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1850 Ocean Grove - PPI24-0002 Structural DWGS
C-1 COVER SHEET THE TRUSS SHOP DRAWINGS HAVE BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THIS PROJECT. THIS DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE SHOP DRAWINGS. CONTRACTOR SHALL DETERMINE AND VERIFY ALL FIELD MEASUREMENTS. THESE DRAWINGS HAVE BEEN DIGITALLY SIGNED IN ACCORDANCE WITH FLORIDA STATUTES TRUSS SHOP DRAWING APPROVAL TRUSS MANUFACTURER : TRUSS PROJECT / JOB ID : DIGITAL SIGNATURE DATE : BUILDERS FIRST SOURCE 3823710 01-26-24 INDEX C-1 COVER SHEET S-1 GENERAL NOTES (SHEET 1 of 2) S-2 GENERAL NOTES (SHEET 2 of 2) S-3 FOUNDATION PLAN S-4 WALL LAYOUT - FIRST FLOOR S-5 WALL LAYOUT - SECOND FLOOR S-6 ROOF TRUSS AND FLOOR LAYOUT - LOWER LEVEL S-7 ROOF TRUSS LAYOUT - UPPER LEVEL S-8 TIE-DOWN LAYOUT - FIRST FLOOR S-9 TIE-DOWN LAYOUT - SECOND FLOOR S-10 EXTERIOR STAIR FRAMING SD-1 FOUNDATION DETAILS (SHEET 1 of 2) SD-2 FOUNDATION DETAILS (SHEET 2 of 2) SD-3 FRAMING DETAILS (SHEET 1 of 3) SD-4 FRAMING DETAILS (SHEET 2 of 3) SD-5 FRAMING DETAILS (SHEET 3 of 3) SD-6 TRUSS BRACING AND GABLE DETAILS SD-7 METAL CONNECTOR DETAILS SD-8 PORTAL FRAME DETAIL © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.) 1850 OCEAN GROVE DRIVE PILLAR CONSTRUCTION N.T.S. (U.O.N.) S-1 GENERAL NOTES SHEET 1 of 2 DESIGN SPECIFICATIONS: Project has been designed in accordance with the 8th Edition (2023) Florida Building Code, Residential, and the Florida Building Code, Existing Building (as applicable). DESIGN CRITERIA: Wind Design Method ASCE 7-22 Basic Wind Speed:130 mph Building Risk Category:II Wind Exposure:D (Enclosed Structure) Building Classification:Residential Building Type:Type V-B Construction Wind-Borne Debris:NOT located in the wind-borne debris region Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. DESIGN DEAD LOADS: Floors: The design floor dead load of 12 psf assumes a floor system utilizing wood decking or wood subflooring over wood truss, wood I-joist, or solid sawn lumber framing. The floor covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be notified if the floor coverings differ from the noted assumptions Roofs: Metal or Shingle:10 psf (Rafters) 7 psf (Wood Truss) Concrete or Clay Tile:15 psf Refer to Architectural Plans for Roof Covering System DESIGN LIVE LOADS: Floors: Exterior Balconies:40 psf Exterior Decks:40 psf Stairs:40 psf (or 300 lb point load) Garages:50 psf (or 2000 lb point load) All Other Areas:40 psf Attics: Without Storage:10 psf With Limited Storage:20 psf With Storage:30 psf (fixed stair access) Roofs: Less than 4:12 slope:20 psf 4:12 slope or greater:16 psf DEFLECTION CRITERIA: Walls: Wind loads with plaster or stucco finish:L/360 Wind loads with other brittle finishes:L/240 Wind loads with flexible finishes:L/120 or L/180* * L/180 for exterior walls with interior gypsum board finish. Floors: Live Load:L/480 * Total Load:L/240 * * Increased floor stiffness may be required by floor covering manufacturer Roofs: Live Load:L/240 Total Load:L/180 GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. CONCRETE: 1. 2. 3. 4. 5. 6. 7. The scope of these plans is limited to the structural requirements of this project. Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and flashing requirements are not addressed in these plans. It is the intent of the Engineer of Record (Engineer) that this work be performed in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. The contractor is responsible for the means and methods of construction. It is the 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 construction. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. All details and sections shown on the structural drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the work except where indicated otherwise. Refer to the structural drawings for all structural details and sections. The contractor shall contact the Engineer for clarification in cases of conflict between the structural drawings and any drawings prepared by others prior to commencing work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. All concrete work shall be in accordance with "Building Code Requirements for Structural Concrete," ACI 318-19, and "Specification for Structural Concrete," ACI 301. All concrete shall have the following minimum compressive strength at 28 days: Slabs on grade, footings, and misc. concrete:f'c=2500psi Structural slabs, walls, beams and columns: f'c=3000psi Designated radon zones only - all concrete: f'c=3000psi Cement shall conform to "Specification for Portland Cement" (ASTM C150) Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic material or other substances that are deleterious to concrete or steel reinforcement. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural drawings. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with "Standard Tolerances for Concrete Construction and Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. 8. 9. 10. 11. 12. 13. 14. MASONRY: General: 1. 2. 3. 4. Concrete Masonry (CMU): 1. 2. 3. 4. 5. 6. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM-A 185, or fibermesh reinforcement shall be used with a minimum fiber length of 1 2" to 2 1 4" 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. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and 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 protection shall be provided in accordance with applicable code requirements. If soil treatment is used, the treatment shall be done after all excavation, backfilling, and compaction is completed. