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1102/1104 Stocks St REV Updated Structural Eng Revision Request/Correction to Comments **ALL INFORMATION r,.~S�� �'' � HIGHLIGHTED IN s'' City of Atlantic Beach Building Department GRAY IS REQUIRED. "r 800 Seminole Rd, Atlantic Beach, FL 32233 RC---S(9-023C7 `ry``'';"~ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: O Zo/ I I Revision to Issued Permit OR Corrections to Comments Date: 11-i tf , Project Address: 1102. v j(0d# Sfadcf .c Contractor/Contact Name: attphih A44•41'N Contact Phone: 'u '46 2 0 Email: 24,10‘10‘e frhe-4010( ip1M4f-#N'` Description of Proposed Revision/Corrections: bifid Ott .Sfivi L 41•44-A,/ *e'it eleivel, NOV 14 .U19 I �- /W4I'.A. _. affirm the revision/correction to comments is inclusBg $ grOomilkripant. (printed name) City of Atlantic Beach, FL • Wil roposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • NI-proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ) (Contractor m7sigrrtfrintfea.se in valuation) i *Signature of Contractor/Agent: -,----7 (Office Use Only) CApproved El Denied El Not Applicable to Department Permit Fee ue$ Revision/Plan Review Comments (A/j 1-Dc 7t, P I -. T 1-'1° e Cr y ¢ Par .fr.I -}n q ore- feev,,e4.- Department Review Required: �^ (.Building' /, Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities / /• Z! '/q Public Safety Date Fire Services Updated 10/17/18 r DESIGN SPECIFICATIONS: GENERAL NOTES: 8, All concrete slabs on grade shall be the thickness as indicated on the drawings over j TT Project has been designed in accordance with the 6th Edition (2017) Florida Building 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with lJ �D��('! j D tJ H Code, Residential, and the Florida Building Code, Existing Building (as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, 6x6 W1.41.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, ENGINEERING, INC. DESIGN CRITERIA: and flashing requirements are not addressed in these plans. or fbermesh reinforcement shall be used with a minimum fiber length of 2' to 2 4' . - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in complying with ASTM C 1116. The dosage amount shall be 0.75 to 3.0 pounds per cubic yard in accordance with manufacturer's recommendations. JACKSONVILLE, FL. 32258 - 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.HulsbergEngineedng.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. NU ER: 25846 Building Risk Category: II Wind Exposure: B (Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the other deleterious material. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence, and temporary protection shall be provided in accordance with applicable code requirements. If soil treatment .� .�� Q Building Type: Type V Construction Wind Debris: NOT located in the debris bracing as to insure the safety of the building and its component parts during construction. is used, the treatment shall be done after all excavation, backfilling, and compaction . r • •• • ••., 3 :� -Borne 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 N 791 owner and/or contractor. Examples of such items include, but shall not be limited t i, commencing work. o compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density = determination of grade elevations, drainage features, and special requirements (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles; 1A E OF DESIGN DEAD LOADS: plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. 11. The following minimum concrete cover shall be provided for reinforcement:(`�; -i3 Q ; Q 3" Concrete cast against and permanently exposed to earth Floors: 6. All details and sections shown on the structural drawings are intended to be typical 2" Concrete exposed to earth or weather, ,. 1 /z Concrete not exposed to earth or weather 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 c NTS: wood subfloorin over wood truss, wood I -joist, or solid sawn lumber framing. The 9 1 g• floor where indicated otherwise. 12. All continuous reinforcing steel in concrete shall -be lap -spliced with the following Q 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 • ■ EVI S O REVISION Roofs: shall contact the Engineer for clarification in cases of conflict between the structural drawings and any drawings prepared by others prior to commencing work.BP•#f #5 bars: 26" minimum f47�S/q- p�-� b2 3�� #6 bars: 32" l Q2 s ( o4 Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) minimum DATE / Z( E Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 13. Reinforcement in footings shall be bent arou or corner Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of DESIGN LIVE LOADS: 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support E specified in the soils report shall be followed unless more stringent requirements are reinforcing steel. Support items which bear on exposed concrete surfaces shall have Floors: Exterior Balconies: 40 psf specified in these plans. ends which are plastic tipped or stainless steel MASONRY: OFFICE copy 2' Exterior Decks: 40 psf CONCRETE:' , Stairs: 40 psf (or 300 Ib point load) General: Garages: 50 psf (or 2000 lb point load) 1. All concrete work shall be in accordance with "Building Coda Requirements for All Other Areas: 40 psf Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301 1. All masonry work shall be in accordance with "Building Code Requirements for 3 4 2019 Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," ACI Without Storage: 10 psf Slabs on grade, footings, and misc. concrete: fc=2500psi 530.1-13 - With Limited Storage: 20 psf With Storage: 30 psf (fixed stair access) Structural slabs, walls, beams and columns: f'c=3000psi Designated radon zones only - all concrete: f,, 3000psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength ° Adi 3000 ASTM C1019. Grout d@�i ten "Specification psi per shall be mixed to provide a slump between 8" tErfit" (; � Y Alntic Beach FL Roofs: Less than 4:12 slope: 20 psf 3. Cement shall conform to for Portland Cemen!" (ASTM C150) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used 4:12 slope or greater: 16 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) in brick veneer. 2 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. MEDEROS HOMES material or other substances that are deleterious to concrete or steel reinforcement. Concrete Masonry (CMU): Wails: a PROJECT: Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1. Concrete masonry units (CMU) shall be ASTM G90-14, Hollow Load -Bearing Concrete ? STOCKS STREET Wind loads with other brittle finishes: L/240 structural drawings. All reinforcing details shall conform to "Details and Detailing of Masonry Units, normal weight, with a minimum compressive strength of 1900 psi UNITS 2 AND 3 Wind loads with flexible finishes: L/120 or L/180* Concrete Reinforcement," ACI 315, unless detailed otherwise or. the structural ( psi). fm=1900 t JOB NUMBER: COUNTY: nLIVAL * L/180 for exterior walls with interior gypsum board finish. drawings. Floors: Live Load: L/480 * 7. Tolerances for foundation and slab alignment as well as p!aceinent of reinforcement 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following SCALE: 1 o ' = 1'-0" (U.O.N.) Total Load: L/240 * shall be in accordance with "Standard Tolerances for Concrete Construction and minimum lengths: #4 bars: 20" minimum 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 V2" inside of the sill plate. #5 bars: 25" minimum z RELEASE DATE: Roofs: #6 bars: 30" minimum 07-01-19 a REVISIONS: Live Load: Ll240 Total Load: L/180 3. Grout all cells containing vertical reinforcement in 5'-4" maximum lifts. -- 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wall DRAWN BY: DJM height exceeds 5'-0". aCHECKED BY: 17 5. Beam reinforcement shall be continuous across control joints. - FSS 2 TITLE: GENERAL NOTES 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the - SHEET 1 of 2 structural drawings. SHEET: g S-1 Clay Masonry (Brick): 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Bric<, and Hollow Brick, respectively. Grade MW shall be used. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c, 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" o.c. and placed within 12" of the openings. 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and :ahall have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 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. 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for 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% thei the steel angle shall be attached to the wood framing with %8' x 3" lag screws 12" o.c. or Simpson %" x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Specificatic (NDS) for Wood Construction," 2015 edition. 