEDMENT MINIMUM 4" EMBEDMENT WITH NUT & 1" ENDNAILS AT TRUSS (U.O.N.) NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS.4 , S WITH NUT & 1" WASHER WASHER GYPSUM BOARD 3 '4 T O CONNECTOR AT EACH TRUSS%.�(,� •• . OR . ••• ��`` • • ..S ... • ��,,,. �i (SEE TRUSS CONNECTION SCHEDULE) G . (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) - FL PE' No. 50791 C DETAIL -ANCHOR BOLT DETiAIL - THREADED ROD ASSEMBLY GYPSUM BOARD m COMMENTS: SD -3 %6" RATED SHEATHING, EXPOSURE 1. FASTEN WITH 0.131" x 2X2" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) NUT WITH 1" CUT WASHER 2x_ SPF #2 SOLE PLATE (U.O.N) NAIL TO RIM E ROOF COVERING (BY OTHERS) BOARD WITH 0.131"x 3Xa" NAILS @ 6"O.C. ROOF TRUSSES CORNICE DETAIL 2a2" RATED STURD-I-FLOOR (T&G) SHEATHING (BY OTHERS) I GLUED AND NAILED. FASTEN WITH 0.131"x 2X2" RING SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE j FIELD. FLOOR JOIST (I -JOIST SHOWN, SAWN I JOIST "C" ON R OPEN WEB TRUSS) 4 FOR � 3 %6" 00%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF '%2" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF :\X—GYPSUM BOARD - 2x_ No.2 SPF OR No. 2 SYP \ _ 'Y32" RATED SHEATHING, EXPOSURE I - METAL ROOF SUBFASCIA WITH (2) 0.131"x 34" FASTEN WITH 0.113" x 2 a" RING SHANK RIM BOARD ENDNAILS AT TRUSS (U.O.N.) NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH (2) 0.131"x 34" TOENAILS -GYPSUM BOARD OFFICE I P1®P CONNECTOR AT EACH TRUSS - (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) r- !V (SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH -( 0.131"x 34- NAILS @ 8"O.C. CLIENT: 2) 2x— SYP #2 DOUBLE PLATE (U.O.N.) 3 BUCKY DAMS APPLY SHEATHING HORIZONTALLY FOR STUCCO THREADED COUPLING AS REQUIRED APPLY SHEATHING HORIZONTALLY FOR STUCCO -GYPSUM BOARD APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 N APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE GYPSUM BOARD T PROJECT: RATED OR 15/ 32" RATED SHEATHING MAY BE - 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) INSTALLED VERTICALLY. s 24 PARADISE PRESERVE INSTALLED VERTICALLY. 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. (SEE WALL LAYOUT)t (TUPELO SPEC HOUSE) -%6" RATED SHEATHING, EXPOSURE L %6" RATED SHEATHING, EXPOSURE 1. L JOB NUMBER: 11,13A I COUNTY: DUVAL FASTEN WITH 0.131" x 2Y2" NAILS @ 6"O.C. ON FASTEN WITH 0.131" x 2Y2" NAILS @ 6"O.C. ON - EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. NOTE: EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. c SCALE: SILL PLATES ON EXTERIOR WALLS (U.O.N.) (BLOCK ALL EDGES) SILL PLATES ON EXTERIOR WALLS (U.O.N.) (BLOCK ALL EDGES) Y8 = 1' O" (U.O.N.) NOTE: E SHALL BE ANCHORED BY THREADED E DO NOT SCALE THIS DRAWING SHALL BE ANCHORED BY THREADED - THREADED ROD ASSEMBLY AT RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT y RELEASE DATE: RODS SUPPLEMENTED BY ADDITIONAL NOTED SPACING (SEE DETAIL "C"v 09-14-18 ANCHOR BOLTS AS REQUIRED TO ANCHOR BOLTS AS REQUIRED TO NOTED SPACING (SEE DETAIL "C" m THIS SHEET) REVISIONS: MAINTAIN MAXIMUM 48"O.C. SPACING MAINTAIN MAXIMUM 48"O.C. SPACING THIS SHEET) (U.O.N.) /-2 x— TREATED SYP #2 SILL PLATE WITH ANCHORS (U.O.N.) c INSET WALLYz" FOR STUCCO (SEE DETAIL "C"THIS SHEET) INSET WALLYz" FOR STUCCO 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS APPLICATIONS APPLICATIONS (SEE DETAIL "C" THIS SHEET) DRAWN BY: CMF BTC CHECKED BY: FSS C>' SEE FOUNDATION DETAILS— SEE FOUNDATION