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. The following minimum concrete cover shall be provided for reinforcement: 3" Concrete cast against and permanently exposed to earth 2" Concrete exposed to earth or weather 1 ½" Concrete not exposed to earth or weather All continuous reinforcing steel in concrete shall be lap-spliced with the following minimum lengths: #4 bars:Top steel 23" minimum, Bottom steel 17" minimum. #5 bars:Top steel 28" minimum, Bottom steel 22" minimum. #6 bars:Top steel 34" minimum, Bottom steel 26" minimum. Reinforcement in footings shall be bent around corners or corner bars shall be used. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcing steel. Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. All masonry work shall be in accordance with "Building Code Requirements for Masonry Structures," TMS 402-2016, and Specifications for Masonry Structures," TMS 602-2016. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 3000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11". Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used in brick veneer. The contractor shall be responsible for the design and installation of all flashing. Concrete masonry units (CMU) shall be ASTM C90, Hollow Load-Bearing Concrete Masonry Units, normal weight, with a minimum compressive strength of 2000 psi (f'm=2000 psi). All continuous reinforcing steel in masonry shall be lap-spliced with the following minimum lengths: #4 bars:20" minimum #5 bars:25" minimum #6 bars:30" minimum Grout all cells containing vertical reinforcement in 5'-4" maximum lifts. Provide cleanouts per TMS 602-2016 in the bottom course of masonry when the wall height exceeds 5'-4". Beam reinforcement shall be continuous across control joints. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural drawings.© 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.)N.T.S. (U.O.N.) TYPICAL EDGE STRIP (5) a = 3.0' TYPICAL INTERIOR ZONE (4) 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. S-2 GENERAL NOTES SHEET 2 of 2 Clay Masonry (Brick): 1. 2. 3. 4. WOOD FRAMING: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and Hollow Brick, respectively. Grade MW shall be used. 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. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall 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 ¾" 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. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceeds 6'-0" then the steel angle shall be attached to the wood framing with 38" x 3" lag screws @ 12" o.c. or Simpson 14" x 3" SDS screws @ 12"o.c. All wood framing has been designed in accordance with "National Design Specification (NDS) for Wood Construction," 2018 edition. 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. 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. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-2014)." All trusses shall be designed by the Truss Manufacturer's registered Engineer. 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. Jobsite handling and erection, including temporary bracing, during installation of trusses shall comply with TPI / WTCA BCSI 1. 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 Connection Schedule. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. Guardrails, handrails, and guard in-fill components (Balusters and Panel Fillers) shall be provided by others. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material specifications: 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 Fasten plies of 1 ¾" wide engineered lumber as follows: 2-ply beams with (3) rows of 0.131"x3 ¼" nails @ 12"o.c. 3-ply beams with (3) rows of 0.131"x3 ¼" nails @ 8"o.c. (each side) 4-ply beams with (2) rows of Simpson 6 ¾" long SDW screws @ 12" o.c. STRUCTURAL STEEL: 1. 2. 3. 4. 5. 6. 7. 8. HARDWARE AND ANCHORS: 1. 2. 3. 4. ROOF COVERING: 1. 2. 3. 4. 5. 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) All structural steel connections and fabrications shall comply with AISC specifications. 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 shall not be used. Bolts shall be installed to the "snug-tight" condition - u.o.n. 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". 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. Field touch-up after installation where required to restore final finish. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, MiTek, or Engineer approved equal. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 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. 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. The contractor shall be responsible for the design and installation of the roof covering system. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. Standing seam metal roofs shall comply with ASTM E1514 and be installed according to the manufacturer's requirements. The contractor shall be responsible for the design and installation of all metal flashing and valley material.