2. Southern Yellow Pine member design incorporates design values for all sizes nd grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). 3. All wood members exposed to weather or in contact with masonry, concrete orlsoil shall be treated with an appropriate preservative suitable for the exposure conclitions. 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 B6951 Class 50. If borate treatment is used then galvanizing isnot 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 registered 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 manufacturer's license to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and installation drawings showing size, shape and layout. 8. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely f to their supporting walls or beams with metal connectors as noted in the Truss Connection Schedule. 10. All gable ends shall be balloon framed or braced in accordance with the detail as shown in the structural drawings. 13. Fasten plies of 1 %" wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131"x3'/4' nails @ 12"o.c. 3 -ply beams with (3) rows of 0.131"x3 %" nails @ 8"o.c. (each side) 4 -ply beams with (2) rows of Simpson 6 %" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM 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 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". 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 be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM A153, Class C, or ASTM B695, Class 50. 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by 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 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. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shallI 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation be provided by others. Manual," and the manufacturer's requirements. 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum r specifications: EDGE STRIP (5) LVL or Parallam LSL E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi 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. 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. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) Pos Neg Pos Neg 0 to 20 sf 18.3 -24.5 18.3 -19.8 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 50.1 to 100 sf 16.4 -20.61 16.4 -18.0 100.1 to 200 sf 15.5 -19.11 15.5 -17.1 200.1 to 500 sf 14.7 -17.41 14.7 -16.3 Soffit Design Pressure 18.3 -24.51 18.3 -19.8 tsase ueslgn vressure 10.50 GCpi = t0.1a TYPICAL EDGE STRIP (5) a = 3.0' TYPICAL INTERIOR ZONE (4) TEr QHULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 2,1 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineedng.com „ 6h9RIDA'O.M.tWl JMBER: 25846 p SE = $ No F LOYO'8 9'PSON, PE FL PE No. 50791 COMME T . 3 A 8 REVISED OFFICE COPY 1 _ T CLIENT: 3 MEDEROS HOMES J m PROJECT: STOCKS STREET TYPICAL EDGE STRIP (5) a=3.0' UNITS 2 AND 3 :9 1 JOB NUMBER: COUNTY: TYPICAL INTERIOR ZONE (4) q SCALE: E %" = 1'-0" (U.O.N.) 8 DO NOT SCALE THIS DRAWING RELEASE DATE: 07-01-19 DRAWN BY: D.JM CHECKED BY: FSS TITLE: GENERAL NOTES SHEET 2 of 2 SHEET: IWK/lm 24"x 24"x 12" PAD FOOTING - WITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 4" CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER 6 MIL VAPOR BARRIER COVERING CLEAN AND COMPACTED FILL II II II H I I SD -2 L I I �j D-2 II � I � cJ _ B CONTINUOU'S FOOTING ACROSS GA�AGE DOOR OPENING I I � � a co --- 41 19'-0" SPECIAL EMBEDDED STRAPS REQUIRED AT "NARROW WALLS". SEE DETAIL "A" ON SHEET SD -8. 4" CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER 6 MIL VAPOR BARRIER COVERING CLEAN AND COMPACTED FILL 11'-4" T-11" I 3' 92" II H I� SD -2 SD- -2 CJ 1-4"lzv v5 1' 4 19'-0" SPECIAL EMBEDDED STRAPS REQUIRED AT "NARROW WALLS". SEE DETAIL "A" ON SHEET SD -8. B SD- \ -24"x 24"x 12" PAD FOOTING WITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 FOUNDATION PLAN ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL, -32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineedng.com �tdER:25846 E V^�h• 150 \�p�`G�NSE• 2; I IIY�"��`1 6y6 �. SIMPSON, PE FL PE No. 50791 a COMMENTS:. s 11 OFFICE COPYI A B REVI>' �.z,•�� CLIENT: MEDEROS HOMES m PROJECT: STOCKS STREET UNITS 2 AND 3 t JOB NUMBER: __[COUNTY: - 19-1103 DUVAL E SCALE: S DO NOT SCALE THIS DRAWING RELEASE DATE: 07-01-19 CJ = SUGGESTED CONTROL JOINT a REVISIONS: LOCATIONS (SEE DETAIL "T" ON SD -2) DRAWN BY: = DENOTES TW� DJM FOOTING CONDITION CHECKED BY: FSS TITLE: FOUNDATION PLAN CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR I� TO CONSTRUCTION ll - m ® SHEET: S®3 -� E3 Lu H O z co J W U- LL V N J 0 Lu BALLOON FRAME WALL NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS W �v Ifl �� SW -3 SW -3 EACH EXTERIOR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 SW -3 _ -(2) 2x4 BUILT-UP POST (MIN.) (2) 2x12 CONTINUI TO CORNER (2) 2x4 BUILT -UPS POST (MIN.) LUC 210-2-Z HANGER (2) 2x12 CONTINUOUS L TO CORNER x (TYPICAL) CONSTRUCT USING APA NARROW WALL—�-' METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -8) WALL LAYOUT - FIRST FLOOR WALL FRAMING NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16.O.C. FOR PLATE HEIGHTS UP T09--1 Y" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1'/a" - 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 "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 18.3 psf± SHEARWALL LEGEND: ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 01 www. HulsberaEnnineerina.mm v Et`jS' 0-, No 5 91 _ AT OF cc L ,F SIS A00 OYD S. SI SON, PE FL PE No. 50791 = NON-BEARING WALL s o = BEARING WALL 3 B ` REVD' J a SW -6 1 • y w o = SHEARWALLS FASTENED WITH ¢�xo 8d COM (0.131"x 2%") NAILS m LL- 6"O.C. ON EDGES AND 12"0. OFFICE j o y ON INTERMEDIATE SUPPORTS. _ �+ _SW -3 o = SHEARWALLS FASTENED WITH 8d COM (0:131"x 2%") NAILS @ CLIENT. BALLOON FRAME 3"O.C. ON EDGES AND 12"0. 3 MEDEROS HOMES WALL ON INTERMEDIATE SUPPORTS. SBS = SHEATH BOTH SIDES OF WALL PROJECT: AT INDICATED SHEARWALL $ STOCKS STREET ° UNITS 2 AND 3 NOTE: NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. JOB NUMBER: COUNTY: THIS OPEN PORCH CEILING 19-1103 DUVAL REQUIRES A MINIMUM %" & SCALE: SHEATHING. FASTEN WITH 6d WOOD FRAMED HEADER LEGEND:E %B" =1'-0" (U.O.N.) COM OR BOX NAILS AT 6"O.C. SIZE DO NOT SCALE THIS DRAWING ON EDGES AND 12"O.C. IN OF HEADER RELEASE DATE: THE FIELD. m 07-01-19 (2) 2x_ HEADER a REVISIONS: CONSTRUCT USING APA NARROW WALL J K t 1 09-06-19 DJM METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -8) QUANTITY UANTITY = DRANM BY: j OF JACKS OF KING STUDS aDJM NOTE: a CHECKED BY: FSS EACH EXTERIOR POST SHALL BE TREATED NOTE: 8 TITLE: 44 POST ON ABU44-Z POST BASE. STRAP ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT - POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER - FIRST FLOOR OR (1) MSTA24-Z. SYP. INSTALL MINIMUM (1) JACK AND TYPICAL ALL POSTS - (U.O.N.) a SHEET: SEE DETAIL "F" ON SHEET SD -7 0 REVISED PLAN AND TRUSSES (1) KING STUD AT EACH HEADER (U.O.N.) m S-4 (a) 2x4 BUILT-UP POST (MIN.) LUC 210-2-Z (2) 2x12 CONTINUOUS HANGER UC 210-2-Z �f0 CORNER (2) 2x12 BEAM j2) 2x4 BUILT-UP POST (MIN.) = tBEAM E_ (2) - L UC 210-2-Z _ (2) 202 7_i CONTINUOUS TO CORNER r HANGER (2) 202 BEAM \ EACH EXTERIOR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 SW -3 _ -(2) 2x4 BUILT-UP POST (MIN.) (2) 2x12 CONTINUI TO CORNER (2) 2x4 BUILT -UPS POST (MIN.) LUC 210-2-Z HANGER (2) 2x12 CONTINUOUS L TO CORNER x (TYPICAL) CONSTRUCT USING APA NARROW WALL—�-' METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -8) WALL LAYOUT - FIRST FLOOR WALL FRAMING NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16.O.C. FOR PLATE HEIGHTS UP T09--1 Y" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1'/a" - 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 "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 18.3 psf± SHEARWALL LEGEND: ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 01 www. HulsberaEnnineerina.mm v Et`jS' 0-, No 5 91 _ AT OF cc L ,F SIS A00 OYD S. SI SON, PE FL PE No. 50791 = NON-BEARING WALL s o = BEARING WALL 3 B ` REVD' J a SW -6 1 • y w o = SHEARWALLS FASTENED WITH ¢�xo 8d COM (0.131"x 2%") NAILS m LL- 6"O.C. ON EDGES AND 12"0. OFFICE j o y ON INTERMEDIATE SUPPORTS. _ �+ _SW -3 o = SHEARWALLS FASTENED WITH 8d COM (0:131"x 2%") NAILS @ CLIENT. BALLOON FRAME 3"O.C. ON EDGES AND 12"0. 