DETAILS TITLE: FRAMING DETAILS B SECTION - TYPICAL EXTERIOR TWO STORY WALL - SHEET 1 of 3 A SECTION - TYPICAL EXTERIOR ONE STORY WALL sD 3 � SHEET: SD3 SD -3 L � 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND BOARD WITH 0.131"x 3k NAILS @ 6-O.C. BAND BOARD OPEN WEB TRUSS SHEATHING CONTINUOUS FROM BAND BOARD TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH EDGE NAILING REQUIREMENTS OF UPPER WALL TOENAIL TRUSS TO PLATE WITH (2) 0.131"x 34" NAILS DOUBLE PLATE (U.O.N.) C SECTION - TYPICAL OPEN WEB FLOOR TRUSS SD -4 UPLIFT CONNECTOR (AS NOTED) 2x4 SPF BLOCKING- NAIL WITH (2) 0.131"x 3Ya" NAILS AT EACH END (END NAIL OR TOENAIL) TRUSS BOTTOM CHORD NAIL PORCH SHEATHING AS NOTED FRAMED WALL SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS SD -4 F SD -4 NAIL SCAB TO TOP CHORD WITH (4) 0.131"x 3Ya" NAILS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT (3) 0.131 "x 3Ya" NAILS TYPICAL AT EACH TRUSS 2x4 X -BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH (3) D.131"x 3Ya" TOENAILS TRUSS (AS NOTED) 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE PLATE WITH ).131"x 3Ya" NAILS @ 4"O.C. )OUBLE PLATE ✓INIMUM %6" RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT (BLOCK ALL EDGES) SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS SECTION ONLY APPLIES WHEN REFERENCED NAIL EACH END OF BLOCKING TO BOTTOM CHORDS WITH (3) 0.131"x 3Ya" INSTALL 2x4 BLOCKING BETWEEN TRUSS BOTTOM CHORDS @ 12"O.C. BOTTOM CHORD OF TRUSS NAIL EACH BLOCK TO DOUBLE PLATE WITH (3) 0.131"x 3Ya" NAILS DOUBLE PLATE MINIMUM %6" RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT (BLOCK ALL EDGES) _ H SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS SD -4 THIS SECTION ONLY APPLIES WHEN REFERENCED .,,—SILL PLATE (BELOW) 2x_ CORNER FRAMING FULL HEIGHT STUDS (TYPICAL) (2) ROWS OF 0.131"x 3Y" NAILS @ 12"O.C. STAGGERED (TYPICAL) 2x6 OR 2x8 FRAMED WALL SILL PLATE (BELOW) 2x4 CORNER FRAMING FULL HEIGHT STUDS MINIMUM OF (3) 2x4 BLOCKS 12" LONG NAILED WITH (4) 0.131 "x 3'/a" NAILS TO EACH ADJACENT STUD ALTERNATE: INSTALL SOLID STUD IN THIS SPACE 2x4 CORNER FRAMING FULL HEIGHT STUD (2) ROWS OF 0.131"x 3Ya" 2x4 FRAMED WALL NAILS @ 12"O.C. (�Z) SECTION - TYPICAL FRAMING AT 90° CORNERS SD -4 METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) DOUBLE PLATE 2x SPF #2 STUDS @ 16"O.C. THREADED ROD ASSEMBLY OR QUICK -TIE AT NOTED SPACING 2x TREATED SYP #2 SILL PLATE ` IL ` u / UPLIFT (ROOF) RODS OR QUICK -TIE METAL CONNECTOR OR BLOCKING REQUIRED (AS NOTED) DOUBLE PLATE SHEATHING (AS NOTED) 2x SPF #2 STUDS @ 16110.C. ANCHORBOLTS AT NOTED SPACING (48" O.C. MAXIMUM) 2x TREATED SYP #2 SILL PLATE \ II 4�% SHEARWALL SECTION - INTERIOR WALL CONDITIONS METAL CONNECTOR ----. NOT REQUIRED I DOUBLE PLATE 2x SPF #2 STUDS @ 16"O.C. CONCRETE 10d CUT NAIL @ 24"O.C. OR a'x 3 4" TAPCON SCREW @ 32"O.C. 2x TREATED SYP #2 SILL PLATE FLOOR LOAD ONLY OR ROOF WITH UPLIFT RELEASED ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 ' FLORID C.A. NUMBER: 25846 E o ��q►►INIIIII Illf/Ill _ ��C N ,••0 ••�• � a PROJECT: 24 PARADISE PRESERVE x (TUPELO SPEC HOUSE) JOB NUMBER: s S 2x SPF #2 STUDS @ 16"O.C. w SIMPSON SDWC 15450 SCREW DO NOT SCALE THIS DRAWING o i� @ 32"O,C,_(J Q N z 2x TREATED SYP #2 a S. PE SILL PLATE I1Vt�. 