© 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.)N.T.S. (U.O.N.) CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTIONDSD-129'-4"21'-0"19'-0"18'-10" D SD-1 D SD-1 MONOLITHIC 10'-6" 29'-4"2'-0"21'-0"2'-8"5'-4"B SD-1Q SD-2 BSD-1SIMILARNOTE: CONTINUOUS FOOTING ACROSS GARAGE DOOR OPENING 4" CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER 6 MIL VAPOR BARRIER COVERING CLEAN AND COMPACTED FILL CJ = SUGGESTED CONTROL JOINT LOCATIONS (SEE DETAIL "T" ON SD-2) CJ CJCJ4'-0" 1'-41 2"16'-11 2" 1'-4"1'-0" 8'-11 2"1'-41 2"BSD-1SIMILARNOTE: CONTINUOUS FOOTING ACROSS GARAGE DOOR OPENING SPECIAL EMBEDDED STRAPS REQUIRED AT PORTAL FRAME. SEE DETAIL "A" ON SHEET SD-8. NOTE: BUILDER TO VERIFY LOCATION AND DIMENSIONS OF ALL ROUGH OPENINGS IN EXTERIOR WALLS WITH FINAL ARCHITECTURAL PLAN PRIOR TO POURING FOUNDATION SPECIAL EMBEDDED STRAPS REQUIRED AT PORTAL FRAME. SEE DETAIL "A" ON SHEET SD-8. 24"x 24"x 12" PAD FOOTING WITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "U" ON SD-2 3'-2" 2" BREEZEWAY SLAB DIMENSIONS PER BUILDER 16'-4"4'-4"4'-6"© 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.) FOUNDATION PLAN FOUNDATION PLAN S-3 EXISTING STRUCTURETF01TF02 WALL FRAMING NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2x6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 18" - U.O.N. 2) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD-1 3. 16' GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF -26.5 psf / +23.9 psf 1. INSTALL ( 1 ) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. GARAGE DOOR NOTES 4. 8' GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF -28.5 PSF / +25.3 psf 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.) WOOD FRAMED HEADER LEGEND: SIZE OF JACKS OF HEADER QUANTITY OF KING STUDS QUANTITY __J __K (2) 2x__ HEADER SHEARWALL LEGEND: =NON-BEARING WALL = BEARING WALL =SHEARWALLS FASTENED WITH 8d COM (0.131"x 2 12") NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. =SHEARWALLS FASTENED WITH 8d COM (0.131"x 2 12") NAILS @ 3"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. =SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL SBS SW-3 SW-6 NOTE: ALL EXTERIOR WALLS SHALL BE "SW-6" U.O.N.(3) 1 34" x 14" LVL HEADER CONTINUOUS TO CORNERS1 J2 K(2) 2x6 HEADER(2) JACKS MIN.CONT. (2) SPANS1 J 1 K (2) 2x8 HEADER 1'-4"1'-4" NOTE: MINIMUM 1'-4" RETURN WALL REQUIRED AT EACH END OF 16' OHD OPENING. PORTAL FRAME WITH HEADER CONTINUOUS ACROSS RETURN WALL (SEE DETAIL "A" ON SD-8)SW-3SW-3SW-3SW-3NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTSSPAN2x6 CEILING JOISTS@ 24" O.C.E SD-7 LUS26-2 HANGER (2) 2x8 (2) 2x8 LUS26-2 HANGER (2) 1 34" x 11 14" LVL HEADER CONTINUOUS TO CORNERS PORTAL FRAME WITH HEADER CONTINUOUS ACROSS RETURN WALL (SEE DETAIL "A" ON SD-8) (SHEATHING REQUIRED ON INTERIOR FACE OF WALL AT THIS OPENING) SBS NOTE: MINIMUM 1'-4" RETURN WALL REQUIRED AT EACH END OF 16' OHD OPENING. (2) 2x6 BUILT-UP POST (MIN.) NOTE: SHEATH INTERIOR SIDE OF RETURN WALLS AT 8' OHD SBS FUR OUT HEADER WITH 12" PLYWOOD FLITCH AND 2x12 PLY TO FLUSH HEADER WITH INTERIOR SIDE OF WALL © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.) WALL LAYOUT FIRST FLOOR WALL LAYOUT - FIRST FLOOR S-4 WALL FRAMING NOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2x6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 18" - U.O.N. 2) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS.T01T03NOTE: 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.) WOOD FRAMED HEADER LEGEND: SIZE OF JACKS OF HEADER QUANTITY OF KING STUDS QUANTITY __J __K (2) 2x__ HEADER SHEARWALL LEGEND: =NON-BEARING WALL = BEARING WALL =SHEARWALLS FASTENED WITH 8d COM (0.131"x 2 12") NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. =SHEARWALLS FASTENED WITH 8d COM (0.131"x 2 12") NAILS @ 3"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. =SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL SBS SW-3 SW-6 NOTE: ALL EXTERIOR WALLS SHALL BE "SW-6" U.O.N.1 J2 K(2) 2x6 HEADER1 J 2 K (2) 2x6 HEADER CONT. (2) SPANS 1 J 2 K (2) 2x6 HEADER CONT. (2) SPANS 1 J 2 K (2) 2x6 HEADER CONT. (2) SPANS (2) JACKS MIN. (2) JACKS MIN. NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS SW-3 (2) 2x6 BUILT-UP POST (MIN.) 1 J 2 K (2) 2x6 HEADER CONT. (2) SPANS (2) JACKS MIN. (2) JACKS MIN.© 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.) WALL LAYOUT SECOND FLOOR WALL LAYOUT - SECOND FLOOR S-5 EXISTING STRUCTURETF01TF02 NOTE: 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. TRUSS CONNECTOR SCHEDULE TRUSS ID INTERMEDIATE H2.5A OR SDWC 15600 ALL OTHER TRUSSES LEFT RIGHT H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 F03GF03F03F03F02F02F02F02F01F04BF04AF04AF04F04F05F03J01J02J02J02J022x6 RAFTERS @ 24"O.C. 2x8 RIDGE BOARD AS-62x6 TREATED LEDGER ATTACHED TO STUDS WITH (4) 0.131" x 3" NAILS @ 16" O.C. STAGGERED 15 32" ROOF SHEATHING ROOF SHEATHING SHALL BE 1532" RATED PLYWOOD SHEATHING, EXPOSURE 1, FASTENED WITH 0.113" x 2 38" RING SHANK NAILS @ 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS (ENGINEERED DESIGN). ROOFING MAY REQUIRE ALTERNATE THICKNESS (REFER TO MANUFACTURER'S PRODUCT APPROVAL). C SD-4 C SD-4 2x10 RIBBON/BAND BOARD ATTACHED TO EACH TRUSS END WITH (5) 0.131" x 3" NAILSH3 OR SDWC 15600 SCREW AT F04, F04A, AND F04B FLOOR TRUSSES TO DOUBLE PLATE SHEATHING AS NOTED 2x4 No. 2 SYP @ 24" O.C. w/ (3) 0.131" x 3" TOENAILS AT LEDGER 2x4 No. 2 SYP @ 24" O.C. w/ (3) 0.131" x 3" TOENAILS AT LEDGER MIN. 2x4 No. 2 SYP FASCIA STUD2x6 No. 2 SYP LEDGER w/ 14" x 4 12" SDS SCREWS INTO EACH INTERSECTING TRUSS @ 24" O.C. BEVEL TOP OF LEDGER TO MATCH ROOF SLOPE (3) 0.131" x 3" NAILS (TYPICAL EACH RAFTER SET) TREATED 2x4 No.2 SYP LEDGER w/ (3) 0.131" x 3" NAILS @ 16" O.C. NOTE: FLASHING & WATERPROOFING BY BUILDER 30" MAX © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.) ROOF TRUSS AND FLOOR LAYOUT - LOWER LEVEL ROOF TRUSS & FLOOR LAYOUT - LOWER LEVEL S-6 