3 MEDEROS HOMES WALL ON INTERMEDIATE SUPPORTS. SBS = SHEATH BOTH SIDES OF WALL PROJECT: AT INDICATED SHEARWALL $ STOCKS STREET ° UNITS 2 AND 3 NOTE: NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. JOB NUMBER: COUNTY: THIS OPEN PORCH CEILING 19-1103 DUVAL REQUIRES A MINIMUM %" & SCALE: SHEATHING. FASTEN WITH 6d WOOD FRAMED HEADER LEGEND:E %B" =1'-0" (U.O.N.) COM OR BOX NAILS AT 6"O.C. SIZE DO NOT SCALE THIS DRAWING ON EDGES AND 12"O.C. IN OF HEADER RELEASE DATE: THE FIELD. m 07-01-19 (2) 2x_ HEADER a REVISIONS: CONSTRUCT USING APA NARROW WALL J K t 1 09-06-19 DJM METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -8) QUANTITY UANTITY = DRANM BY: j OF JACKS OF KING STUDS aDJM NOTE: a CHECKED BY: FSS EACH EXTERIOR POST SHALL BE TREATED NOTE: 8 TITLE: 44 POST ON ABU44-Z POST BASE. STRAP ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT - POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER - FIRST FLOOR OR (1) MSTA24-Z. SYP. INSTALL MINIMUM (1) JACK AND TYPICAL ALL POSTS - (U.O.N.) a SHEET: SEE DETAIL "F" ON SHEET SD -7 0 REVISED PLAN AND TRUSSES (1) KING STUD AT EACH HEADER (U.O.N.) m S-4 BALLOON FRAME WALL CONT. (2) SPANS tl (2) 2x6 HEADER SW -3 2 J 2 K SW -3 CONT. (2) SPANS (2) 2x6 HEADER SW -3 2 J 2 K SW -3 WALL LAYOUT - SECOND FLOOR NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS SHEARWALL LEGEND: = NON-BEARING WALL = o = BEARING WALL 3 B REVISE SW -6 _ m -- o = SHEARWALLS FASTENED WITH - 8d COM (0.131"x MY) NAILS @ ONIN ON EDGES AND PORT. p F F I C E COPY ON INTERMEDIATE SUPPORTS. SW -3 o = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2%") NAILS @ m CLIENT: FRAME TO.C. ON EDGES AND 12"O.C• MEDEROS HOMES ON INTERMEDIATE SUPPORTS. SBS = SHEATH BOTH SIDES OF WALL PROJECT: AT INDICATED SHEARWALL $ STOCKS STREET UNITS 2 AND 3 NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. m JOB NUMBER: CO':UN 19-1103 DUVAL SCALE: /„ =1'-0" (U.O.N.) WOOD FRAMED HEADER LEGEND: 11 SIZE 8 DO NOT SCALE THIS DRAWING OF HEADER m RELEASE DATE: 07-01-19 2 2x TUANTITY a REVISIONS: JQUANTITY =DRAWN BY: OF JACKS OF KING STUDS DJM CHECKED BY: NOTE: FSS TITLE: ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER - SECOND FLOOR SYP. INSTALL MINIMUM (1) JACK AND m SHEET: (1) KING STUD AT EACH HEADER (U.O.N.) S-5 T TT C R ER( WALL FRAMING NOTES:JAHALL 1) ALL SECOND FLOOR EXTERLS SHALL BE v 1�►J1� V CONSTRUCTED WITH 2X4 STUDS ENGINEERING, INC. @ 16"O.C. FOR PLATE HEIGH8' 1'/e" -U.O.N. -11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE, FL. 32258 -P: 904.886.2401 F: 904.260.4367 2) ALL SECOND FLOOR INTERIING WALLS SHALL www.HulsbergEngineering.com BE CONSTRUCTED WITH2o.2 STUDS E Fi�Wp UMB :25846 @ 16"O.C. FOR PLATE HEIGH8' 1 %" - U.O.N. 3) THE SECOND FLOOR EXTERL FINISH IS\Ci N"FLEXIBLE"(SIDING)- U.O.N.NOTIFY ENGINEER OF ANY NS. o. 5079 STAT 5?`S� MPSON, PE FL PE No. 50791 a COMM tl SHEARWALL LEGEND: = NON-BEARING WALL = o = BEARING WALL 3 B REVISE SW -6 _ m -- o = SHEARWALLS FASTENED WITH - 8d COM (0.131"x MY) NAILS @ ONIN ON EDGES AND PORT. p F F I C E COPY ON INTERMEDIATE SUPPORTS. SW -3 o = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2%") NAILS @ m CLIENT: FRAME TO.C. ON EDGES AND 12"O.C• MEDEROS HOMES ON INTERMEDIATE SUPPORTS. SBS = SHEATH BOTH SIDES OF WALL PROJECT: AT INDICATED SHEARWALL $ STOCKS STREET UNITS 2 AND 3 NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. m JOB NUMBER: CO':UN 19-1103 DUVAL SCALE: /„ =1'-0" (U.O.N.) WOOD FRAMED HEADER LEGEND: 11 SIZE 8 DO NOT SCALE THIS DRAWING OF HEADER m RELEASE DATE: 07-01-19 2 2x TUANTITY a REVISIONS: JQUANTITY =DRAWN BY: OF JACKS OF KING STUDS DJM CHECKED BY: NOTE: FSS TITLE: ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER - SECOND FLOOR SYP. INSTALL MINIMUM (1) JACK AND m SHEET: (1) KING STUD AT EACH HEADER (U.O.N.) S-5 A 24.'. OC F03 v F041 FOS F07 2x8 LEDGER WITH 1 (4) 0.131 x 3" @ 16" O.C. (EACH STUD) CC m 0 m F04 :::: F05 F06 ROOF TRUSS & FLOOR LAYOUT- LOWER LEVEL F07 -2x8 LEDGER WITH (4) 0.131 x 3" @ 16" O.C. (EACH STUD) i Y == 07 TRUSS CONNECTOR SCHEDULE F01 TRUSS ID LEFT 0 RIGHT F03 2 HTS24 J-1101 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS I SHALL BE DISREGARDED. = LL NO. 50 - F2 0 H2.5A OR SDWC 15600 , F04 :::: F05 F06 ROOF TRUSS & FLOOR LAYOUT- LOWER LEVEL F07 -2x8 LEDGER WITH (4) 0.131 x 3" @ 16" O.C. (EACH STUD) i Y == 07 TRUSS CONNECTOR SCHEDULE i TRUSS ID LEFT INTERMEDIATE RIGHT F03 2 HTS24 J-1101 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS (2)HTS24 SHALL BE DISREGARDED. = LL NO. 50 - ALL OTHER TRUSSES H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 _ SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. ST OF cc F04 :::: F05 F06 ROOF TRUSS & FLOOR LAYOUT- LOWER LEVEL F07 -2x8 LEDGER WITH (4) 0.131 x 3" @ 16" O.C. (EACH STUD) i Y == 07 -H ULSBERU 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. NUMBE ; 25846 E NOTE: TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT FG01 2 HTS24 J-1101 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS (2)HTS24 SHALL BE DISREGARDED. = LL NO. 50 - ALL OTHER TRUSSES H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 -H ULSBERU 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. NUMBE ; 25846 E NOTE: .E `,j1 111111111 /! a •``'�� sl 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. J-1101 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS c SHALL BE DISREGARDED. = LL NO. 50 - 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM = _ SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. ST OF cc DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. PE 91 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED 9 c7111111„��` AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS 9 WHEN USING SDWC SCREWS. € S OFFICE COPY Ai B REVISED W CLIENT A MEDEROS HOMES .9 PROJECT: STOCKS STREET UNITS 2 AND 3 JOB NUMBER: 19-1103 COUNTY: DUVAL SCALE: X811= 1'-O” (U.O.N.) E DO NOT SCALE THIS DRAWING m RELEASE DATE: 07-01-19 a REVISIONS: 09-06-19 DJM DRAWN BY: DJM CHECKED BY: FSS TITLE: ROOF TRUSS AND FLOOR $ LAYOUTS SHEET: Q REVISED PLAN AND TRUSSES �1 m S s A02 ........ ......... A02 A!a REVISED :. :::::::....... I Zt r�i A01 - - AQI W.OFFICE COPY - -- - :r ................. ................... CLIENT: 77 A03 MEDEROS HOMES -- - -- A03 s A04 --- A04 �, PROJECT: a STOCKS STREET A05 A05 c702 I aos a08 c7oz UNITS 2 AND 3 JOBNUMBER: COUNTY: o 11 19.1103 DUVAL CJ03 �- J06 J02 CJ02 CJO �'-�� i _ CJ03 3 SCALE: .703 CJO- o �n = 1'-0" (U.O.N.) C303 CJ03 DO NOT SCALE THIS DRAWING RELEASE DATE : 4 ll z - - i 07-01-19 w �, �., � n ^ � n �✓ y � ., r REVISIONS: 09-06-19 DJM o _ j ROOF TRUSS LAYOUT- UPPER LEVEL DRAWN BY: DJM CHECKED BY: FSS TITLE: ROOF TRUSS - UPPER LEVEL SHEET: S-7- � © TRUSSES S o / J ® V TRUSS CONNECTOR SCHEDULE HUL S B ERG TRUSS ID LEFT INTERMEDIATE RIGHT ENGINEERING, INC. - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE, FL. 32258 - P: 904.886.2401 F: 904.260.4367 ALL OTHER H2.5A H2.5A H2.5A www.HulsbergEngineedng.com TRUSSES OR OR OR FLORIDA C.A. NUMBER: 25846 SDWC 15600 SDWC 15600 SDWC 15600 NOTE: a 1) ALL TRUSS CONNECTORS ARE BASED ON 3 .��`�"''•,, m UPLIFTS COMPUTED BY ENGINEER OF RECORD. v u42 1 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTSo SHALL BE DISREGARDED. $ w �•� `SF " CJ03 - CJ03 c7o3 CJ03 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM 07 = . • • • ............ SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. CJ02 CJ05 CJ05 CJ02 DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR a J = •. TA c7o1 c704 cJ04 c7o1 APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR.A07 -o 6_qF '";a.<` �I.• `PE\•<�, 79i A07 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED ON A06 -- = A06 AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR AL ::.................. _ :... ... ::; ...... APPROVAL OF THE ENGINEER OF RECORD. o A01 t A01 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS - WHEN USING SDWC SCREWS. t E s A02 ........ ......... A02 A!a REVISED :. :::::::....... I Zt r�i A01 - - AQI W.OFFICE COPY - -- - :r ................. ................... CLIENT: 77 A03 MEDEROS HOMES -- - -- A03 s A04 --- A04 �, PROJECT: a STOCKS STREET A05 A05 c702 I aos a08 c7oz UNITS 2 AND 3 JOBNUMBER: COUNTY: o 11 19.1103 DUVAL CJ03 �- J06 J02 CJ02 CJO �'-�� i _ CJ03 3 SCALE: .703 CJO- o �n = 1'-0" (U.O.N.) C303 CJ03 DO NOT SCALE THIS DRAWING RELEASE DATE : 4 ll z - - i 07-01-19 w �, �., � n ^ � n �✓ y � ., r REVISIONS: 09-06-19 DJM o _ j ROOF TRUSS LAYOUT- UPPER LEVEL DRAWN BY: DJM CHECKED BY: FSS TITLE: ROOF TRUSS - UPPER LEVEL SHEET: S-7- � © TRUSSES S o / J ® V w w H- w Y U C3 m NOTE: EACH EXTERIOR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 QUICKTIE TIE -DOWN LAYOUT - FIRST FLOOR NOTE: EACH EXTERIOR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. 