50791 a COMM NTS: ANCHOR BOLTS AT NOTED ZD PACING (32" O.C. MAXIMUM) ' Lk / m UPLIFT (ROOF) - SCREWS _ E CHECKED BY: FSS s BEARING AND/OR SHEARWALL) - OFFICE COPY m CLIENT: METAL CONNECTOR BUCKY DAVIS (AS NOTED) SIMPSON SDWC 15600 SCREW r @ 32"O.C. - U.O.N. a PROJECT: 24 PARADISE PRESERVE L (TUPELO SPEC HOUSE) JOB NUMBER: COUNTY: DOUBLE PLATE 2x SPF #2 STUDS @ 16"O.C. SCALE: %" = 1' 0" (U.O.N.) SIMPSON SDWC 15450 SCREW DO NOT SCALE THIS DRAWING RELEASE DATE: 09-14-18 @ 32"O,C,_(J Q N z 2x TREATED SYP #2 a REVISIONS: SILL PLATE ANCHOR BOLTS AT NOTED PACING (32" O.C. MAXIMUM) ' Lk / m UPLIFT (ROOF) - SCREWS _ DRAWN BY: CMF - BTC CHECKED BY: FSS TITLE: FRAMING DETAILS BEARING AND/OR SHEARWALL) - SHEET 2 of 3 SHEET: SD -4 JOINT IN LOWER PLATE (TYPICAL DOUBLE PLATE SPLICE) 48" MINIMUM SPLICE LENGTH JOINT TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE) IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER (2) 2x_ SYP #2 DOUBLE NAIL PLATE WITH PLATES WITH 0.131"x 3" UL S B ERG MINIMUM NAILING OF (16) 0.131"x 3" NAILS IN THIS ZONE. THREADED WITH 0.131"x 3Ya" NAILS 0 6"O.C. STAGGERED ROD ASSEMBLY CENTERED TYPICAL STUD TO ( I (TYPICAL) NAILS @ 8"O.C. STUD TO PLATE NAILING ENGINEERING, INC. ON SPLICE IN PLATE OR THREADED ROD DOUBLE PLATE STAGGERED - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 8" MAX. 6" MAX. ASS JOINT. _MBLY WITHIN 12" ON EACH SIDE OF JACK STUD AND KING CONNECTION I 6" MAX. STUB REQUIREMENTS I I TYPICAL FRAMING AT CHANGE IN STUD SIZE END NAIL TOENAIL - JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 AL (SEE WALL LAYOUT PLATE HEIGHT MSTA36 STRAPFLORIDA 2x4 (2) (3) 2x6 (3) (4) www.Hulsberg ineering.com C.. N MBER: 25846 e I I CENTERED ON CHANGE IN HEIGHT 2x8 (4) (5) Q S • ,����i. m � y ••••• .. THREADED ROD ASSEMBLY WITHINPLATE •. .� rs p, O G +•. �'. 6" OF SPLICE IN LOWER PLATE I I 2x4 BLOCKING BETWEEN 2x10 (5) (6) ••• •• •• /J ALTERNATE: IF ROD IS GREATER THAN 6" FROM SPLICE -ADD NAIL EACH PLATE TO JACK STUD \ \ / STUDS TOENAIL OR ENDNAIL EACH END ALL NAILS NOTED ARE 0.131"x 3Ya" • • 791 SSP AT SPLICE. WITH (3) 0.131"x 3Y" NAILS - TOENAIL _ NO = OR ENDNAIL (TYPICAL) TO ADJACENT : H \\ STUD WITH3 0.131'x 3Y4" = s-% ■ = . \ NAILS #2STUOS HEADER TO KING NAILING i • %• SO � _z � • ���� (SEE WALL LAYOUT) 2x6 (3) NAILS PER PLY '•• .." . •'` ,�� �C` �`o`' 0 DOUBLE SILL REQUIRED WHERE OPENING 2x8 (4) NAILS PER PLY i INA N PE 44POP o. 50791 WIDTH EXCEEDS 61" U.O.N.) COMM THREADED ROD 2x10 (5) NAILS PER PLY a ASSEMBLY AT NOTED SPACING 2x12 (6) NAILS PER PLY JOINT IN SILL PLATE 2x TREATED — 9Y OR9- 4" 4 u n u u u i u n n ° u u u u u u SYP SILL PLATE LVL (5) NAILS PER PLY 11%"OR 11'--" LVL (6) NAILS PER PLY E c T n u u u u n u n u u u u u u THREADED ROD ASSEMBLY 4" MIN.; 12" MAX ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE (SEE DETAIL "C" ON SHEET SD -3) CONNECTION 14" LVL (7) NAILS PER PLY - (BEYOND) BUILT-UP CORNER POST ANCHOR COUPLED TO THREADED ROD BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) 16" LVL (8) NAILS PER PLY (SEE DETAIL "C" ON SHEET SD -3) NAIL EACH PLY WITH 0.131"x 3Ya" NAILS @ 6"O.C. STAGGERED L DETAIL - TYPICAL WALL FRAMING CONDITIONS 3 SD -5 12" MAX. INSTALL MSTA24 STRAP - OFFICE COPY INSTALL DSP CLIP @ 32"O.C• LOOPED OVER DOUBLE MAXIMUM SPACING (U.O.N.) PLATE. NAIL TO CRIPPLE ON R EACH SIDE WITH (6) m CLIENT: .131" x 0/2" NAILS. s BUCKY DAVIS DOUBLE PLATE JACKS AND KING STUDS STRAP CRIPPLE PROJECT: (AS NOTED) HEADER (AS NOTED) TO HEADER WITH LSTA18 STRAP - 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) 