A S-6 SECTION - CANTILEVERED SHED ROOF T01T03NOTE: 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. TRUSS CONNECTOR SCHEDULE TRUSS ID INTERMEDIATE H2.5A OR SDWC 15600 ALL OTHER TRUSSES LEFT RIGHT H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 T02HJ01H J 0 1 EJ01 EJ01 CJ02 CJ03 CJ02CJ03EJ01 EJ01 CJ02 CJ03 CJ02CJ03T04HJ 0 1HJ01 EJ01 EJ01 CJ02 CJ03 CJ02CJ03EJ01 EJ01 CJ02 CJ03CJ02CJ03 EJ01 T05T06T07T08T09EJ02 NOTE: 2x SYP No.2 STRUCTURAL SUB-FASCIA FASTENED TO EACH TRUSS TAIL WITH (3) 0.131" x 3" NAILS. NO BREAKS WITHIN 6' OF CORNERS (TYP. EACH CORNER) INFILL HIP CORNER WITH 2x4 SYP No. 2 RAFTERS AND JOISTS AS NEEDED TO MAINTAIN 24" O.C. SPACING (TYP. EACH CORNER) 1532" ROOF SHEATHING ROOF SHEATHING SHALL BE 1532" RATED PLYWOOD SHEATHING, EXPOSURE 1, FASTENED WITH 0.113" x 2 38" RING SHANK NAILS @ 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS (ENGINEERED DESIGN). ROOFING MAY REQUIRE ALTERNATE THICKNESS (REFER TO MANUFACTURER'S PRODUCT APPROVAL). T01 HTS24 HTS24 T03 HTS24 HTS24 HTS24 HTS24 HTS24 HTS24 © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.) ROOF TRUSS UPPER LEVEL ROOF TRUSS LAYOUT - UPPER LEVEL S-7 EXISTING STRUCTURETF01TF02 THREADED ROD LEGEND: 38" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) 38" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE = = = 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD-1 1. INSTALL ( 1 ) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. GARAGE DOOR NOTES ELEVATION- SDWC 15600 DOUBLE PLATE SDWC15600 SCREW STUD STUD SDWC15600 SCREW DOUBLE PLATE SECTION- SDWC 15600 34" MIN, 1" MAX 34" MIN, 1" MAX 3" (+/- 14") 30°10°0° OPTIMAL 22 12"° ANGLE NOTE: ALTERNATIVE TO SSP AT DOUBLE PLATE, (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO DSP / SPH AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL. SPECIAL ANCHOR NOTE SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS OR 14" x 3 14" TAPCON SCREWS AS REQUIRED TO MAINTAIN MAXIMUM 24" O.C. SPACING E SD-7 HTT5 HOLDOWN HTT5 HOLDOWN HTT5 HOLDOWN HTT5 HOLDOWN HTT5 HOLDOWN HTT5 HOLDOWN LUS26-2 HANGER LUS26-2 HANGER PORTAL FRAME WITH HEADER CONTINUOUS ACROSS RETURN WALL (SEE DETAIL "A" ON SD-8) PORTAL FRAME WITH HEADER CONTINUOUS ACROSS RETURN WALL (SEE DETAIL "A" ON SD-8)8" MAX TYP.RODS @ 4' O.C.© 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.) TIE-DOWN LAYOUT FIRST FLOOR TIE-DOWN LAYOUT - FIRST FLOOR S-8 T01T03N SD-5NSD-5(1) CS16 STRAP BETWEEN FLOORS ALLIGNED WITH HOLDOWN BELOW CS16 STRAP AT POST TO GIRDER BELOW SDWC 15600 AT KING TO DOUBLE PLATE WITH CS16 TO 2x10 RIBBON BOARD N SD-5 N SD-5 (1) CS16 STRAP BETWEEN FLOORS ALLIGNED WITH HOLDOWN BELOW LSTA18 AT HEADER TO JACK LSTA18 AT HEADER TO JACK LSTA18 AT HEADER TO JACK THREADED ROD LEGEND: 38" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) 38" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE = = = FASTEN SOLE PLATE TO EACH INTERSECTING TRUSS BELOW WITH (1) SDWC 15450 SCREW @ 24" O.C. (1) CS16 STRAP BETWEEN FLOORS ALLIGNED WITH HOLDOWN BELOW RODS @ 4' O.C.SDWC 15600 SCREW AT KING TO DOUBLE PLATE WITH (2) CS16 BETWEEN FLOORS TO HEADER BELOW N SD-5 © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.) TIE-DOWN LAYOUT SECOND FLOOR TIE-DOWN LAYOUT - SECOND FLOOR S-9 A B SD-1 C SD-1 D SD-1SD-1 E F SD-1 SD-1 NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SECTION - STEMWALL WITH BRICK SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - STEMWALL AT GARAGE SECTION - PAD FOOTING AT PORCH STEMWALL DETAIL - PA51 INSTALLATION (STEMWALL) * * ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD-2) * * CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING (1) #5 CONT. AND FILL TOP 16" 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING.10"1'-0"6" 1'-8" GRADE TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" CONCRETE SLAB 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO UPPER COURSE OF BLOCKS AND 6" INTO FOOTING.10"1'-0"6" 1'-8" GRADE FILL JOINT WITH ELASTOMERIC JOINT FILLER CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" CONCRETE SLAB 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO UPPER COURSE OF BLOCKS AND 6" INTO FOOTING.10"1'-0"6" 1'-8" GRADE FILL JOINT WITH ELASTOMERIC JOINT FILLER TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" CONCRETE SLAB GRADE(16) 16d COM NAILSIN THIS AREA OF STRAPPA51 STRAP NAILED TO GARAGE DOOR POST. BEND STRAP INTO FOOTING AS SHOWN. #4 WITH 6" HOOK INTO FOOTING AND BENT 12" MINIMUM INTO THICKENED EDGE. 6" MIN. BRICK VENEER WITH 1" AIR SPACE AND WALL TIES SECTION - STEMWALL 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING.10"1'-0"6" 1'-8" GRADE TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" CONCRETE SLAB NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SECTION - MONOLITHIC WITH BRICK SECTION - MONOLITHIC SECTION - MONOLITHIC AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE SECTION - PAD FOOTING AT THICKENED EDGE DETAIL - STHD14 INSTALLATION (MONOLITHIC) GRADE(30) 16d SINKERS INTHIS AREA OF STRAPSTHD14 STRAP NAILED TO GARAGE DOOR POST. EMBED STRAP INTO FOOTING AS SHOWN. CONCRETE SLAB GRADE TWO STORY - (2) #5 CONT. ONE STORY - (2) #5 CONT. 1'-4"45°GRADE CONCRETE SLAB REINFORCEMENT (AS NOTED)1'-6"(AS NOTED)1'-0"45°1'-0" CONCRETE SLAB 1'-0" GRADE TWO STORY - (2) #5 CONT. ONE STORY - (2) #5 CONT. 1'-4"45°HEIGHT OF CURB VARIES (8" MAX.)6" MIN.8" MIN., 24" MAX.12"MIN.8" MIN., 24" MAX.12"MIN.CONCRETE SLAB 1'-5" GRADE 8"8"CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING BRICK VENEER WITH 