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. y4" MN 1" MAX STUD SDWC 15600 A4�j SCREW ELEVATION- SDWC 15600 OPTIMAL 22Y° ANGLE DOUBLE 30 1 PLATE � 11 SDWC 15600 SCREW SECTION- SOWC 15600 HOLDOWN ALTERNATES: HTT5 AT SILL PLATE WITH SSP AT DOUBLE TOP PLATE OR QTO (ORANGE) QUICK TIE SYSTEM, REFER TO DETAILS ON SD -9 FOR ADDITIONAL STUD REQUIREMENTS TIE -DOWN LEGEND: = QTB (BLUE) QUICKTIE SYSTEM FROM FOUNDATION TO DOUBLE PLATE. O = QTB (BLUE) QUICKTIE SYSTEM FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE. I ❑ = HOLDOWN - REFER TO NOTE FOR Q REVISED PLAN AND TRUSSES ACCEPTABLE ATERNATES. ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsberaEnaineerina.com E \lrd \%11111 .. S '% I 'ENSF �- NO. 507 - R STAT OF c FtOYD P80N,PE A B REVISFO OFF1107F MPY I CLIENT: MEDEROS HOMES PROJECT: s STOCKS STREET UNITS 2 AND 3 :9 JOB NUMBER: COUNTY: 19-1103 DUVAL SCALE: V-0" (U.O.N.) E 8 DO NOT SCALE THIS DRAWING n RELEASE DATE: 07-01-19 DRAWN BY: DJM CHECKED BY: FSS TITLE: TIE -DOWN LAYOUTS - FIRST & SECOND FLOORS SHEET: S8 (2) CS16 STRAP BETWEEN FLOORS WITH SSP AT TOP PLATE ABOVE QUICKTIE (2) CS16 STRAP BETWEEN FLOORS WITH SSP A'f TOP PLATE ABOVE ADDITIONAL CS16 BETWEEPI FLOORS 4 Q d U O O Cn Cn Lu Lu } }. W W U U_ C3 C3 In co (2) CS16 STRAP (2) CS16 STRAP BETWEEN FLOORS BETWEEN FLOORS WITH SSP AT TOP WITH SSP AT TOP PLATE ABOVE PLATE ABOVE ADDITIONAL CS16 BETWEEN FLOORS 0 CS16 STRAP TO HEADER BELOW WITH SSP AT TOP PLATE ABOVE 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 ill,, fill s ' SMA'' Z No 5 91 SATE �D L n19,07. g B REW OFFICE COPY HOLDOWN ALTERNATES: MEDEROS HOMES CS16 STRAP HTT5 AT SILL PLATE WITH Q WITH SSP AT TOP � J PLATE ABOVE SSP AT TOP PLATE \ L SSP AT TOP PLATE �J U TO GIRDER AND CS16 TO GIRDER BELOW O COUNTY: DUVAL NOTE: SCALE: - Y8" = 1' O" (U.O.N.) REFER TO SHEET SD -9 FOR QUICKTIE SYSTEM DETAILS 8 DO NOT SCALE THIS DRAWING TIE -DOWN LAYOUT - SECOND FLOOR TIE -DOWN LEGEND: d RELEASE DATE: 9 07-01-19 a REVISIONS: = QTB (BLUE) QUICKTIE SYSTEM FROM Lu F FOUNDATION TO DOUBLE PLATE. } DRAWN BY: DJM O = QTB (BLUE) QUICKTIE SYSTEM FROM FOUNDATION TO UPPER W TITLE: TIE -DOWN LAYOUT Y - SECOND FLOOR o = HOLDOWN - REFER TO NOTE FOR ACCEPTABLE ATERNATES. m SHEET: m 0 CS16 STRAP TO HEADER BELOW WITH SSP AT TOP PLATE ABOVE 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 ill,, fill s ' SMA'' Z No 5 91 SATE �D L n19,07. g B REW OFFICE COPY HOLDOWN ALTERNATES: MEDEROS HOMES CS16 STRAP HTT5 AT SILL PLATE WITH TO HEADER BELOW WITH SSP AT TOP � J PLATE ABOVE SSP AT TOP PLATE \ L SSP AT TOP PLATE �J AND CS16 TO GIRDER AND CS16 TO GIRDER BELOW BELOW COUNTY: DUVAL NOTE: SCALE: - Y8" = 1' O" (U.O.N.) REFER TO SHEET SD -9 FOR QUICKTIE SYSTEM DETAILS 8 DO NOT SCALE THIS DRAWING TIE -DOWN LAYOUT - SECOND FLOOR 0 CS16 STRAP TO HEADER BELOW WITH SSP AT TOP PLATE ABOVE 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 ill,, fill s ' SMA'' Z No 5 91 SATE �D L n19,07. g B REW OFFICE COPY HOLDOWN ALTERNATES: MEDEROS HOMES HTT5 AT SILL PLATE WITH - m PROJECT: o STOCKS STREET SSP AT DOUBLE TOP PLATE OR UNITS 2 AND 3 QTO (ORANGE) QUICK TIE SYSTEM. REFER TO DETAILS ON SD -9 FOR ADDITIONAL STUD REQUIREMENTS JOB NUMBER: 19-1103 COUNTY: DUVAL SCALE: - Y8" = 1' O" (U.O.N.) 8 DO NOT SCALE THIS DRAWING TIE -DOWN LEGEND: d RELEASE DATE: 9 07-01-19 a REVISIONS: = QTB (BLUE) QUICKTIE SYSTEM FROM FOUNDATION TO DOUBLE PLATE. DRAWN BY: DJM O = QTB (BLUE) QUICKTIE SYSTEM FROM FOUNDATION TO UPPER d CHECKED BY: FSS TITLE: TIE -DOWN LAYOUT FLOOR DOUBLE PLATE. - SECOND FLOOR o = HOLDOWN - REFER TO NOTE FOR ACCEPTABLE ATERNATES. m SHEET: -BRICK VENEER WITH 1" AIR SPACE T TT (y R �i R( T SB AND WALL TIES BRICK VENEER WITH 1" AIR (1) #5 CONT. v L V -'[CONT. FLASHING; PROVIDE WEEP HOLES SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC � SILL PLATE ENGINEERING, INC. 11481 OLD RD., SUITE # 202 @ 33"O.C. CONT. FLASHING; PROVIDE SILL PLATE JOINT FILLER N z ' HEIGHT OF CURB VARIES (8" C ONVILL , F JACKSONVILLE, FL. 32258 SILL PLATE GROUT AIR SPACE BELOW FLASHING WEEP HOLES 33"O.C, @ CONCRETE SLAB MAX. 6" MIN. ) e;e�4i886,7}jQ) F: 904.260.4367 CONCRETE SLAB N GROUT AIR SPACE BELOW SILL FLASHING r-�--�- 00 GRAD m ��.�``' www. b r nperi .com CONCRETE SLAB .�` LQ}21DA X5846 \ \ /\ \ z PLATE CONCRETE SLAB /\/\/\ \\ \\/\\/\\ #5 CONT.GRAGRAD \ \\i\\i\� \\ - ° //\/\/\8" CMU STEMWALL WITH (1) #4 @ 48"O.C. \\\\ ?//\//\ //\//\ 8" CMU STEMWALL WITH (1) #4 @ 48"O.C." \\\,AND IN EACH CORNER. \/ \ \ //j/// • .• < �" IN EACH CORNER. q z /\ �\ ' '�/�j FILL CELL SOLID AT EACH #4 REBAR.AND \ '� \�\` CELL SOLID AT EACH #4 REBAR. / ooe HOOK REBAR 12" INTO UPPER COURSEFILL OF BLOCKS AND 6" INTO FOOTING.FHOOK �c, 12" INTO SLAB AND 6" INTO/\ 1'-0" ONE STORY - 2 #5 CONT. \��.`'�1'-4" kS.SIMPSON, OOTINGBAR TWO STORY - (2) #5 CONT�`��`-8" ONE STORY - (2) #5 CONT`ONE STORY 2 #5 CONT. 1'-5" ONE STORY - 3 #5 CONT TWO STORY - (3) #5 CONTSECTION (3) #5 CONT: 1' 9" TWO STORY - (3) #5 CONT.1'-8" - STEMWALL WITH BRICK SECT'ON - MONOLITHIC WITH BRICK D SECTION - STEMWALL AT GARAGE SECTION MONOLITHIC AT GARAGEON; PE - FL PE No. 50791 SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACTSD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT z COM TS: ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. - CONCRETE SLAB SILL PLATE 3 CONCRETE SLAB cl SILL ` I Z PLATE/ -CONCRETE SLAB ------ -- I E GRAD CONCRETE SLAB � !, / , GRAD \\ /i (1) #5 CONT /­ n/\/ /> GRADE vA//\ \ V//V//v//V!/ 1 GRADE e. � \'8" CMU STEMWALL WITH (1) #4 @ 48"O.C. ` //\\//\\/ a i /.. ' /\\//\i \\\\j/\��//� \�//\\//\\ \//\ O // ° \ ADD 8" x 16" CMU TO INSIDE OF o \ AND IN EACH CORNER.//�//�/ \ \ \\\\//\\\ //\\//\\// STEMWALL AT POST LOCATION FILL CELL SOLID AT EACH #4 REBAR./\\/\\;\\// HOOK REBAR 12" INTO SLAB AND 6" INTO WITH (1) #4 VERTICAL IN EACH P\ OFFICE FOOTING. ONE STORY - (2) #5 CONT.\ ���\ j�\j>�\ (AS NOTED) REINFORCEMENT (AS NOTED) 1'-8" ONE STORY - (2) #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. AS NOTED REINFORCEMENT (AS NOTED) - T-8" TWO STORY - (3) #5 CONT B SECTION - STEMWALL SECTION - MONOLITHIC E _ SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT THICKENED EDGE A s REVISED SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACTSD ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT -1 ENGINEER FOR ADDITIONAL REQUIREMENTS. -BRICK VENEER WITH 1"AIRSPACE ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD -2) CLIENT:MEDEROS AND WALL TIES HOMES CONT. FLASHING; PROVIDE WEEP HOLES - STHD14 STRAP NAILED TO @ 33"O.C. GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1" AIR SPACE AND WALL TIES a _ PA51 STRAP NAILED TO GARAGE GARAGE DOOR POST. EMBED STRAP INTO FOOTING PROJECT: a ccn DOOR POST. BEND STRAP INTO AS SHOWN. g STOCKS STREET TOWNHOME - (1) #5 CONT CONT. FLASHING; PROVIDE WEEP 2 o FOOTING AS SHOWN. SILL PLATE FILL JOINT WITH ELASTOMERIC " HOLES @ 33"O.C. 6" MIN. GROUT AIRSPACE BELOW FLASHING 0 ¢ -0 wJOB CL — NUMBER: - COUNTY: JOINT FILLER z 22 SILL HEIGHT OF CURB VARIES (8"MAX.) to ¢ w _ cr c~n w SCALE: �-�--- qi PLATE CONCRETE SLAB = #4 WITH 6" HOOK INTO FOOTING z z o Q - ) g %° = 1' O° U.O.N. / ij CONCRETE SLAB GRADE-, H: - '� ���� RAD AND BENT 12" MINIMUM INTO I THICKENED EDGE. � < s DO NOT SCALE THIS DRAWING � RELEASE DATE: � \ _ j GRADE � 07-01-19 /v 8' CMU STEMWALL WITH 1 #4 48"O.C. ° \ \ \ (1)#4@ AND IN EACH CORNER. o z , � / / / a REVISIONS: �_ \/ \\/ o �/ �/i / • FILL CELL SOLID AT EACH #4 REBAR.j- \ HOOK REBAR 12" INTO UPPER COURSEr DRAWN BY: OF BLOCKS AND 6" INTO FOOTING. \�\�i\�/ \3� T-5" _ _ \/ — — _. \ / % a ;�\\/�\�\\ _ — = _ /\/\ ' /%i\ /%//� W DJM 9 CHECKED BY: FSS 6" ONE STORY - (3) #5 CONT. TWO STORY - 3 #5 CONT O / \' \//i\//\\//\ //\\//\//\i/\\/jam//\\//\\//\\//;\ NOTE: 1'-8" ONE STORY - (2) #5 CONT \/\/�/\i %\\�\�\�\�\/'\ M� /. / REINFORCEMENT IS NOT REQUIR' TITLE: TWO STORY - (3) #5 CONT r -� . TO PASS THROUGH SLOTS IN STRAP. FOUNDATION DETAILS c SECTION - STEMWALL AT GARAGE WITH BRICK SEC' ION - MONOLITHIC AT GARAGE WITH BRICK F DETAIL - PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION MONOLITHIC - SHEET of 2 SHEET: Q SD -1 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. ` - I ' SHOWER AREA ' ---- ;` SHOWER AREA MONOLITHIC FOOTING --- (2) MSTAM36-Z STRAPS ULSBERG HENGINEERING, I INAIL EACH STRAP TO CRIPPLE STUD INC. 8" CMU STEMWALL r— WITH (13)10d COM NAILS 6 91 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, 3" MAXIMUM OVERHANG 9 FL. 32258 FORM EDGE j (OPTIONAL) FASTEN STRAP TO FOUNDATION- w P: 904.886.2401 F: 904.260.4367 PLAN VIEW CONCRETE SLAB WALL WITH ((a / �w )�a"x2X"CONCRETE www.HulsbergEngineering.com _ �.t'L' ID 25846 PLAN VIEW SCREWS INTO MASONRY OR _ (s)'/a" x 1 X" CONCRETE CONCRETE SCREWS SHALL BE 0 O •' NS �L �, /\(1) #S CONT. POWERS "TAPPER" WITH PERMA-SEAL 507 6" MIN. (1) #4 CONT. GRAD j//�j\\ \ " FINISH OR EQUAL. & NO - HEIGHT OF CURB VARIES SILL 1) #4 CONT. U STEMWALL WITH (1) #4 @ /�\ \ \ �� 48 OMC. AND IN EACH CORNER. STRAP SHALL BE COVERED WITH SILL PLATE CONCRETE SLAB N PLATTE HEIGHT OF CURB VARIES (8" MAX.) FILL CELL SOLID AT EACH #4\/�� / / / • * SIDING OR STUCCO / \\ STAY�— ' w • GRAD MIN./ \\ ° \ \` REBAR. HOOK REBAR 16"INTO / PORCH SLAB AND 6" INTO NOTE: \ \ THIS DETAIL MAY BE SUBSTITUTED FOR .