2x_ BLOCKING (TYPICAL) t JOB NUMBER: COUNTY: - SCALE: 3° Y°=1' O" U.O.N. - 3)0.131"x3Ya"TOENAILS ATEASHEND TYPICAL ----------------------- _ ______________________ THREADED--n---n---Ti---7-i----- f--n---r,---Ti---_-i----fr-- THREADED I AIL EAC SILL PLY TO KING STUD WITH (3) 0.131"x 3Ya" NAILS - TOi=NAIL ROD ASSEMBLY II II II II II I I II II II II II I ROD ASSEMBLY E DO NOT SCALE THIS DRAWING OR ENDNAIL (TYPICAL) TYPICAL NOTE: I i NOTE: »RELEASE DATE: z 09-14-18 BEVEL BLOCKING AS REQUIRE[) FOR MINIMUM 1 THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY a REVISIONS: X2" NOT REQUIRED AT GARAGE 1 NOT REQUIRED AT GARAGE L NAIL PENETRATION INTO MAIN MEMBERS. (TYPICAL) FRAMING DOOR OPENINGS (U.O.N.) i DOOR OPENINGS (U.O.N.) - (2) 2x_ SILL SHEATHING MAY CANTILEVER IJP TO 2" tiDRAWN II II uu �� ANCHOR AS REQUIRED n � = BY: CMF - BTC CHECKED BY MAXIMUM PAST SUPPORTS. ALL WINRED OW FLUSH HEADER CONDITION DROPPED ANCHOR AS REQUIRED HEADER CONDITION FSS TITLE: ATTACHMENTS MUST BE ANCHORED INTO NTO 2x_ FRAMING DETAILS MEMBERS. - SHEET 3 of 3 M DETAIL - TYPICAL ARCH TOP OPENING N DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGSte SHEET: s SD SD -5 SD -5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 0 -5 END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 16"O.C. 24"O.C. 16"O.C. 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 17" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO )9" 68" TO 145" 60" TO 126" 2x6 L -BRACE 115" TO 182" 100" TO 158" 146" TO 232" 127" TO 201" LAST TRUSS IN ROW REQUIRING BRACING /;NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS UL S ERG 2x4 BLOCKING - TOENAIL OR ENDNAIL ENGINEERING, INC. EACH END TO ADJACENT TRUSS WITHRATED ROOF SHEATHING - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 (3) NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE _ JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 ROOF SHEATHING WEBS WITH (2) NAILS www.HulsbergEngineering.com 2x4 SPF No.2 DIAGONAL BRACE - FLORIDA C.A. NUMBER: 25846 ROOF TRUSS (BY OTHERS) WITH (TYPICAL AT EACH END OF BRACE (IF REQUIRED) CONTINUOUS LATERAL BRACING) E NOTE: gaaO o, I I TO REPLACE 1 ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS . . • BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER O AGE $ Q o FLEXIBLE FINISHES ARE WOOD SIDING, HARD[ -PANEL, j j INSTALL 2x4 No.2 SYP T -BRACE NAILED TO WEB WITH (3) NAILS •.•• �% EACH PLY OF TRUSS WEB AT 6"O.C. WITH BRICK VENEER, ETC. CONTINUOUS LATERAL BRACE (QUANTITY '� d a CRATED ROOF SHEATHING I I 0.131" x 3" NAILS TO REPLACE (2) ROWS OF - 0• 7 E I a 2x L -BRACE NAILED TO I I i LATERALBRACING INSTALL 2x6 No.2 SYP` AND LOCATION DEFINED BY TRUSS SHOP VERTICAL WEB WITH I'I T BRACE NAILED TO EACH PLY OF TRUSS << DRAWING.) _ = • I g 0.131"x 3" NAILS @ 6"O.C. ---- I --- -- WEB WITH 0.131" x 3" NAILS @ 6"O.C. 1 NAIL CONTINUOUS LATERAL BRACE TO _ STA O EACH TRUSS WEB WITH (2) NAILS 3 'e� •0 Lu VERTICAL WEB IN GABLE a END TRUSS j ROOF TRUSSES (BY OTHERS) _ ��s `` .. R:09 2x_ LOOKOUTS AT 48"O.C. (3) TRUSSES NOTES. = �''h `N, PE I \ I IMUM 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 'P No. 50791 l w 1 NOTE: FOR CONTINU S LATERAL B CE a COMMEN 0 16" )R 24" O.C. T -BRACING TO BE USED WHEN CONTINUOUS No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) 111 11 1 t III I ElLu11 SPACIN'3 (SEE TABLE) LATERAL BRACING IS IMPRACTICAL 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) A DETAIL - TYPICAL VERTICAL BRACING AT GABLE END B SECTION - TYPICAL T -BRACE C DETAIL- TYPICAL LATERAL TRUSS BRACING SD -6 5D-6 SD -6 2x4 SYP BLOCKING BETWEEN (3) 0.131"x 3Ya" TOENAILS E LOOKOUTS 1-12.5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3)/4NAILS AT EACH LOOKOUT TO NUT & 3"x 3"x X" WASHER EXTERIOR SHEATHING SHALL 2x4 LOOKOUTS @ 48"O.C. FOR TOP CHORD OF TRUSS. (SEE THREADED ROD ASSEMBLY DETAILS.) 