1" AIR SPACE AND WALL TIES 5" TWO STORY - (3) #5 CONT. ONE STORY - (3) #5 CONT. 1'-9" 45°8" MIN., 24" MAX.1'-0"MIN.CONCRETE SLAB 1'-5" GRADE 8"CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING BRICK VENEER WITH 1" AIR SPACE AND WALL TIES 5" TWO STORY - (3) #5 CONT. ONE STORY - (3) #5 CONT. 1'-9" HEIGHT OF CURB VARIES (8"MAX.) 45 ° 6" MIN.8" MIN., 24" MAX.1'-0"MIN.BRICK VENEER WITH 1" AIR SPACE AND WALL TIES SILL PLATE SILL PLATE SILL PLATE SILL PLATE SILL PLATE SILL PLATE SILL PLATE SILL PLATE 8"CONCRETE SLAB ADD 8" x 16" CMU TO INSIDE OF STEMWALL AT POST LOCATION WITH (1) #4 VERTICAL IN EACH10"1'-0"GRADE AS NOTED REINFORCEMENT (AS NOTED) (1) #5 CONT. NOTE: REINFORCEMENT IS NOT REQUIRED TO PASS THROUGH SLOTS IN STRAP. (1) #5 CONT. AND FILL TOP 16" (1) #5 CONT. AND FILL TOP 16" (1) #5 CONT. AND FILL TOP 16" SD-1 FOUNDATION DETAILS SHEET 1 of 2 © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.)N.T.S. (U.O.N.) K SECTION - THICKENED EDGE SD-2 SECTION - NON-BEARING STEPDOWNPSECTION - INTERIOR BEARING PAD FOOTING SD-2 Q SD-2 T SD-2 J SECTION - BEARING STEPDOWN SD-2 H SECTION - INTERIOR BEARING SD-2 VARIES1'-4" CONCRETE SLAB 1'-0"CURB HEIGHT VARIES TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8"1'-0"1'-4" CONCRETE SLAB TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8"1'-0"1'-0" CONCRETE SLAB (1) #5 CONT. GRADE (AS NOTED)ASNOTEDCONCRETE SLAB REINFORCEMENT (AS NOTED) BEARING POST (AS NOTED) CONCRETE SLAB (1) #4 CONT. CURB HEIGHT VARIES 8"45°45°45°45°45°45°45°SECTION - TYPICAL SAW-CUT CONTROL JOINT SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER MONOLITHIC FOOTING SHOWER AREA PLAN VIEW CONCRETE SLAB 1'-0" GRADE TWO STORY - (2) #5 CONT. ONE STORY - (2) #5 CONT. 1'-4" HEIGHT OF CURB VARIES (8" MAX.)45°6" MIN. (1) #4 CONT.8" MIN., 24" MAX.1'-0"MIN.G SD-2 M SECTION - PORCH STEMWALL WITH BRICK SD-2 SECTION - STEMWALL AT EXTERIOR WALL SHOWER 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING.10"1'-0"6" 1'-8" GRADE HEIGHT OF CURB VARIES 8" CMU STEMWALL SHOWER AREA FORM EDGE PLAN VIEW TWO STORY - (3) #5 CONT. ONE STORY - (2) #5 CONT. 1'-8" 6" MIN. CONCRETE SLAB DETAIL - EMBEDDED STRAP ALTERNATER SD-2 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 16" INTO PORCH SLAB AND 6" INTO FOOTING. (2) #5 CONT.10"1'-0"6" 1'-8" GRADE CONCRETE SLAB (1) #5 CONT.(13) 10d COM NAILSIN THIS AREA OF STRAPSNOTE: THIS DETAIL MAY BE SUBSTITUTED FOR EITHER THE PA51 STRAP (STEMWALL) OR THE STHD14 STRAP (MONOLITHIC). (2) MSTAM36-Z STRAPS NAIL EACH STRAP TO CRIPPLE STUD WITH (13) 10d COM NAILS FASTEN STRAP TO FOUNDATION WALL WITH (8) 14" x 2 14" CONCRETESCREWS INTO MASONRY OR (8) 14" x 1 34" CONCRETE SCREWS INTO CONCRETE. CONCRETE SCREWS SHALL BE POWERS "TAPPER" WITH PERMA-SEAL FINISH OR EQUAL. STRAP SHALL BE COVERED WITH SIDING OR STUCCO NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. L SECTION - PORCH STEMWALL SD-2 (1) #5 CONT. 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 16" INTO PORCH SLAB AND 6" INTO FOOTING. (2) #5 CONT.10"1'-0"6" 1'-8" GRADE 3" MAXIMUM OVERHANG (OPTIONAL) CONCRETE SLAB NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: SAW-CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH NOT TO BE DAMAGED DURING THE CUTTING PROCESS. (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) FILL CUT WITH ELASTOMERIC FILLER 1" DEEP x 18" WIDE SAW CUT AT DENOTED LOCATIONS. CONCRETE SLAB SILL PLATE SILL PLATE SILL PLATE SILL PLATE DETAIL - PAD FOOTING AT PAVERSU SD-2 1'-0"2'-0" TREATED POST ABU__ POST BASE WITH 58" GALV. ANCHOR EMBEDDED 12" (SET-XP ADHESIVE) PAVERS BY OTHERS 8" TALL, 12" SQUARE GROUTED CMU OR CAST-IN-PLACE CONCRETE PEDESTAL ON 24"X 24"X 12" PAD FOOTING WITH (2) #5 EACH WAY (1) #4 CONT. AND FILL TOP 16" SD-2 FOUNDATION DETAILS SHEET 2 of 2 © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.)N.T.S. (U.O.N.) SECTION - TYPICAL EXTERIOR ONE STORY WALL SD-3 A THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "C" THIS SHEET) SEE FOUNDATION DETAILS 716" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2 12" NAILS @ 6"O.C. ONEDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) (2) 2x__ SYP #2 DOUBLE PLATE (U.O.N.) CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) CORNICE DETAIL (BY OTHERS) ROOF COVERING (BY OTHERS) ROOF TRUSSES GYPSUM BOARD GYPSUM BOARD 2x__ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) SECTION - TYPICAL EXTERIOR TWO STORY WALLB SD-3 THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "C" THIS SHEET) SEE FOUNDATION DETAILS (2) 2x__ SYP #2 DOUBLE PLATE (U.O.N.) CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) CORNICE DETAIL (BY OTHERS) ROOF COVERING (BY OTHERS) ROOF TRUSSES GYPSUM BOARD GYPSUM BOARD THREADED COUPLING AS REQUIRED GYPSUM BOARD (2) 2x__ SYP #2 DOUBLE PLATE (U.O.N.) FLOOR JOIST (I-JOIST SHOWN, SAWN JOIST SIMILAR - SEE SECTION "C" ON SD-4 FOR OPEN WEB TRUSS) RIM BOARD 2x__ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM BOARD WITH 0.131"x 3 14" NAILS @ 6"O.C. 2332" RATED STURD-I-FLOOR (T&G) SHEATHING GLUED AND NAILED. FASTEN WITH 0.131" x 2 12" RING SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE FIELD. NAIL JOIST TO PLATE WITH (2) 0.131"x 3 14" TOENAILS TOENAIL RIM BOARD TO PLATE WITH 0.131"x 3 14" NAILS @ 8"O.C. GYPSUM BOARD 2x__ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x__ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) INSET WALL 12" FOR STUCCO APPLICATIONSINSET WALL 12" FOR STUCCO APPLICATIONS DETAIL - THREADED ROD ASSEMBLYC SD-3 SIMPSON 38"Ø x 6 34" TITEN HD ROD COUPLER OR 3 8" THREADED ROD SET IN ADHESIVE WITH MINIMUM 4" EMBEDMENT WITH NUT & 1" WASHER DOUBLE PLATE NUT WITH 2"x 2"x 316" WASHER ALTERNATE: SIMPSON LBPS 12 SLOTTED WASHER WITH 1" WASHER. 