- /C ���D�F -o CONCRETE SLAB s �\,. FOOTING. EITHER THE PA51 STRAP (STEMWALL) GRAD 2 O #5 CONT. OR THE STHD14 STRAP (MONOLITHIC). r N4,41, d DS.SIMPSON, PE 7FL 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. o z �\\// \\ \/\/ PE No. 50791 COMMEN AND IN EACH CORNER \\ \\/ ' / /\ L SECTION - PORCH STEMWALL DETAIL - EMBEDDED STRAP ALTERNATE FILL CELL SOLID AT EACH #4 REBAR. \ ;,/< SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -2 HOOK REBAR 12" INTO SLAB AND 6" INTO 6 \ FOOTING. \ ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: ONE STORY - 2 1 O #5 CONT. _ T-4" TWO STORY - (2) #5 CONT. E TWO STORY - (3) #5 CONT. SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH � SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTI�DN - MONOLITHIC AT EXTERIOR WALL SHOWER NOT TO BE DAMAGED DURING THE CUTTING PROCESS. - CONCRETE SLAB (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) - SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. 000 g FILL CUT WITH 1" DEEP x%" WIDE SAW ELASTOMERIC CUT AT DENOTED _ #5 CONT. FILLER LOCATIONS. SILL CONCRETE SLAB PLATE CONCRETE SLAB �/�\\\�8" CMU STEMWALL WITH {1) #4 @ \\j\\j\\/\, / //\j\\,/�\�48"O.C. AND IN EACH CORNER. e E n REVISED FILL CELL SOLID AT EACH #4 P • '" t• \\, �--`- \\/ \,/\/ REBAR. HOOK REBAR 16" INTO \ ,\ • �j\�j/ // \' !% %/i�%�\/ PORCH SLAB AND 6" INTO FOOTING. I FFICv CONCRETE SLAB V-4" ONE STORY- (2) #5 CONT. 1' 0" (1) #5 CONT. - 1'-8" (2) #5 CONT. - _ 1' s" TWO STORY - (3) #5 CONT. CLIENT , M SECTION - PORCH STEMWALL WITH BRICK T SECTION - TYPICAL SAW -CUT CONTROL JOINT q MEDEROS HOMES H SECTION - INTERIOR BEARING SECTION - THICKENED EDGESD-2 K NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -2 SD -2 SD -2-2 PROJECT: STOCKS STREET TOWNHOME f JOB NUMBER:191103 COUNTY: TREATED POST - DLJVAL $ SCALE: BEARING POST (AS NOTED) 3 o - 1'-O' (U.O.N.) CURB HEIGHT VARIES -,-CONCRETE SLAB CONCRETE SLAB �/ CONCRETE SLABABU_ POST BASE WITH PAVERS BY OTHERS �8" GALV. ANCHOR EMBEDDED Do NOT SCALE THIS DRAWINGSILLS RELEASE DATE: s PLATE ra - -a �wvii//v o\\\ _ i\i <% CURB HEIGHT VARIES 12" (SET -XP ADHESIVE) _ 8" TALL, 12" SQUARE GROUTED CMU OR CAST -IN-PLACE CONCRETE 07 -01-19 REVISIONS: DRAWN BY: PEDESTAL ON 24"X 24"X 12" PAD w DJM AS NOTED REINFORCEMENT (AS NOTED) 8" 1 (1) #4 CONT. FOOTING WITH(2) 2 #5 EACH WAY Z -O" m CHECKED BY: _ FSS 2 TITLE: V-4" ONE STORY - (2) #5 CONT. 1'-8 WO STORY (3) #5 CONT. FOUNDATION DETAILS J SECTION - BEARING STEPDOWN P SECTION - INTERIOR BEARING PAD FOOTING Q SECTION - NON-BEARING STEPDOWN DETAIL - PAD FOOTING AT PAVERS m SHEET 2 of 2 4 SHEET: © D-2 DSL SD -2 SD -2 SD -2 SD -2 -S ULSBERG HENGINEERING, ROOF COVERING (BY OTHERS) INC. ROOF TRUSSES 11481 OLD ST. AUGUSTINE RD., SUITE # 202 J CORNICE DETAIL JACKSONVILLE, FL. 32258 DOUBLE PLATE (BY OTHERS) I P: 904.886.2401 F: 904.260.4367 m www.HulsbergEngineedng.com NUT WITH 2"x 2"x �6" WASHER / FLORIDA C.A. NUMBER: 25846 ALTERNATE: SIMPSON LBPS% SLOTTED WASHER WITH 1" WASHER. "0 THREADED ROD %s" OR'%2" RATED SHEATHING, EXPOSURE I -SHINGLE ROOF O N o V �� 3 SIMPSON /"0 x 6" TITEN HD OR 3 3 SIMPSON /"0 x 6 /q" TITEN HD ROD COUPLER !'THREADED 2x_ No.2 SPF OR No. 2 SYP — / �2" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF %i' RATED SHEATHING, EXPOSURE I -METAL ROOF 9i No. * 8" THREADED ROD SET IN ADHESIVE OR ROD SET IN ADHESIVE WITH SUBFASCIA WITH (2) 0.131"x 3Ya" FASTEN WITH 0.113" x 238" RING SHANK = 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. r OF WITH NUT & 1" WASHER WASHER GYPSUM BOARD '• p` C 3 ��`; II'= (SEE TRUSOS CONNECTION SCHEDULE) U ' 2x_ SYP #2 DOUBLE PLATE X114, (2) (U.O.N.) - PE ' DETAIL ANCHOR BOLT DETAIL ROD ASSEMBLY F`L �' ♦ io. 50791 C - -THREADED GYPSUM BOARD q OMME S: SD -3 Xs" RATED SHEATHING, EXPOSURE 1. FASTEN WITH 0.131" x 2Y2" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. 1 (U.O.N.) (BLOCK ALL EDGES) o 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) E --,;NUT WITH 1" CUT WASHER ROOF COVERING (BY OTHERS) Z -2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM BOARD WITH 0.131"x 34" NAILS @ 6"O.C. ROOFTRUSSES- CORNICEDETAIL I 2382" RATED STURD-I-FLOOR (T&G) SHEATHING (BY OTHERS) GLUED AND NAILED. FASTEN WITH 0.131"x 2Y2" RING SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE / FLOI OR JOIST ST SHOWN, SAWN I-JOISEE JOIIST SIMILAR SECTION "C' ON ' SD -4 FOR OPEN WEB TRUSS) 3 Xs" OR '%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF l%2" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF ICE P�% i 2x_ No.2 SPF OR No. 2 SYP \ / %Z RATED SHEATHING, EXPOSURE I - METAL ROOF GYPSUM BOARD SUBFASCIA WITH (2) 0.131"x 3Ya" FASTEN WITH 0.113" x 2 %" RING SHANK RIM BOARD ENDNAILS AT TRUSS (U.O.N.) NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. ' GYPSUM BOARD NAIL JOIST TO PLATE WITH(2)0.131"x 3Y4' TOENAILS a REVISE (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) CONNECTOR AT EACH TRUSS a (SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH CLIENT: (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) 0.131"x 3'/a" NAILS 8 @ „0'C. MEDEROS HOMES APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLY SHEATHING HORIZONTALLY FOR STUCCO —GYPSUM BOARD THREADED COUPLING AS REQUIRED s - APPLICATIONS, EXCEPT THAT 7/16" STRUCTURAL 1 APPLICATIONS, EXCEPT THAT 7/16" STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE RATED OR 15l 32" RATED SHEATHING MAY BE GYPSUM BOARD PROJECT: 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) INSTALLED VERTICALLY.t STOCKS STREET TOWNHOME INSTALLED VERTICALLY. 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) o Xs" RATED SHEATHING, EXPOSURE 1. %s" RATED SHEATHING, EXPOSURE I. JOB NUMBER:COUNTY: 1,l 103 - DUVAL _ FASTEN WITH 0.131" x 2Y2" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. FASTEN WITH 0.131" x 2Y2" NAILS @ 6"O.C. ON W SCALE: = 1' O" (U.O.N.) NOTE (U.O.N.) (BLOCK ALL EDGES) 'NOTE: �i EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED SILL PLATES ON EXTERIOR WALLS `�' SHALL BE ANCHORED BY (U.O.N.) (BLOCK ALL EDGES) E s —� THREADED ROD ASSEMBLY AT THREADED DO NOT SCALE THIS DRAWING RODS SUPPLEMENTED BY ADDITIONALRODS NOTED SPACING (SEE DETAIL "C' SUPPLEMENTED BY ADDITIONAL _ THREADED ROD ASSEMBLY AT H RELEASE DATE: ANCHOR BOLTS AS REQUIRED TO THIS SHEET) SS ) I ANCHOR BOLTS AS REQUIRED TO I NOTED SPACING SEE DETAIL "C" v 1- O7 � 19 MAINTAIN MAXIMUM 48"O.C. SPACING ! MAINTAIN MAXIMUM 48"O.C. SPACING !' THIS SHEET) a REVISIONS: d (U.O.N.) I L!LO.N.) �— 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS INSET WALLY" FOR STUCCO (SEE DETAIL "C" THIS SHEET) INSET WALLY" FOR STUCCO 1_ 2xTREATED SYP #2 SILL PLATE WITH ANCHORS _ m _ APPLICATIONS._ APPLICATIONS (SEE DETAIL "C" THIS SHEET) - DRAWN BY: DJM 11 777 a CHECKED BY: �> SEE FOUNDATION DETAILS ^_ W --SEE FOUNDATION DETAILS FSS TITLE: FRAMING DETAILS B SECTION - TYPICAL EXTERIOR TWO STORY WALL SHEET of s SECTION - TYPICAL EXTERIOR ONE STORY WALL m SHEET: sD-3 SD 3 RD e PLATE (BELOW) / 2x_ CORNER FRAMING FULL U—SILL T TTL K SBFT G HENGINEEPUNG, HEIGHT STUDS (TYPICAL) INC. 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND 2 ROWS OF 0.131 "x 3'/a" NAILS 11481 OLD ST. AUGUSTINE RD., SUITE # 202 BOARD WITH 0.131"x 34' NAILS @ 6"O.C. @ 12"O.C. _ STAGGERED (TYPICAL) $ P: 904.886.240JACKSONV11 FE 904.260.4367 www.HulsbergEngineering.com BAND BOARD 5.QRIOAIC� �Aj;q JyBER: 25846 E 2x6 OR 2x8 FRAMED WALL '.�Q N SILL PLATE (BELOW) 3 OPEN WEB TRUSS 2x4 CORNER FRAMING FULL HEIGHT STUDS - NO• 7 MINIMUM OF (3) 2x4 BLOCKS 12" LONG NAILED = SHEATHING CONTINUOUS FROM BAND BOARD$ PLY OF DOUBLE PLATE. FASTEN WIl'H 77 WITH (4)0.131"x 34' NAILS TO EACH ADJACENT = OFCC z TO UPPER STUD EDGE NAILING REQUIREMENTS OF UPPER WALT. ALTERNATE: INSTALL SOLID STUD IN THIS ` WITH 3YaSNAOS SPACE $ •4,�0 L �\V\: LATE (o0N3Tx 2x4 CORNER FRAMING FULL HEIGHT STUDS'1 0 8or` DOUBLE PLATE (U.O.N,) (2AROWS OF 0.131"X 3Y4" a �PLOY6?9.