2x6 BLOCKING BETWEEN TRUSSES WITH BE NAILED TO BOTTOM CHORD DVERHANG 2x4 BLOCKING 12" LONG 2x_ SCAB MATCH BOTTOM CHORD WITH Y2" OF TRUSS WITH / GOOF SHEATHING (AS NOTED) (3) 0.131"x 3Ya" NAILS EACH END REQUIRED BETWEEN SPACERS - NAIL w/ (3) 0.131"x 3" NAILS ) 0.131"x 2 1/2" NAILS @ 6"O.C. / ROOF SHEATHING (AS NOTED) ' LOOKOUTS (U.O.N. ON WALL LAYOUT) _ / BOTTOM CHORD OF GABLE END TRUSS — e 2x_ BARGE RAFTER BALLOON FRAMED STUDS �\ (AS NOTED) I I I I I I FASCIA (BY OTHERS) THREADED ROD ASSEMBLY SINGLE PLATE NAIL TO TRUSS I SECTION A -A / I I\� I I 2x4 LOOKOUTS @ 48O.C. 2x4 LOOKOUTS @ 48"O.C. w BOTTOM CHORDWITH 0.131" x 3Ya" I I I I I " FOR OVERHANG NAILS @ 6"O.C. H3 CLIP OR SDWC 15450 OR EQUAL H3 OR EQUAL AT AT EACH LOOKOUT EACH LOOKOUT GABLE END TRUSS (DROP GABLE) OFFICE C®PY ROOF SHEATHING (AS NOTED) 2x6 BRACE SPACED @ 48"O.C. CLIENT: D DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT I I I ( I I UNLESS OTHERWISE NOTED TOP CHORD OF GABLE END e BUCKY DAVIS �� ON ROOF LAYOUT. TRUSS SD -6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN %2 OF EXTERIOR ROOF PITCH i; i I i i �� ADD 2x4 T -BRACE NAILED @ 6"O.C. VERTICAL WEB OF GABLE EN m PROJECT: H2.5A AT EACH LOOKOUT I I I I WITH 0.131"x 2 2" NAILS IF BRACE TRUSS s 24 PARADISE PRESERVE �Q LENGTH EXCEEDS 9'4'. (TUPELO SPEC HOUSE ,.x4 LOOKOUTS @ 48"O.C. FOR I I I (I o� i I \ /—NUT & 3"x 3"xin" WASHER :9 ,JOB N BER: COUNTY: OVERHANG - 12" LONG SCAB SCALE: / DUVAL ROOF SHEATHING (AS NOTED) LSTA12, LTP4, OR SDWC 15600 A 3 x4 SYP BLOCKING BETWEEN — @ 48"O.C• ( MATCH BOTTOM CHORD) E = 1'-O" (U.O.N.) LOOKOUTS �\ / DO NOT SCALE THIS DRAWING 13ALLOON FRAMED STUDS T \ SEE DETAIL "G" ON SD -6 WITH YY SPACERS 2 RELEASE DATE: (AS NOTED) \ WHERE THREADED RODS d 09-14-18 GBC CLIP- 2 REQUIRED AT EACH BRACE ARE SPECIFIED. REVISIONS: )OUBLE PLATE () EBOTTOM ND TRUSS ORD OF GABLE ANTERIOR VAULTI ti TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING _ EIXTERIOR SHEATHING SHALL BE TRUSS TO DOUBLE PLATE WITH (2) 2x_ DOUBLE PLATE DRAWN BY: 0.131"x 3Ya" NAILS 8"O.C. CMF - BTC q�AILED TO UPPER PLY OF @ NOTE: THREADED ROD ASSEMBLY CHECKED BY: FSS lIl)OUBLE PLATE WITH \ 2x4 DRYWALL BACKING INSTALLED - — -U131"x 2 Y WALL @ 6"OT) \ / CONTINUOUSLY BETWEEN BRACES ALL MEMBERS SHALL BE #2 SYP. 2x—STUDS TITLE: TRUSS BRACING AND GABLE DETAILS �1 DETAIL - BALLOON FRAMED GABLE END (HIGH CEILING VAULT) SECTION - GABLE END DIAGONAL BRACING G SECTION -PLATFORM FRAMED GABLE END d SHEET: sD-6 INTERIOR CEILING PITCH EXCEEDSY2 OF EXTERIOR ROOF PITCH SD -6 THREADED ROD NOT SHOWN FOR CLARITY sD-6 0 J[� D-6 ® INSTALL SSP or SPH_ CLIPS AT 32"O.C. AT UL SB ERG NOTE: DOUBLE PLATE HENGINEERING, INC. ATTACH DOUBLE PLATE TO STUD PER = ALTERNATE: MSTA24 STRAP LOOPED OVER _ 11481 OLD ST, AUGUSTINE RD., SUITE # 202 DETAIL "G" ON SD -7 JACKSONVILLE, FL. 32258 DOUBLE PLATE NAILED WITH (6) 10d x 1 2 NAILS - P: 904.886.2401 F: 904.260.4367 UPPER LEVEL STUD EXTERIOR BEAM (AS NOTED) INTO EACH SIDE OF STUD www.HulsbergEngineering.com CS16 STRAP (CUT TO LENGTH) FROM UPPER DOUBLE PLATE UPPER LEVEL STUD F tO�rVi BER: 25846 _ STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). CS16 STRAP (CUT TO LENGTH) FROM UPPER Na,`„ S. '/I�%''i�i / NOTCH BEAM AS REQUIRED TO - STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). E •.