38"Ø THREADED ROD NUT WITH 1" CUT WASHER 716" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2 12" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) 716" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2 12" NAILS @ 6"O.C. ONEDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) 2x__ TREATED SYP #2 SILL PLATE WITH ANCHORS (SEE DETAIL "C" THIS SHEET) 2x__ No.2 SPF OR No. 2 SYP SUBFASCIA WITH (2) 0.131"x 3 14" ENDNAILS AT TRUSS (U.O.N.) 2x__ TREATED SYP #2 SILL PLATE WITH ANCHORS (SEE DETAIL "C" THIS SHEET) NOTE: SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) 2x__ No.2 SPF OR No. 2 SYP SUBFASCIA WITH (2) 0.131"x 3 14"ENDNAILS AT TRUSS (U.O.N.) DETAIL - ANCHOR BOLT SIMPSON 38"Ø x 6" TITEN HD OR 3 8" THREADED ROD SET IN ADHESIVE WITH MINIMUM 4" EMBEDMENT WITH NUT & 1" WASHER NOTE: SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE INSTALLED VERTICALLY. APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE INSTALLED VERTICALLY. ROOF SHEATHING AS NOTED ROOF SHEATHING AS NOTED SD-3 FRAMING DETAILS SHEET 1 of 3 © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: 18" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING LDR 54376 LISA DRIVE 24-0132 01-00-24 JJC HOME SOLUTIONS FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 NASSAU JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 01-00-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.)N.T.S. (U.O.N.) H SD-4 SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS G SD-4 SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS C SD-4 SECTION - TYPICAL OPEN WEB FLOOR TRUSS THIS SECTION ONLY APPLIES WHEN REFERENCED SECTION ONLY APPLIES WHEN REFERENCED NAIL EACH BLOCK TO DOUBLE PLATE WITH (3) 0.131"x 3 14" NAILS BOTTOM CHORD OF TRUSS INSTALL 2x4 BLOCKING BETWEEN TRUSS BOTTOM CHORDS @ 12"O.C. NAIL EACH END OF BLOCKING TO BOTTOM CHORDS WITH (3) 0.131"x 3 14" DOUBLE PLATE TRUSS (AS NOTED) DOUBLE PLATE MINIMUM 716" RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT (BLOCK ALL EDGES) 2x4 X-BRACE ACROSS LENGTH OF SHEARWALL (3) 0.131"x 3 14" NAILS TYPICAL AT EACH TRUSS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE PLATE WITH 0.131"x 3 14" NAILS @ 4"O.C. NAIL SCAB TO PLATE WITH (3) 0.131"x 3 14" TOENAILS NAIL SCAB TO TOP CHORD WITH (4) 0.131"x 3 14" NAILS MINIMUM 716" RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT (BLOCK ALL EDGES) TRUSS (AS NOTED) 2x4 SPF NAILER- NAIL TO TOP PLATE WITH 0.131"x 3 14" NAILS @ 6"O.C. NAIL PORCH SHEATHING AS NOTED EXTERIOR FRAMED WALL TRUSS BOTTOM CHORD 2x4 SPF BLOCKING- NAIL WITH (2) 0.131"x 3 14" NAILS AT EACH END (END NAIL OR TOENAIL) NAIL PORCH SHEATHING AS NOTED EXTERIOR FRAMED WALL UPLIFT CONNECTOR (AS NOTED) SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS SECTION - EXTERIOR WALL PARALLEL TO TRUSS D SD-4 E SD-4 SILL PLATE (BELOW) 2x__ CORNER FRAMING FULL HEIGHT STUDS (TYPICAL) (2) ROWS OF 0.131"x 3 14" NAILS @ 12"O.C. STAGGERED (TYPICAL) SILL PLATE (BELOW) 2x4 CORNER FRAMING FULL HEIGHT STUDS (2) ROWS OF 0.131"x 3 14" NAILS @ 12"O.C. MINIMUM OF (3) 2x4 BLOCKS 12" LONG NAILED WITH (4) 0.131"x 3 14" NAILS TO EACH ADJACENT STUD ALTERNATE: INSTALL SOLID STUD IN THIS SPACE 2x4 CORNER FRAMING FULL HEIGHT STUD 2x6 OR 2x8 FRAMED WALL 2x4 FRAMED WALL J SD-4 SECTION - TYPICAL FRAMING AT 90° CORNERS DOUBLE PLATE (U.O.N.) OPEN WEB TRUSS BAND BOARD 2x__ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND BOARD WITH 0.131"x 3 14" NAILS @ 6"O.C. TOENAIL TRUSS TO PLATE WITH (2) 0.131"x 3 14" NAILS.SHEATHING CONTINUOUS FROM BAND BOARD TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH EDGE NAILING REQUIREMENTS OF UPPER WALL K SD-4 SECTION - INTERIOR WALL CONDITIONS (BEARING AND/OR SHEARWALL) 2x TREATED SYP #2 SILL PLATE METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) THREADED ROD ASSEMBLY OR QUICK-TIE AT NOTED SPACING UPLIFT (ROOF) - RODS OR QUICK-TIE METAL CONNECTOR NOT REQUIRED DOUBLE PLATE METAL CONNECTOR OR BLOCKING REQUIRED (AS NOTED) DOUBLE PLATE ANCHOR BOLTS AT NOTED SPACING (48" O.C. MAXIMUM) FLOOR LOAD ONLY OR SHEARWALL SHEATHING (AS NOTED) 2x TREATED SYP #2 SILL PLATE 2x TREATED SYP #2 SILL PLATE 2x SPF #2 STUDS @ 16"O.C. CONCRETE 10d CUT NAIL @ 24"O.C. OR 14"x 3 14" TAPCON SCREW @ 32"O.C. DOUBLE PLATE UPLIFT (ROOF) - SCREWS 2x TREATED SYP #2 SILL PLATE 2x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"O.C. ROOF WITH UPLIFT RELEASED DOUBLE PLATE 2x SPF #2 STUDS @ 16"O.C. SIMPSON SDWC 15600 SCREW @ 32"O.C. - U.O.N. SIMPSON SDWC 15450 SCREW @ 32"O.C. - U.O.N. METAL CONNECTOR (AS NOTED) ANCHOR BOLTS AT NOTED SPACING (32" O.C. MAXIMUM) 2332" RATED SHEATHING- FASTEN TO FLATWISE BRACE WITH (4) 0.131"x 2 12" NAILS 2x4 FLATWISE BRACES @ 48" O.C. ATTACH TO TOP AND BOTTOM CHORDS WITH (2) 0.131 x 3" NAILS/TOENAILS EACH END 2x4 DIAGONAL BRACE @ 48" O.C. ATTACHED TO LATERAL BRACES WITH (4) 0.131" x 3" NAILS AT EACH END PARALLEL TO EXTERIORPERPENDICULAR TO EXTERIOR SD-4 FRAMING DETAILS SHEET 2 of 3 © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.)N.T.S. (U.O.N.) L SD-5 N SD-5 INSTALL DSP CLIP OR SDWC 15600 SCREW @ 32"O.C. MAXIMUM SPACING (U.O.N.) STRAP CRIPPLE TO HEADER WITH LSTA18 STRAP @ 32"O.C. ANCHOR AS REQUIRED FLUSH HEADER CONDITION DROPPED HEADER CONDITION 12" MAX. THREADED ROD ASSEMBLY NOTE: THREADED ROD ASSEMBLY NOT REQUIRED