�3iNjPSON, PE NAILS @ 12"O.C. 2x4 FRAMED WALL FL PE No. 50791 m MM rs: SECTION - TYPICAL OPEN WEB FLOOR TRUSSF J SECTION- TYPICAL FRAMING AT 90° CORNERS SD-4 SD-4 SD-4 3 NAIL SCAB TO TOP CHORD WITH (4) 0.131"x 3'/a" NAILS METAL CONNECTOR REQUIRED METAL CONNECTOR o (SEE CONNECTION SCHEDULE) ---, NOT REQUIRED ADD 2x4 VERTICAL SCAB IN EACH C _ TRUSS IF NO WEB IS PRESENT UPLIFT CONNECTOR (AS NOTED) (3i 0.131'x3X" NAILS TYPICAL AT EACH -- TRUSS DOUBLE PLATE 2x4 SPF BLOCKING- NAIL WITH (2) 2x4 X-BRACE ACROSS LENGTH OF DOUBLE PLATE a 0.131"x 3Y4"NAILS AT EACH END SHEARWALL 2x SPF #2 STUDS @ 16"O.C. (END NAIL OR TOENAIL) 2x SPF #2 STUDS @ 16"O.C. _ NAIL SCAB TO PLATE WITH (3) 0.131"x3/a"TOENAILS i TRUSS (AS NOTED) THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL QUICK TIE AT NOTED SPACING @ 24"O.C. OR a'x 3 4" TAPCON SCREW @ 32"O.C. 3 B �c q REVI ?,1 TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES 2x TREATED SYP #2 2x TREATED SYP #2 NAIL PORCH SHEATHING AS NOTED TOENAILED TO DOUBLE PLATE WITH 0.131"x 3 '/a" NAILS @ 4"O.C. SILL PLATE SILL PLATE i G a I. F CE COPY EXTERIOR FRAMED WALLDOUBLE PLATE MINIMUM %6" RATED SHEATHING, UPLIFT (ROOF) - RODS OR QUICK-TIE FLOOR LOAD ONLY OR EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED ON WALL LAYOUT (BLOCK ALL EDGES) w CLIENT: D SECTION - EXTERIOR WALL PERPENDICULAR TO TRU SS G SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS METAL CONNECTOR METAL CONNECTOR OR BLOCKING REQUIRED (AS NOTED) MEDEROS HOMES _ sD-4 sD-4 SECTION ONLY APPLIES WHEN REFERENCED w PROJECT: STOCKS STREET TOWNHOME (AS NOTED) SIMPSON SDWC 15600 SCREW @ 32"O.C.- U.O.N. j NAIL EACH END OF BLOCKING TO DOUBLE PLATE DOUBLE PLATE JOB NUMBER: - 1101 COUNTY: DUVAL TRUSS (AS NOTED) BOTTOM CHORDS WITH (3) 0.131"x 3%" �` s SCALE: INSTALL 2x4 BLOCKING BETWEEN 2x SPF #2 STUDS @ 16"O.C. Y8n _ 1'-0" (LI.O.N.) 2x4 SPF NAILER- NAIL TO TOP PLATE WITH i TRUSS BOTTOM CHORDS @ 12"O.C. '—SHEATHING AS NOTED)SIMPSON SDWC 15450 SCREW � ( Do NOT SCALE THIS DRAWING Q.131"x 3'/a" NAILS @ 6"O.C. -, ! BOTTOM CHORD OF TRUSS 2x SPF #2 STUDS 16"O.C. 32"O.C. U.O.N. @ @ �LI45 m RELEASE DATE: z 07-01-19 - — --NAIL EACH BLOCK TO DOUBLE PLATE WITH (3) ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 REVISIONS: NAIL PORCH SHEATHING AS NOTED 0.131"x3%"NAILS SPACING (48" O.C. MAXIMUM) SILL PLATE 2x TREATED SYP #2 ANCHOR BOLTS AT NOTED DOUBLE PLATE SILL PLATE RPACINC, (32" O.C. MAXIMUM) DRAWN BY: EXTERIOR FRAMED WALL DJM CHECKED BY: - � MINIMUM %6" RATED SHEATHING,9 EXPOSURE I FASTEN AS NOTED — — — FSS ON WALL LAYOUT (BLOCK ALL EDGES) SHEARWALL UPLIFT (ROOF) - SCREWS TITLE: _ FRAMING DETAILS _ E SECTION - EXTERIOR WALL PARALLEL TO TRUSS H SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION - INTERIOR WALL CONDITIONS BEARING AND/OR SHEARWALL - SHEET 2 of 3 sD-4 sD-a THIS SECTION ONLY APPLIES WHEN REFERENCED sD-4 4 SHEET: SD-4 JOINT IN LOWER PLATE (TYPICAL DOUBLE PLATE SPLICE) 48"MINIMUM SPLICE LENGTIi TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE) / JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL PLATES WITH 0.131"x 3" UL S B ERG L MINIMUM NAILING OF (16) 0.131"x 3" NAILS IN THIS WITH 0.131"x 34' NAILS @ 6"O.C. STAGGERED THREADED ROD ASSEMBLY CENTERED TYPICAL STUD TO LONE. (TYPICAL) I I ON SPLICE IN PLATE OR THREADED ROD DOUBLE PLATE NAILS @ 8"O:C. STAGGERED STUD TO PLATE NAILING ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 8" MAX. 6" MAX. ASSEMBLY WITHIN 12" ON EACH SIDE OF JACK STUD AND KING CONNECTION I L STUD SIZE END NAIL TOENAIL Ll JACKSONVILLE, FL. 32258 j r JOINT. 6" MAX. STUD REQUIREMENTS I I TYPICAL FRAMING AT CHANGE IN W P: 904.886.2401 F: 904.260.4367 'I (SEE WALL LAYOUT PLATE HEIGHT MSTA36 STRAP2x6 2x4 (2) (3) (3) (4) www.HulsbergEngineedng.com FLORIDA C.A. NUMBER: 25846 CENTERED ON CHANGE IN 2x8 (4) (5) �� 'SN�� rrrr THREADED ROD ASSEMBLY 6" OF SPLICE IN LOWER PLfITE WITHIN PLATE HEIGHT 2x10 a D ALTERNATE: IF ROD IS GREATER ( I 2x4 BLOCKING BETWEEN (5) (6) THAN 6" FROM SPLICE -ADI) NAIL EACH PLATE TO JACK STUD WITH (3) 0.131"x 34' NAILS - TOENAIL STUDS TOENAIL OR ENDNAIL EACH END * ALL NAILS NOTED ARE 0.131"x 34' �/ 1 ' ND Q = SSP AT SPLICE. \ OR ENDNAIL (TYPICAL) TO ADJACENT STUD WITH (3) 0.131"x 34' * '. O _ = NAILS A 2x_SPF #2STUDS HEADER TO KING NAILING r =, ,� ' P.•' �� 2x6 3 NAILS �. DOUBLE SILL REQUIRED WHERE OPENING SEE WALL LAYOUT) OU () PER PLY 2x8 .� �E (4) NAILS PER PLY 50791 II WIDTH EXCEEDS CO E S:'�io. L THREADED ROD 2x10 (5) NAILS PER PLY s ASSEMBLY AT NOTED SPACING 2x12 (6) NAILS PER PLYAe JOINT IN SILL PLATE I I� 2x_ TREATED 9L: OR 9 4" SYP SILL PLATE !!! (5) NAILS PER PLY II II II U I �� II U 11 II 11 II U U �� �� �� II ❑ I II II II ii li II II II II 11 11 11U II u "� U u u u 11%" OR 11 a LVL (6) NAILS PER PLY E 4" MIN.; ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE THREADED ROD ASSEMBLY 12" MAX. (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 34' NAILS @ 6"o.c. sTAGGERED L DETAIL - TYPICAL WALL FRAMING CONDITIONS 2 3 OFFICE COPY SD5 12" MAX. INSTALL MSTA24 STRAP B REVISED m f� INSTALL DSP CLIP @ 32"O.C. LOOPED OVER DOUBLE aWrIly1' PLATE. NAIL TO CRIPPLE ON MAXIMUM SPACING (32"O... EACH SIDE WITH (6) m CLIENT: MEDEROS HOMES .131" x 1 X" NAILS. DOUBLE PLATE JACKS AND KING STUDS STRAP CRIPPLE PROJECT: (AS NOTED) TO HEADER WITH LSTA18 STRAP STOCKS STREET TOWNHOME HEADER (AS NOTED) g JOB NUMBER: 19-1103 COUNTY: DUVAL_ 2x_ BIL KING (TYPICAL) 1 )0.131"x314" ��TYPICAL) TOENAILS AT EACH END =_ -___ ___ _ ___ _ THREADED --n--n---7i - - ---. - - ___ =Tr== --- -THREADED SCALE: -1' W 1 a /8 - -0" (U.O.N.) AIL EACH SILL PLY TO KING STUD ROD ASSEMBLY � I ROD ASSEMBLY o DO NOT SCALE THIS DRAWING WITH (3) 0.131"x 3Ya" NAILS TOENAIL N RELEASE DATE: m 07-01-19 OR ENDNAIL (TYPICAL)NOTE: 1 ! NOTE: BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY a REVISIONS: %" NAIL PENETRATION INTO MAIN FRAMING NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE t - MEMBERS (TYPICAL) DOOR OPENINGS (U.O.N.) I DOOR OPENINGS (U.O.N.) =_ DRAWN BY: DJM (2) 2x_ SILL n II 'I II II II II SHEATHING MAY CANTILEVER UP TO 2" u �� ANCHOR AS REQUIRED �. ANCHOR AS REQUIRED -CHECKED BY: FSS MAXIMUM PAST SUPPORTS. ALL WINDOW FLUSH HEADER CONDITION DROPPED HEADER CONDITION � TITLE: ATTACHMI=NTS MUST BE ANCHORED INTO 2x_ FRAMING DETAILS MEMBERS. SHEET 3 of 3 DETAIL - TYPICAL ARCH TOP OPENING rN DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS SHEET: o C D J M SD -5 SD -5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED id 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 47" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" TO 145" 60" TO 126" 2x6 L -BRACE 115" TO 182" 100" TO 158" 146" TO 232" 127" TO 201" NOTE: BRITTLE FINISHES ARE FLEXIBLE FINISHES ARE BRICK VENEER, ETC. ) OR ADHERED VENEER SIDING, HARDI-PANEL, —RATED ROOF SHEATHING �2x_ L -BRACE NAILED TO VERTICAL WEB WITH 0.131"x 3" NAILS @ 6"O.C. —VERTICAL WEB IN GABLE END TRUSS 2x_ LOOKOUTS AT 48"O.C. 16" OR 24" I O.C.\ SPACING (SEE: TABLE) DETAIL - TYPICAL VERTICAL BRACING AT GABLIj= END 2x4 SYP BLOCKING BETWEEN LOOKOUTS EXTERIOR SHEATHING SHALL BE NAILED TO BOTTOM CHORD OF TRUSS WITH 0.131"x 2112" NAILS @ 6"O.C. (U.O.N. ON WALL LAYOUT) H2.5A AT EACH LOOKOUT 2x4 LCIOKOUTS @ 48"O.C. FOR OVERHANG ROOF SHEATHING (AS NOTED) BALLOON FRAMED STUDS (AS N )TED) SINGLE PLATE NAIL TO TRUSS BOTTOM CHORDWITH 0.131" x 3'X NAILS @ 6"O.C. D DETAIL - BALLOON FRAMED GABLE END LOW CEIL'NG VAULT) SD -6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH H2 5A 4T EACH LOOKOUT 2x4 LOOKOUTS @ 48"O.C. FOR )TED) 1EEN S HALL BE F C. SHEATHING ROOF TRUSS (BY OTHERS) WITH BRACE (IF REQUIRED) I TO REPLACE (1) ROW OF LATERAL BRACING I'I INSTALL 2x4 No.2 SYP T -BRACE NAILED TO EACH PLY OF TRUSS WEB AT 6"O.C. WITH 10.131" x 3" NAILS TO REPLACE (2) ROWS OF LATERALBRACING INSTALL 2x6 No.2 SYP I I T- BRACE NAILED TO EACH PLY OF TRUSS - ---- I ------ --- WEB WITH 0.131" x 3" NAILS @ 6"O.C. _4 NOTE: T -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. (j) _ SECTION - TYPICAL T -BRACE SD -6 NAIL BRACE TO BLOCKING WITH (5) 0.131"x 34' NAILS 2x6 BLOCKING BETWEEN TRUSSES WITH (3) 0.131"x 34- NAILS EACH END ROOF SHEATHING (AS NOTED) �I I I I I II II LAST TRUSS IN ROW REQUIRING BRACING NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS 2x4 BLOCKING - TOENAIL OR ENDNAIL EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING (3) NAILS (3) TRUSSESI IMUM FOR CONTINU S LATERAL ,_—NAIL DIAGONAL BRACE TO INTERMEDIATE WEBS WITH (2) NAILS 2x4 SPF. No.2 DIAGONAL BRACE (TYPICAL AT EACH END OF CONTINUOUS LATERAL BRACING) I,.,—NAIL DIAGONAL BRACE TO TRUSS WEB WITH (3) NAILS ,----CONTINUOUS LATERAL BRACE (QUANTITY AND LOCATION DEFINED BY TRUSS SHOP > DRAWING.) NAIL CONTINUOUS LATERAL BRACE TO ,EACH TRUSS WEB WITH (2) NAILS —ROOF TRUSSES (BY OTHERS) NOTES: 1) CONTINUOUS LATERAL BRACES SHALL BE 2x, No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) C DETAIL - TYPICAL LATERAL TRUSS BRACING SD -6 ( TOENAILS AT EACH LOOKOUT TO TOP CHORD OF TRUSS. 