�.•"""••., S'rJIlk / 1 INTO BEAM WITH ST 10d NAILS. FIT BENEATH DOUBLE PLATE NAIL INTO UPPER STUD WITH (11) 10d AND NAIL Q.� ��GENS '..0 � NAIL INTO UPPER STUD WITH (11) 10d AND NAIL 1!y INTO HEADER WITH (11) 10d NAILS. �• •�� BEGIN NAILING V MINIMUM ABOVE SOLE PLATE BEAM BEARS ON (2) 2x_ JACKS / BEGIN NAILING 1" MINIMUM BELOW TOP OF (TYPICAL- U.O.N.) BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 0• d REQUIREDNAILING NOT BEAM CONDITION: 1 PLATE AND LOWER DOUBLE UPPER SILL o PLATE*r -STA OF I. BEAM (AS NOTED) (NOTCHED BEAM) FLOOR SYSTEM (AS NOTED) ` 'per* , A- P• �� '� _= BEGIN NAILING 1" MINIMUM BELOW DOUBLE a°'��Fss • ' R. A DETAIL - UPPER LEUEL STUD OVER BEAM' PLATE - Ot(j; SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED dP1tiFL P No. 50791 ON, PE -- - DOUBLE PLATE - FL PE No. 5D791 ,, TE WITH v COMMENTS: NAIL SHEATHING TO DOUBLE PLA (2) ROWS OF 0.131'x 2/2 NAILS @ 6"O.0 LOWER LEVEL HEADER (AS NOTED) MONOLITHIC FOUNDATION -EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"0.(,. %" x 6" TITEN HD SCREW ANCHOR or Y8" x 6" SCREW ANCHOR BY HURRI-BOLT, INC. INSTALL DSP CLIPS @ 24" O.C. OR or 3/8" THREADED ROD SET 4X2" INTO ADHESIVE SPH_ @ 32"O.C' G DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW EXTERIOR BEAM (AS NOTED) STEMWALL FOUNDATION - EXTERIOR DOUBLE PLATE SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED E Y2`THREADED ROD SET 7" INTO ADHESIVE BEAM INSTALLED BENEATH DOUBLE PLATE 3 OFFICE COPY CLIENT: 3 BUCKY DAVIS PROJECT: 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) JOB NUMBER: COUNTY: 3 SCALE: -0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 09-14-18 REVISIONS: DRAWN BY: CMF - BTC CHECKED BY: FSS TITLE: METAL CONNECTOR - DETAILS SHEET: D DETAIL - TYPICAL HDU8 INSTALLATION F SD -7 (USP PHD6 SIMILAR) SD -7 S D-7 L INTERIOR APPLICATIONS- BEAM BEARS ON (2) 2x_ JACKS Sim son ID IF EDGE DISTANCE EXCEEDS 5" (TYPICAL - U.O.N.) FL # USE MONOLITHIC CONDITION CONDITION: 2 A35 10446.1 (DROPPED BEAM) 17244.23 DETAIL TYPICAL DTT2-Z INSTALLATION E DETAIL - EXTERIOR BEAM TO WALL CONNECTION ABU44 - Z B - �SD-7 17239.13 SD -7 (USP DTB-TZ SIMILAR) MONOLITHIC FOUNDATION - EXTERIOR ABU66 - Z 10860.4 Y" x 12" TITEN HD SCREW ANCHOR ALTERNATE ANCHOR: (12) 0.162" x 211" or (12) 0.16T x 31/V or Y8" THREADED ROD SET 7" INTO ADHESIVE _ ° Y2" x 6" TITEN HD 10852.2 RS150 EXTERIOR BEAM (MECHANICALLY GALVANIZED) (11) 0.148"x Tin each end - (22) total STEMWALL FOUNDATION - EXTERIOR (AS NOTED) WITH 2" xYa" WASHER 10456.:F-RSPT6-2 THREADED ROD SET 12" INTO ADHESIVE H6 CLIP FROM (8) 0.14T x 1%" into studs (6) 0.148'x 111/V into double plate INTERIOR APPLICATIONS- POST TO BEAM 10441.1 IF EDGE DISTANCE EXCEEDS 5" USE LAP BEAM PLIES AND (8)'/." x 11/" SDS Y x 12" TITEN HD SCREW ANCHOR NAIL AS SHOWN - (5) 10861.3 or Y8" x 8" TITEN HD SCREW ANCHOR I 0.131"x 3%" NAILS PER PLY (5) 0.131" x 1'h" into gable brace (7) 0.131"x 21W into double plate or X" THREADED ROD SET 6" INTO ADHESIVE - PT POST (AS NOTED) 10456.3 C DETAIL - TYPICAL HTT5 