AT GARAGE DOOR OPENINGS (U.O.N.) INSTALL MSTA24 STRAP LOOPED OVER DOUBLE PLATE. NAIL TO CRIPPLE ON EACH SIDE WITH (6) 0.131" x 1 12" NAILS @ 32"O.C. DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS ANCHOR AS REQUIRED DETAIL - TYPICAL WALL FRAMING CONDITIONS STUD TO PLATE NAILING STUD SIZE END NAIL TOENAIL 2x4 (2)(3) 2x6 (3)(4) 2x8 (4)(5) 2x10 (5)(6) * ALL NAILS NOTED ARE 0.131"x 3 14" * THREADED ROD ASSEMBLY AT NOTED SPACING 2x__ TREATED SYP SILL PLATE (2) 2x__ SYP #2 DOUBLE PLATE (U.O.N.) NAIL PLATES WITH 0.131"x 3" NAILS @ 8"O.C. STAGGERED 2x__ SPF #2 STUDS @ 16"O.C. (U.O.N.) (SEE WALL LAYOUT) DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61" (U.O.N.) 8" MAX. THREADED ROD ASSEMBLY CENTERED ON SPLICE IN PLATE OR THREADED ROD ASSEMBLY WITHIN 12" ON EACH SIDE OF JOINT. JOINT IN UPPER PLATEJOINT IN LOWER PLATE (TYPICAL DOUBLE PLATE SPLICE) 48" MINIMUM SPLICE LENGTH MINIMUM NAILING OF (16) 0.131"x 3" NAILS IN THIS ZONE. JOINT IN SILL PLATE THREADED ROD ASSEMBLY WITHIN 6" OF SPLICE IN LOWER PLATE ALTERNATE: IF ROD IS GREATER THAN 6" FROM SPLICE - ADD SSP AT SPLICE. 6" MAX. NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH 0.131"x 3 14" NAILS @ 6"O.C. STAGGERED(TYPICAL) THREADED ROD ASSEMBLY (BEYOND) TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE) END NAILING ACCEPTABLE TYPICAL STUD TO DOUBLE PLATE CONNECTION TYPICAL STUD TO SILL PLATE CONNECTION BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) NAIL EACH PLY WITH 0.131"x 3 14" NAILS @ 6"O.C. STAGGERED BUILT-UP CORNER POST JACK STUD AND KING STUD REQUIREMENTS (SEE WALL LAYOUT) 6" MAX. NAIL EACH PLATE TO JACK STUD WITH (3) 0.131"x 3 14" NAILS - TOENAIL OR ENDNAIL (TYPICAL) 2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL EACH END TO ADJACENT STUD WITH (3) 0.131"x 3 14"NAILS TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT MSTA36 STRAP CENTERED ON CHANGE IN PLATE HEIGHT THREADED ROD ASSEMBLY NOTE: THREADED ROD ASSEMBLY NOT REQUIRED AT GARAGE DOOR OPENINGS (U.O.N.) THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 4" MIN.; 12" MAX. ANCHOR AS REQUIRED (SEE DETAIL "C" ON SHEET SD-3) ANCHOR COUPLED TO THREADED ROD (SEE DETAIL "C" ON SHEET SD-3) HEADER TO KING NAILING 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 9 12" OR 9 1 4" LVL (5) NAILS PER PLY 11 78" OR 11 1 4" LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL (8) NAILS PER PLY NOTE: MAY SUBSTITUTE (1) 14" x 3" SDS SCREW PER (2.5) NAILS. (TOP OR BOTTOM INSTALLATION) 12" MAX. ALTERNATE: SDWC 15600 SCREWS TOP AND BOTTOM OF CRIPPLE STUDS @ 32"O.C. IN LIEU OF STRAPPING. ** * BUILT-UP HEADER WITH 0.131"x 3 14"NAILS @ 12"O.C. TOP AND BOTTOM (U.O.N.) ALT: SINGLE PLY HEADER DETAIL - GARAGE DOOR FRAMING EXTERIOR FINISH OVER WALL SHEATHING JACK / KING STUDS AS NOTED GARAGE DOOR PER ARCHITECTURAL GYPSUM BOARD 2x6 REINFORCEMENT "GOAL POST" FASTEN w/ 0.131" x 3 14" @ 8" O.C. (STAGGERED) or 14" x 3 12" SDS SCREWS @ 24" O.C. BRACKET ATTACHED PER MANUFACTURER GARAGE DOOR JAMB M SD-5 SD-5 FRAMING DETAILS SHEET 3 of 3 © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.)N.T.S. (U.O.N.) C SD-6 DETAIL - TYPICAL LATERAL TRUSS BRACINGDETAIL - TYPICAL VERTICAL BRACING AT GABLE ENDA SD-6 SECTION - TYPICAL T-BRACEB SD-6 ROOF SHEATHING ROOF TRUSS (BY OTHERS) WITH BRACE (IF REQUIRED) TO REPLACE (1) ROW OF LATERAL BRACING INSTALL 2x4 No.2 SYP T-BRACE NAILED TO EACH PLY OF TRUSS WEB AT 6"O.C. WITH 0.131" x 3" NAILS TO REPLACE (2) ROWS OF LATERALBRACING INSTALL 2x6 No.2 SYP T- BRACE NAILED TO EACH PLY OF TRUSS WEB WITH 0.131" x 3" NAILS @ 6"O.C.6" MAX.6" MAX.NOTE: T-BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. 2x4 BLOCKING - TOENAIL OR ENDNAIL EACH END TO ADJACENT TRUSS WITH (3) NAILS NOTES: 1)CONTINUOUS LATERAL BRACES SHALL BE 2x4 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.)50° MAX.(3) TRUSSES MINIMUM FOR CONTINUOUS LATERAL BRACE NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE WEBS WITH (2) NAILS 2x4 SPF No.2 DIAGONAL BRACE (TYPICAL AT EACH END OF CONTINUOUS LATERAL BRACING) 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) LAST TRUSS IN ROW REQUIRING BRACING RATED ROOF SHEATHING DETAIL - BALLOON FRAMED GABLE END (HIGH CEILING VAULT)E SD-6 DETAIL - BALLOON FRAMED GABLE END (LOW CEILING VAULT)D SD-6 INTERIOR CEILING PITCH EXCEEDS 12 OF EXTERIOR ROOF PITCH INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN 12 OF EXTERIOR ROOF PITCH BALLOON FRAMED STUDS (AS NOTED) 2x4 SYP BLOCKING BETWEEN LOOKOUTS ROOF SHEATHING (AS NOTED) 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG H2.5A AT EACH LOOKOUT DOUBLE PLATE EXTERIOR SHEATHING SHALL BE NAILED TO UPPER PLY OF DOUBLE PLATE WITH 0.131"x 2 12" NAILS @ 6"O.C. (U.O.N. ON WALL LAYOUT) INTERIOR VAULT VERTICAL WEB IN GABLE END TRUSS 2x__ L-BRACE NAILED TO VERTICAL WEB WITH 0.131"x 3" NAILS @ 6"O.C. 16" OR 24" O.C. SPACING (SEE TABLE) END VERTICAL BRACING REQUIREMENTS BRITTLE FINISH FLEXIBLE FINISH BRACING 16"O.C. 16"O.C. NONE REQUIRED 0" TO 53" 0" TO 67" 2x4 L-BRACE 54" TO 114" 68" TO 145" 2x6 L-BRACE 115" TO 182" 146" TO 232"END VERTICAL HEIGHT (TYPICAL)RATED ROOF SHEATHING 2x__ LOOKOUTS AT 48"O.C. 24"O.C. 24"O.C. 0" TO 47" 0" TO 59" 48" TO 99" 60" TO 126" 100" TO 158" 127" TO 201" NOTE: BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL, BRICK VENEER, ETC. BALLOON FRAMED STUDS (AS NOTED) 2x4 SYP BLOCKING BETWEEN LOOKOUTS ROOF SHEATHING (AS NOTED) 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG H2.5A AT EACH LOOKOUT SINGLE PLATE NAIL TO TRUSS BOTTOM CHORDWITH 0.131" x 3 14" NAILS @ 6"O.C. SEE DETAIL "G" ON SD-6 WHERE THREADED RODS ARE SPECIFIED. 