2x4 BLOCKING REQUIRED BETWEEN LOOKOUTS 2x_ BARGE RAFTER FASCIA (BY OTHERS) 2x4 LOOKOUTS @ 48"O.C. H3 CLIP OR SDWC 15450 OR AT EACH LOOKOUT GABLE END TRUSS (DROP GABLE) L ---2x6 BRACE SPACED @ 48"O.C. UNLESS OTHERWISE NOTED ON ROOF LAYOUT. LSTA12, LTP4, OR SDWC 15600 f @ AWT) r' SEE DETAIL "G" ON SD -6 WHERE THREADED RODS GBC CLIP (2) REQUIRED AT EACH BRACE ARE SPECIFIED. J -TOENAIL BOTTOM CHORD OF -GYPSUM BOARD CEILING TRUSS TO DOUBLE PLATE WITH f 0.131"x 3'/n" NAILS @ 8"O.C. i` -2x4 DRYWALL BACKING INSTALLED NOTE: CONTINUOUSLY BETWEEN BRACES ALL MEMBERS SHALL BE #2 SYP. I -ADD 2x4 T BRACE NAILED @ 6"O.C. WITH 0.131"x 2'/z" NAILS IF BRACE LENGTH EXCEEDS 9'-0". SECTION - GABLE END DIAGONAL BRACING sD-s THREADED ROD NOT SHOWN FOR CLARITY NUT & 3"x 3"x Y" WASHER (SEE THREADED ROD ASSEMBLY DETAILS.) 12" LONG 2x_ SCAB MATCH BOTTOM CHORD) WITH %" SPACERS - NAIL w/ (3� 0.131"x 3" NAILS BOTTOM CHORD OF GABLE END TRUSS THREADED ROD ASSEMBLY SECTION A -A 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG H3 OR EQUAL AT EACH LOOKOUT )OF SHEATHING (AS )P CHORD OF GABLE END ;USS :RTICAL WEB OF GABLE E ,USS IT & 3"x 3"x X" WASHER LONG SCAB LATCH BOTTOM CHORD) THY" SPACERS )TTOM CHORD OF GABLE ID TRUSS 2x_ DOUBLE PLATE TREADED ROD ASSEMBLY _STUDS G SECTION - PLATFORM FRAMED GABLE END SD -6 ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 - P: 904.886.2401 F: 904.260.4367 FLORIDA C.A. NUMBER: 25846 ;LL No 50 F ;- S E O '.,�jC •„ • 070'1'-i9• G� .�`��` OFFICE COPY $I � REVISED A �� _c CLIENT: MEDEROS HOMES STOCKS STREET TOWNHOME =1 JOB NUMBER: I COUNTY:_ %" =1'-0" (U.O.N.) 3 DO NOT SCALE THIS DRAWING RELEASE DATE: 07-01-19 REVISIONS: DRAWN BY: DJM CHECKED BY: FSS TITLE: TRUSS BRACING AND - GABLE DETAILS SD -6 IF EDGE DISTANCE EXCEEDS 5" (TYPICAL - U.O.N.) USE MONOLITHIC CONDITION CONDITION: 2 (DROPPED BEAM) B DETAIL -TYPICAL DTT2-Z INSTALLATION E DETAIL - EXTERIOR BEAM TO WALL CONNECTION SD -7 (USP DTB-TZ SIMILAR) SD -7 MONOLITHIC FOUNDATION - EXTERIOR YY x 12' TITEN HD SCREW ANCHOR ALTERNATE ANCHOR: or%" THREADED ROD SET 7" INTO ADHESIVE _ _ Y" x 6" TITEN HD STEMWALL FOUNDATION -EXTERIOR EXTERIOR BEAM (MECHANICALLY GALVANIZED) THREADED ROD SET 12" INTO ADHESIVE (AS NOTED) WITH 2" x)/8"WASHER H6 CLIP FROM INTERIOR APPLICATIONS- POST TO BEAM IF EDGE DISTANCE EXCEEDS 5" USE LAP BEAM PLIES AND %" x 12" TITEN HD SCREW ANCHOR NAIL AS SHOWN - (5) or %" x 8" TITEN HD SCREW ANCHOR 0.131"x 31/4" NAILS PER PLY J or Y8" THREADED ROD SET 6" INTO ADHESIVE PT POST (AS NOTED) c DETAIL - TYPICAL HTT5 INSTALLATIONH6 CLIP FROM PosrI SD -7 (USP PHD5 SIMILAR) TO BEAM R III / PT POST (AS NOTED) EXTERIOR BEAMI V � ' II ABU POST BASE MONOLITHIC FOUNDATION - EXTERIOR (AS NOTED) (AS NOTED) I Illi X" THREADED ROD SET 12" INTO ADHESIVE KLAN VIEW AT TOP OF POST 11:`- ' o �"THREADED ROD STEMWALL FOUNDATION - EXTERIOR .O WITH NUT SET IN ADHESIVE X" THREADED ROD SET 12"INTO ADHESIVE--' (7" EMBEDMENT) INTERIOR APPLICATIONS- IF PPLICATIONS IF EDGE DISTANCE EXCEEDS 5" USE II a X" THREADED ROD SET 8" INTO ADHESIVE ° / SIDE VIEW AT BASE OF POST D DETAIL - TYPICAL HDU8 INSTALLATION E F DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST SD 7 USP PHD6 SIMILAR SD 7 INSTALL SSP or SPH_ CLIPS AT 32"O.C. AT UL S B ERG Sim on ID FL # NOTE: Fasteners Anchorage U.O.N. DOUBLE PLATE 10446.1 MPAI ATTACH DOUBLE PLATE TO STUD PER (12) 0.131'x 1W =_ ABU44 -Z ENGINEERING, INC. PAU44 - TZ DETAIL "G" ON SD -7 (12) 0.162" x 2Y" or (12) 0.162'x 31/" 518" w/ 7" embed ALTERNATE: MSTA24 STRAP LOOPED OVER - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 PAU66 - TZ UPPER LEVEL STUD (12) 0.162" x 2%" or (12) 0.162" x 31W - EXTERIOR BEAM (AS NOTED) DOUBLE PLATE NAILED WITH 6 10d x 1 X" NAILS INTO EACH SIDE OF STUD O JACKSONVILLE, FL. 32258 w P: 904.886.2401 F: 904.260.4367 RS150 17244.27 (11) 0.148" x Tin each end - (22) total n/a DSP www.HulsbergEngineering.com RSPT6.2 CS16 STRAP (CUT TO LENGTH) FROM UPPER (8) 0.148'x 1'h" into studs (6) 0.148"x 11h" into double plate DOUBLE PLATE UPPER LEVEL STUD 10441.1 i FLORIDA C.A. NUMBER: 25846 STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). / (8)1/." x 11W SDS NOTCH BEAM AS REQUIRED TO CS16 STRAP (CUT TO LENGTH) FROM UPPER 10861.3 nt'tttrrrrrr� `C� NAIL INTO UPPER STUD WITH (11) 10d AND NAIL (5) 0.131"x IM." into gable brace (7) 0.131"x 21/• into double plate n/a STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). E S I�J We: use RT7 1 INTO BEAM WITH (11) 10d NAILS. (5) 0.131"x 2'h" in each end - (10) total FIT BENEATH DOUBLE PLATE / �- _ NAIL INTO UPPER STUD WITH (11) 10d AND NAIL . a Q '. nfa: use RT7 BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE (5) 0.131"x 1 h" m each end - (10) total BEAM BEARS ON (2) 2x_ JACKS / INTO HEADER WITH (11) 10d NAILS. �_ EN RT3A BEGIN NAILING 1" MINIMUM BELOW TOP OF (4) 0.131"x 21%" in each end - (8) total (TYPICAL U.O.N.) BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE : 9 Li BEAM (8) 0.131"x 2'/" in each end - 06) total n/a CONDITION:1 NAILING NOT REQUIRED BETWEEN UPPER SILL _ NO 5 - 17236.11 BEAM (AS NOTED) HDQ8 (NOTCHED BEAM) PLATE AND LOWER DOUBLE PLATE. - 7/9'w/ 12" embed HDU5 10441.4 PHD5 FLOOR SYSTEM (AS NOTED) w SIS" w/ Tembed (mono) & 12" embed (stem) HDUS 10441.4 PHD6 17219.4 '- ' 7/9'w/ 12" embed A DETAIL -UPPER LEVEL STUD OVER BEAM 14473.3 _ _ N AIL SHEATHING TO DOUBLE PLATE WITH BEGIN NAILING 1" MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE •. F OR .. ���`:�� 4" embed SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 10456.6 a Co ENT . MONOLITHIC FOUNDATION - EXTERIOR (10) 0.148"x 3" in each end -,(2200) total ()NAILHEAOTH F 0.131NG ALONG BOTTOM O�HEADER @ 3"o.C. LOWER LEVEL HEADER (AS NOTED) 11473.12 HTWMI6120 %" x 6" TITEN HD SCREW ANCHOR (8)0.148"x Tinto wood (4)1/." x 2Y." Titen into CMU (4) 1/." x 1'/+" Titen into concrete We HTT4 g HTr4 or %" x 6" SCREW ANCHOR BY HURRI-BOLT, INC. (18) 0.162" x 21/" INSTALL DSP CLIPS @ 24" O.C. OR HT75 11496.6 HTr5 or Y8" THREADED ROD SET 4'/z" INTO ADHESIVE (26) 0.162"x 2%" SPH_ @ 32"O.C. G DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW 10446.13 MP4F 17244.24 STEMWALL FOUNDATION - EXTERIOR n/a .EXTERIOR BEAM (AS NOTED) DOUBLE PLATE SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED LSTA18 17244.18 YY THREADED ROD SET 7" INTO ADHESIVE n/a LTS 12 10456.7 E 17244.8 (6) 0.148"x Tin each end - (12) total n/a BEAM INSTALLED BENEATH DOUBLE PLATE 10852.9 MSTA24 17244.18 INTERIOR APPLICATIONS- n/a BEAM BEARS ON (2) 2x_ JACKS 11473.11 MSTAM24 17325.1 (9) 0.148!'x Tinto wood (5)1/." x 21W Titen into CMU (5) M." x 11/2"'Titen into concrete IF EDGE DISTANCE EXCEEDS 5" (TYPICAL - U.O.N.) USE MONOLITHIC CONDITION CONDITION: 2 (DROPPED BEAM) B DETAIL -TYPICAL DTT2-Z INSTALLATION E DETAIL - EXTERIOR BEAM TO WALL CONNECTION SD -7 (USP DTB-TZ SIMILAR) SD -7 MONOLITHIC FOUNDATION - EXTERIOR YY x 12' TITEN HD SCREW ANCHOR ALTERNATE ANCHOR: or%" THREADED ROD SET 7" INTO ADHESIVE _ _ Y" x 6" TITEN HD STEMWALL FOUNDATION -EXTERIOR EXTERIOR BEAM (MECHANICALLY GALVANIZED) THREADED ROD SET 12" INTO ADHESIVE (AS NOTED) WITH 2" x)/8"WASHER H6 CLIP FROM INTERIOR APPLICATIONS- POST TO BEAM IF EDGE DISTANCE EXCEEDS 5" USE LAP BEAM PLIES AND %" x 12" TITEN HD SCREW ANCHOR NAIL AS SHOWN - (5) or %" x 8" TITEN HD SCREW ANCHOR 0.131"x 31/4" NAILS PER PLY J or Y8" THREADED ROD SET 6" INTO ADHESIVE PT POST (AS NOTED) c DETAIL - TYPICAL HTT5 INSTALLATIONH6 CLIP FROM PosrI SD -7 (USP PHD5 SIMILAR) TO BEAM R III / PT POST (AS NOTED) EXTERIOR BEAMI V � ' II ABU POST BASE MONOLITHIC FOUNDATION - EXTERIOR (AS NOTED) (AS NOTED) I Illi X" THREADED ROD SET 12" INTO ADHESIVE KLAN VIEW AT TOP OF POST 11:`- ' o �"THREADED ROD STEMWALL FOUNDATION - EXTERIOR .O WITH NUT SET IN ADHESIVE X" THREADED ROD SET 12"INTO ADHESIVE--' (7" EMBEDMENT) INTERIOR APPLICATIONS- IF PPLICATIONS IF EDGE DISTANCE EXCEEDS 5" USE II a X" THREADED ROD SET 8" INTO ADHESIVE ° / SIDE VIEW AT BASE OF POST D DETAIL - TYPICAL HDU8 INSTALLATION E F DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST SD 7 USP PHD6 SIMILAR SD 7 s B REVISED s OPP�CE COPY y CLIENT: 3 MEDEROS HOMES s ir PROJECT: STOCKS STREET TOWNHOME JOB NUMBER: COUNTY: t SCALE: V-0" (U.O.N.) 8 DO NOT SCALE THIS DRAWING z RELEASE DATE: 07-01-19 