INSTALLATION H6 CLIP FROM POST L'll TO BEAM PT POST (AS NOTED) III (5) 0.131" x 2'/." in each end - (10) total SD -7 (USP PHD5 SIMILAR) H2.5r EXTERIOR BEAM ill ABU POST BASE n/a: use RT7 17236.11 MONOLITHIC FOUNDATION -EXTERIOR (AS NOTED) (AS NOTED III ) H3 %" THREADED ROD SET 15" INTO ADHESIVE PLAN VIEW AT TOP OF POST •O, ? A" THREADED ROD WITH NUT SET IN 17236.11 STEMWALL FOUNDATION - EXTERIOR o 1 ADHESIVE H6 X" THREADED ROD SET 15" INTO ADHESIVE - (7" EMBEDMENT) `- -JI/a a 17244.17 INTERIOR APPLICATIONS- d 1 ° 11 10446.8 IF EDGE DISTANCE EXCEEDS 5" USE4 �� (5) 0.148"x 11h" in each end - (10) total Y8" THREADED ROD SET 8" INTO ADHESIVE \ 10441.3 n/a: use UPHDS SIDE VIEW AT BASE OF POST (20)1/." x 3" SDS 7/9'w/ 12" embed DETAIL TYPICAL CONNECTIONS AT EXTERIOR POST 10441.4 3 OFFICE COPY CLIENT: 3 BUCKY DAVIS PROJECT: 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) JOB NUMBER: COUNTY: 3 SCALE: -0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 09-14-18 REVISIONS: DRAWN BY: CMF - BTC CHECKED BY: FSS TITLE: METAL CONNECTOR - DETAILS SHEET: D DETAIL - TYPICAL HDU8 INSTALLATION F SD -7 (USP PHD6 SIMILAR) SD -7 S D-7 L Metal Connector Fastening Schedule Sim son ID FL # MITEK/USP ID FL # Fasteners Anchorage U.O.N.) A35 10446.1 MPA1 17244.23 (12) 0.131" x 1%" _x31/2" n/a ABU44 - Z 10860.4 PAU44 - TZ 17239.13 (12) 0.167 x 21/V or (12) 0.162" 578" w/ T embed - ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) 0.162" x 211" or (12) 0.16T x 31/V 5/9'w/ 7" embed CS16 10852.2 RS150 17244.27 (11) 0.148"x Tin each end - (22) total n/a DSP 10456.:F-RSPT6-2 17244.29 (8) 0.14T x 1%" into studs (6) 0.148'x 111/V into double plate n/a DTT2Z 10441.1 OTB -TZ 17219.1 (8)'/." x 11/" SDS %"w/ 41W embed (mono) & 7" embed (stem) GBC 10861.3 HC520 N/A (5) 0.131" x 1'h" into gable brace (7) 0.131"x 21W into double plate Wa H2.5A 10456.3 n/a: use RT7 17236.11 (5) 0.131" x 2'/." in each end - (10) total n/a H2.5r 10446.8 n/a: use RT7 17236.11 (5) 0.131" x 1 h" in each end - (10) total n/a H3 10456.3 RT3A 17236.11 (4) 0.131" x 211" in each end - (8) total n/a H6 10456.3 LFTA6 17244.17 (8) 0.131" x 2%" in each end - (16) total n/a H8 10446.8 RTSA 17236.11 (5) 0.148"x 11h" in each end - (10) total n1a HDQ8 10441.3 n/a: use UPHDS 17219.6 (20)1/." x 3" SDS 7/9'w/ 12" embed HDU5 10441.4 PHD5 17219.4 (14)1/4x 212" SDS 504 7" embed (mono) & 12" embed (stem) HDU8 10441.4 PHD6 17219.4 (20)1/4" x T SDS 7/8"w/ 12" embed HETA16 14473.3 HTA16 17680.4 (10) 0.148" x 1%" 4" embed HTS20/24/30 10456.6 HTW20/24JW 17244.8 (10) 0.148" x 3" in each end - (20) total n/a HTSM16/20 11473.12 HTVVM16120 6223.2 (8) 0.148" x 3" into wood (4)1/." x 7/4" Titen into CMU (4)1/." x 11/." Titan into concrete We 17324.2 (18) 0.162" x 7/P 518"w/ 7" embed (mono) & 12" embed (stem) HTi5 17324.2 (26) 0.162"x 21/:" 5/8" w/ T'embed (mono) & 12" embed (stem) =H441HTi4 3 MP4F 17244.24 (12) 0.131" x 1? z" Ma LSTA18 17244.18 (7) 0.148"x Tin each end - (14) total n/a LTW 12 17244.8 (6) 0.148" x Tin each end - (12) total nla MSTA24 10852.9 MSTA24 17244.18 (9) 0.146" x 3" in each end - (18) total Ma MSTAM24 11473.11 MSTAM24 17325.1 (9) 0.148" x 3" into wood (5)'/." x 21/V Titen into CMU (5) h" x 1'/." Tien into concrete We MSTA30 10852.9 MSTA30 17244.18 (11) 0.148" x 3" in each end - (22) total n/a MSTA36 10852.9 MSTA36 17244.18 (13) 0.148" x 3" in each end - (25) total n/a MSTAM36 11473.11 