REVISIONS: DRAWN BY: DJM CHECKED BY: FSS TITLE: METAL CONNECTOR DETAILS SHEET: Metal Connector Fastening Schedule Sim on ID FL # MITEKIUSP 111011171- # Fasteners Anchorage U.O.N. A35 10446.1 MPAI 17244.23 (12) 0.131'x 1W n/a ABU44 -Z 10SWA PAU44 - TZ 17239.13 (12) 0.162" x 2Y" or (12) 0.162'x 31/" 518" w/ 7" embed ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) 0.162" x 2%" or (12) 0.162" x 31W 518" w/ 7' embed CS16 10852.2 RS150 17244.27 (11) 0.148" x Tin each end - (22) total n/a DSP 10456.1 RSPT6.2 17244.29 (8) 0.148'x 1'h" into studs (6) 0.148"x 11h" into double plate n(a DTT2Z 10441.1 DTB TL 17219.1 (8)1/." x 11W SDS 1r4" w/ 4/" embed (mono) & 7" embed (stem) GBC 10861.3 HC520 WA (5) 0.131"x IM." into gable brace (7) 0.131"x 21/• into double plate n/a H2.5A 10456.3 We: use RT7 17236.11 (5) 0.131"x 2'h" in each end - (10) total nfa H2.5r 10446.8 nfa: use RT7 17236.11 (5) 0.131"x 1 h" m each end - (10) total We H3 10456.3 RT3A 17236.11 (4) 0.131"x 21%" in each end - (8) total n/a H6 10456.3 Li 17244.17 (8) 0.131"x 2'/" in each end - 06) total n/a H8 10446.8 RTBA 17236.11 (5) 0.148"x 1'h" in each end - (10) total n/a HDQ8 10441.3 n/a: use UPHD8 17219.6 (20)'/." x 3" SDS 7/9'w/ 12" embed HDU5 10441.4 PHD5 17219.4 (14) '/." x 2'h" SDS SIS" w/ Tembed (mono) & 12" embed (stem) HDUS 10441.4 PHD6 17219.4 (20)'/." x 3" SDS 7/9'w/ 12" embed HETA12 14473.3 HTA12 17680.4 (7) 0.149'x IMF 4" embed HTS20/24/30 10456.6 HTW20/24/30 17244.8 (10) 0.148"x 3" in each end -,(2200) total n/a HTSM16120 11473.12 HTWMI6120 6223.2 (8)0.148"x Tinto wood (4)1/." x 2Y." Titen into CMU (4) 1/." x 1'/+" Titen into concrete We HTT4 11496.6 HTr4 17324.2 (18) 0.162" x 21/" 5(9'w/ 7' embed (mono) & 12" embed (stem) HT75 11496.6 HTr5 17324.2 (26) 0.162"x 2%" 518" w/ 7" embed (mono) & 12" embed (stem) LTP4 10446.13 MP4F 17244.24 (12) 0.131" x 1%" n/a LSTA18 10852.6 LSTA18 17244.18 (7) 0.148"x 3' in each end -(14)total n/a LTS 12 10456.7 LTW 12 17244.8 (6) 0.148"x Tin each end - (12) total n/a MSTA24 10852.9 MSTA24 17244.18 (9) 0.148" x 3" in each end - (18) total n/a MSTAM24 11473.11 MSTAM24 17325.1 (9) 0.148!'x Tinto wood (5)1/." x 21W Titen into CMU (5) M." x 11/2"'Titen into concrete n/a 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 Tin each end - (26) total n/a MSTAM36 11473.11 MSTAM36 17325.1 (13) 0.148" x 3" into wood (8)'/." x 21/." Titen into CMU (8)1/." x 134" Titen into concrete rVa ' MTS12/20 10456.8 MTW 12!20 17244.8 (7)0. 148" x 3" in each end - (14) total r(a MTSM16/20 11473.12 HTVVM16/20 6223.2 (7) 0.148" x 3" into wood (4) M." x 211W Tien into CMU (4)^/." x 1'/." Titen into concrete n/a PA51 13326.4 TA51 WA (14) 0.162"x 2%" or (14) 0.162'x 31/:" 4" embed SPH4/6 10456.12 SPTH4/6 17244.32 (12)0.148"x i%" n/a SSP 10446.1 RSPT6 17244.29 (4)0.1 48" x 1 h" into studs (3) 0.148'x 11/2" into double plate n/a STHD14 13326.7 STAD14 17230.3 (30) 0.148'x 31/." 14" embed Notes: 1.) All connectors manufactured bySimpson Strong -Tie or MITEK/USP (U.O.N.) 2.) Mono = monolithic concrete; stem = masonrystemwall or bond beam 3.) Anchorage refers to threaded anchors with noted diameters and embedmentdepths s B REVISED s OPP�CE COPY y CLIENT: 3 MEDEROS HOMES s ir PROJECT: STOCKS STREET TOWNHOME JOB NUMBER: COUNTY: t SCALE: V-0" (U.O.N.) 8 DO NOT SCALE THIS DRAWING z RELEASE DATE: 07-01-19 REVISIONS: DRAWN BY: DJM CHECKED BY: FSS TITLE: METAL CONNECTOR DETAILS SHEET: DOUBLE PLATE FASTEN SHEATHING TO HEADER---_____. IN 3" GRID PATTERN AND FASTE 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 OF0.131"x3%"@3"O.C. MINIMUM (3) STUDS®_ MINIMUM %6"RATED SHEATHING APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS, EXCEPT THAT %6"STRUCTURAL 1 RATED OR 1%2' RATED SHEATHING MAY BE INSTALLED VERTICALLY TYPICAL BLOCKING AT PANEL EDGES WIT 0.131" x 3" NAILS @ 3" O.C. IN EACH PANEL EDGE EMBEDDED STRAP PE DETAIL "F" ON SHEET SD 1 (OR HTT5 IF NOTED) Y8" EPDXIED ANCHOR BOLT` w/ 7" MIN. EMBEDMENT w/ MINIMUM 2" x 2" x Y16" PLATE WASHER li 4 c IIG a U 4 Ga A DETAIL - NARROW WALL METHOD DETAIL FOOTING )ATION PLAN ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com i FLORIDA C.A. NUMB : 25846 E 50791 B REVISED ,� i •21.1 CLIENT: 3 MEDEROS HOMES PROJECT: s STOCKS STREET TOWNHOME L JOB NUMBER: 1,.1103 1 COUNTY: DUVAL SCALE: m E b DO NOT SCALE THIS DRAWING RELEASE DATE: 07-01-19 REVISIONS: DRAWN BY: DJM CHECKED BY: FSS TITLE: APA WALL DETAIL J J z L1_I CZ MINIMUM 3" x 11 Y" HEADER (SEE LAYOUT) MAY BE RAISED TO BOTTOM OF DOUBLE PLATE ° (MAXIMUM 10' HEIGHT) MINIMUM (3) 2x4 FLATWISE REQUIRED AT TOP OF OPENING WITH RAISED HEADER ° 0 �2) MSTA30 STRAPS F-- 0 °° w J 0 0 o (2) STUDS 711 _,_---MINIMUM a _ o w ° < ° NOTE: SHEATHING ONLY SHOWN x N FOR NARROW WALL SECTION < o ° REMAINING SHEATHING NOT o ° ° SHOWN FOR CLARITY o ° ° 0 o ° Ar °y F✓° STRAP PER A -/EMBEDDED DETAIL "F" ON SHEET SD -1 (OR HTT5 IF NOTED) ° o ° O O O O li 4 c IIG a U 4 Ga A DETAIL - NARROW WALL METHOD DETAIL FOOTING )ATION PLAN ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com i FLORIDA C.A. NUMB : 25846 E 50791 B REVISED ,� i •21.1 CLIENT: 3 MEDEROS HOMES PROJECT: s STOCKS STREET TOWNHOME L JOB NUMBER: 1,.1103 1 COUNTY: DUVAL SCALE: m E b DO NOT SCALE THIS DRAWING RELEASE DATE: 07-01-19 REVISIONS: DRAWN BY: DJM CHECKED BY: FSS TITLE: APA WALL DETAIL QUICK TIE SYSTEM GENERAL NOTES: 1. PROVIDE THE FOLLOWING PRODUCTS AS MANUFACTURED BY QUICK TIE PRODUCTS, INC.: QTO(ORANGE) a. QT- ASSEMBLIES (INCLUDES- WIRE ROPE, END FITTINGS, WASHERS, OTHER ASSOCIATED ASSEMBLY HARDWARE) �kND xz b. QUICK TIE QE -1 QUICK SET ANCHORING EPDXY; POWERS AC 100 TEP.L OR GOLD EPDXY SHALL BE USE FOR ALL QT ANCHORING. c. OTHER MISCELLANEOUS METAL HARDWARE �-STEEL CABLE 2. QUICK TIE PRODUCTS MUST BE INSTALLED BY A FACTORY TRAINED AND CERTIFIED INSTALLER. NOTE: EXTERIOR SHEATHING MUST BE FASTENED TO BOTH STUDS. 3. THE QT ASSEMBLIES PROVIDE WALL UPLIFT RESISTANCE AND HOLD-DOWN RESISTANCE FOR INIMUM ONE STUD REQUIRED SHEAR WALLS AND GIRDERS FROM THE UPPERMOST TOP PLATE OR GIRDER THROUGH TO WITHIN 3" ON EACH SIDE OF THE FOUNDATION OF THE BUILDING SYSTEM. - QTO (ORANGE) QUICK TIE � ASSEMBLY 4. INSTALLATION: a. ALL QUICK TIE ANCHORAGES SHALL BE INSTALLED BY TRAINED INSTALLERS IN ACCORDANCE WITH QUICK TIE INSTALLATION REQUIREMENTS. 3"3" 5. CONCRETE - THE CONCRETE WILL BE DRILLED BY THE QUICK TIE INSTALI INSTALLATION PROCESS. THE GENERAL CONTRACTOR SHALL BE RESPO THAT THE CONCRETE RECEIVING THE EPDXIED STUD HAS REACHED A MI COMPRESSIVE STRENGTH BEFORE THE QUICK TIES ARE PRE-TENSIONEE GENERAL CONTRACTOR SHALL ENSURE THAT THE EPDXIED STUD REMAI THE EPDXY HAS ACHIEVED MINIMUM "LOAD TIME" FOR THE TEMPERATUF INDICATED PER THE QE -1 ANCHORING EPDXY SPECIFICATIONS. .R DURING THE ISIBLE FOR ENSURING "MUMOF 2,500 psi FURTHERMORE, THE IS UNDISTURBED UNTIL AND CONDITIONS DOUBLE PLATE 2 /" x 2 %" x %6' W1%SHER QTB (BLUE) ASSEMBLY WITH �IUT M 2x- FRAMING (BELOW DOUBLE F'LATE) (2) ROWS 0170.131'X34' NAILS @ 12"O.C. ��SPH / SSP CLIP OR SDWC 15600 SCREW AT DOUBLE PLATE ALTERNATE: MSTA24 STRAP LOOPED OVER DOUBLE PLATE WITH 6) 10d x 1 X" NAILS INTO �ACH SIDE OF STUD D DETAIL - QTB (BLUE) AT 90 DEGREE CORNER SD -9 A DETAIL - QTO (ORANGE) SD -9 �W 1" DIA ROUND Z d WASHER z PLAN VIEW 8" HEX NUT w/ 1" DIA. ROUND WASHER 2)/4" x 2 %" x)/8" STEEL WASHER ,DOUBLE PLATE %" QUICK TIE 1 %s" QUICK TIE STEEL SWEDGE CABLE TO FOUNDATION ELEVATION QTB (BLUE) - TOP PLATE CONNECTION DETAIL - QT HOLDOWN-DOWN AT TOP PLATE NOTE: EPDXY OVERSPILL REQUIRED %6" QUICK TIE 2x SILL PLATE MIN. EDGE DISTANCE EXTERIOR EDGE PLAN VIEW OF CONCRETE NOTE: EPDXY OVERSPILL %6' QUICK TIE REQUIRED %" DIA. HOLE INN / f 2x SILL PLATE BOTTOM PLATE a 8" QUICK TIE -EMBEDMENT STEEL SWEDGE CONCRETE FOUNDATION MIN. 2500 psi ELEVATION QTB (BLUE) - BOTTOM PLATE CONNECTION �W 1 %4' DIA ROUND ? WASHER PLAN VIEW %" HEX NUT w/ 1 %" DIA. ROUND WASHER i3" x 3" x %6" STEEL WASHER I v -DOUBLE PLATE %8" QUICK TIE 1 9/16" QUICK TIE STEEL SWEDGE CABLE TO FOUNDATION ELEVATION QTO (ORANGE) - TOP PLATE CONNECTION NOTE: EPDXY OVERSPILL REQUIRED %6' QUICK TIE I 2x SILL PLATE MIN. EDGE DISTANCE EXTERIOR EDGE PLAN VIEW OF CONCRETE %6" QUICK %4" DIA. HOL BOTTOM PL %" QUICK TIE STEEL SWEDGE CONCRETE FOUNDATION MIN. 2500 psi NOTE: EPDXY OVERSPILL L PLATE EMBEDMENT ELEVATION QTO (ORANGE) - BOTTOM PLATE CONNECTION 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 E t'jHf fit, i IGEN No• 7u 1 T F CC `= A B DC REVISED q OFFICE COPY CLIENT: MEDEROS HOMES STOCKS STREET TOWNHOME JOB NUMBER: COUNTY: 19-1103 DUVAL SCALE: N.T.S. DO NOT SCALE THIS DRAWING 07-01-19 BY. DJM DBY: TITLE: DETAILS (QUICKTIE SYSTEM) e SHEET: SD -9