MSTAM36 17325.1 (13) 0.148" x 3" into wood (8)1/4" x 2'/4" Tien into CMU (8) 1W x I%" Tien into concrete n/a MTS12120 10456.8 MTW12120 17244.8 (7) 0,148"x 3" in each end - (14) total n/a MTSM16120 11473.12 HTVVM161ZU 6223.2 (7) 0.148" x T into wood (4)'/." x 7/4" Tien into CMU (4) 1/4" x 1'/4" Tten into concrete n/a PA51 13326.4 TA51 N/A (14) 0.162" x 21/P or (14) 0.162" x 31W 4" embed SPH4/6 10456.12 SPTH4/6 17244.32 (12) 0.149'x 1%" n/a SSP 10446.1 RSPT6 17244.29 (4) 0.148!'x 1%" into studs (3) 0,148"x 1'/z" into double plate We STHD14 13326.7 STAD14 17230.3 (30) 0.148" x 3'/." 14" embed Notes: 1.) All connectors manufactured by Simpson Strong -Tie or MTEK/USP (U.O.N.) 2.) Mono = monolithic concrete; stem = m asonrystemwall or bond beam 3.} Anchorage refers to threaded anchors with noted diameters and embedment depths 3 OFFICE COPY CLIENT: 3 BUCKY DAVIS PROJECT: 24 PARADISE PRESERVE (TUPELO SPEC HOUSE) JOB NUMBER: COUNTY: 3 SCALE: -0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 09-14-18 REVISIONS: DRAWN BY: CMF - BTC CHECKED BY: FSS TITLE: METAL CONNECTOR - DETAILS SHEET: D DETAIL - TYPICAL HDU8 INSTALLATION F SD -7 (USP PHD6 SIMILAR) SD -7 S D-7 L DOUBLE PLATE FASTEN SHEATHING TO HEADER--_______ IN 3" GRID PATTERN AND FASTEN SHEATHING TO ALL FRAMING @ 3" O.C. USE 0.131" x 2%" NAILS AT ALL LOCATIONS (U.O.N.) FASTEN PLATE TO HEADER-,,"",, w/ (2) ROWS OF 0.131" x 3%" @ 3" O.0 MINIMUM (3) STUDS�� MINIMUM %6"RATED SHEATHING --- APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS, EXCEPT THAT %6"STRUCTU RAL 1 RATED OR 1%2" RATED SHEATHING MAY BE INSTALLED VERTICALLY TYPICAL BLOCKING AT PANEL EDGES WITF+ 0.131" x 3" NAILS @ 3" O.C. IN EACH PANEL EDGE EMBEDDED STRAP PER DETAIL "F" ON SHEET SD -1 (OR HTT5 IF NOTED)\'_, %" EPDXIED ANCHOR BOLT w/ 7" MIN. EMBEDMENT w/`� MINIMUM 2" x 2" x %6" PLATE WASHER DETAIL -NARROW WALL METHOD DETAIL h ONCRETE FOOTING ER FOUNDATION PLAN UL S B ERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLO �F3>tiuNll(y1� R: 25846 E v�G E NSF-...,vV•\•p' �o. X0791 NATE 'OF FC�'f0�8NBIMM9CTIJ PE FL PE No. 50791 'ICOMMENTS OFFICE COPY CLIENT: BUCKY DAVIS PROJECT: 24 PARADISE PRESERVE 45 (TUPELO SPEC HOUSE) t JOB NUMBER: COUNTY: l'-0" (U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: 09-14-18 DRAWN BY: CMF - BTC y CHECKED BY: FSS TITLE: APA WALL DETAIL SHEET: SD -8- J J c o zw ° ° 0MINIMUM T. x 11 Y4" HEADER (SEE LAYOUT) MAY BE o RAISED TO BOTTOM OF DOUBLE PLATE ° (MAXIMUM 10' HEIGHT) MINIMUM (3) 2x4 FLATWISE ° ° op/ °° ° REQUIRED AT TOP OF OPENING WITH RAISED HEADER o ° to ° 2) MSTA30 STRAPS o H w x o o (2) STUDS J a —_MINIMUM ° 0 Lu Q - 1-- o 0 w o � °o ° ° Q = X ° < ° NOTE: SHEATHING ONLY SHOWN X °° FOR NARROW WALL SECTION < N ° REMAINING SHEATHING NOT o ° o o ° ° °' SHOWN FOR CLARITY o o ° °° ° ° ° ° ° MBEDDED STRAP PER o ° DETAIL "F" ON SHEET SD -1 °'° (OR HTT5 IF NOTED) fl A ° o/ ° °/ol DETAIL -NARROW WALL METHOD DETAIL h ONCRETE FOOTING ER FOUNDATION PLAN UL S B ERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLO �F3>tiuNll(y1� R: 25846 E v�G E NSF-...,vV•\•p' �o. X0791 NATE 'OF FC�'f0�8NBIMM9CTIJ PE FL PE No. 50791 'ICOMMENTS OFFICE COPY CLIENT: BUCKY DAVIS PROJECT: 24 PARADISE PRESERVE 45 (TUPELO SPEC HOUSE) t JOB NUMBER: COUNTY: l'-0" (U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: 09-14-18 DRAWN BY: CMF - BTC y CHECKED BY: FSS TITLE: APA WALL DETAIL SHEET: SD -8-