2x__ BARGE RAFTER FASCIA (BY OTHERS) GABLE END TRUSS (DROP GABLE) 2x4 LOOKOUTS @ 48"O.C. (3) 0.131"x 3 14" TOENAILS AT EACH LOOKOUT TO TOP CHORD OF TRUSS. 2x6 BRACE SPACED @ 48"O.C. UNLESS OTHERWISE NOTED ON ROOF LAYOUT. GYPSUM BOARD CEILING ROOF SHEATHING (AS NOTED) NOTE: ALL MEMBERS SHALL BE #2 SYP. 2x4 BLOCKING REQUIRED BETWEEN LOOKOUTS NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3 14" NAILS 2x6 BLOCKING BETWEEN TRUSSES WITH (3) 0.131"x 3 14" NAILS EACH END ADD 2x4 T-BRACE NAILED @ 6"O.C. WITH 0.131"x 2 12" NAILS IF BRACE LENGTH EXCEEDS 9'-0". TOENAIL BOTTOM CHORD OF TRUSS TO DOUBLE PLATE WITH 0.131"x 3 14" NAILS @ 8"O.C. GBC CLIP- (2) REQUIRED AT EACH BRACE 2x4 DRYWALL BACKING INSTALLED CONTINUOUSLY BETWEEN BRACES45° MAX.SECTION - GABLE END DIAGONAL BRACINGF SD-6 THREADED ROD NOT SHOWN FOR CLARITY SECTION - PLATFORM FRAMED GABLE ENDG SD-6 NUT & 3"x 3"x 14" WASHER BOTTOM CHORD OF GABLE END TRUSS THREADED ROD ASSEMBLY 12" LONG SCAB ( MATCH BOTTOM CHORD) WITH 12" SPACERS VERTICAL WEB OF GABLE END TRUSS TOP CHORD OF GABLE END TRUSS ROOF SHEATHING (AS NOTED) 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG H3 OR EQUAL AT EACH LOOKOUT 2x__STUDS (2) 2x__ DOUBLE PLATE A A BOTTOM CHORD OF GABLE END TRUSS 12" LONG 2x__ SCAB ( MATCH BOTTOM CHORD) WITH 12" SPACERS - NAIL w/ (3) 0.131"x 3" NAILS THREADED ROD ASSEMBLY NUT & 3"x 3"x 14" WASHER (SEE THREADED ROD ASSEMBLY DETAILS.) SECTION A-A EXTERIOR SHEATHING SHALL BE NAILED TO BOTTOM CHORD OF TRUSS WITH 0.131"x 2 1/2" NAILS @ 6"O.C. (U.O.N. ON WALL LAYOUT) LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. H3 CLIP OR SDWC 15450 OR EQUAL AT EACH LOOKOUT SD-6 TRUSS BRACING AND GABLE DETAILS © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.)N.T.S. (U.O.N.) DETAIL - TYPICAL DTT2-Z INSTALLATIONB SD-7 C SD-7 D SD-7 DETAIL - TYPICAL HTT5 INSTALLATION DETAIL - TYPICAL HDU8 INSTALLATION MONOLITHIC FOUNDATION - EXTERIOR 12" x 12" TITEN HD SCREW ANCHOR or 58" THREADED ROD SET 7" INTO ADHESIVE STEMWALL FOUNDATION - EXTERIOR 58" THREADED ROD SET 12" INTO ADHESIVE INTERIOR APPLICATIONS- IF EDGE DISTANCE EXCEEDS 5" USE 12" x 12" TITEN HD SCREW ANCHOR or 58" x 8" TITEN HD SCREW ANCHOR or 58" THREADED ROD SET 6" INTO ADHESIVE MONOLITHIC FOUNDATION - EXTERIOR 78" THREADED ROD SET 12" INTO ADHESIVE STEMWALL FOUNDATION - EXTERIOR 78" THREADED ROD SET 12" INTO ADHESIVE INTERIOR APPLICATIONS- IF EDGE DISTANCE EXCEEDS 5" USE 78" THREADED ROD SET 8" INTO ADHESIVE DETAIL - EXTERIOR BEAM TO WALL CONNECTIONE SD-7 DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POSTF SD-7 NOTCH BEAM AS REQUIRED TO FIT BENEATH DOUBLE PLATE EXTERIOR BEAM (AS NOTED) DOUBLE PLATE BEAM BEARS ON (2) 2x__ JACKS (TYPICAL - U.O.N.) BEAM INSTALLED BENEATH DOUBLE PLATE EXTERIOR BEAM (AS NOTED) DOUBLE PLATE BEAM BEARS ON (2) 2x__ JACKS (TYPICAL - U.O.N.) INSTALL DSP CLIPS @ 24" O.C. OR SPH__ @ 32"O.C. CONDITION: 1 CONDITION: 2 (NOTCHED BEAM) (DROPPED BEAM) NAIL SHEATHING TO DOUBLE PLATE WITH (2) ROWS OF 0.131"x 2 12" NAILS @ 6"O.C. NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. (ALTERNATE TO DSP CLIPS) EXTERIOR BEAM (AS NOTED) H6 CLIP FROM POST TO BEAM LAP BEAM PLIES AND NAIL AS SHOWN - (5) 0.131"x 3 14" NAILS PER PLY PT POST (AS NOTED) H6 CLIP FROM POST TO BEAM EXTERIOR BEAM (AS NOTED)ABU POST BASE (AS NOTED) 58" THREADED ROD WITH NUT SET IN ADHESIVE (7" EMBEDMENT) PT POST (AS NOTED) PLAN VIEW AT TOP OF POST SIDE VIEW AT BASE OF POST MONOLITHIC FOUNDATION - EXTERIOR 38" x 6" TITEN HD SCREW ANCHOR or 38" x 6" SCREW ANCHOR BY HURRI-BOLT, INC. or 38" THREADED ROD SET 4 12" INTO ADHESIVE STEMWALL FOUNDATION - EXTERIOR 12" THREADED ROD SET 7" INTO ADHESIVE INTERIOR APPLICATIONS- IF EDGE DISTANCE EXCEEDS 5" USE MONOLITHIC CONDITION DETAIL - UPPER LEVEL STUD OVER BEAM THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED UPPER LEVEL STUD CS16 STRAP (CUT TO LENGTH) FROM UPPER STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). NAIL INTO UPPER STUD WITH (11) 10d AND NAIL INTO HEADER WITH (11) 10d NAILS. BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE FLOOR SYSTEM (AS NOTED) DOUBLE PLATE LOWER LEVEL HEADER (AS NOTED) NAILING NOT REQUIRED BETWEEN UPPER SILL PLATE AND LOWER DOUBLE PLATE. BEGIN NAILING 1" MINIMUM BELOW DOUBLE PLATE INSTALL SSP or SPH__ CLIPS AT 32"O.C. AT DOUBLE PLATE ALTERNATE: MSTA24 STRAP LOOPED OVER DOUBLE PLATE NAILED WITH (6) 10d x 1 12" NAILS INTO EACH SIDE OF STUDUPPER LEVEL STUD BEAM (AS NOTED) CS16 STRAP (CUT TO LENGTH) FROM UPPER STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). NAIL INTO UPPER STUD WITH (11) 10d AND NAIL INTO BEAM WITH (11) 10d NAILS. BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE BEGIN NAILING 1" MINIMUM BELOW TOP OF BEAM NOTE: ATTACH DOUBLE PLATE TO STUD PER DETAIL "G" ON SD-7 A SD-7 DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOWG SD-7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED (USP DTB-TZ SIMILAR) (USP PHD5 SIMILAR) (USP PHD6 SIMILAR) ALTERNATE ANCHOR: 12" x 6" TITEN HD (MECHANICALLY GALVANIZED) WITH 2" x 18" WASHER SD-7 METAL CONNECTOR DETAILS © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.)N.T.S. (U.O.N.) DOUBLE PLATE FASTEN PLATE TO HEADER w/ (2) ROWS OF 0.131" x 3 14" @ 3" O.C. MINIMUM (3) STUDS 58" EPOXIED ANCHOR BOLT w/ 7" MIN. EMBEDMENT w/ MINIMUM 2" x 2" x 316" PLATE WASHER MINIMUM 3" x 11 14" HEADER (SEE LAYOUT) RAISED TO BOTTOM OF DOUBLE PLATE (MAXIMUM 10' HEIGHT). MINIMUM (3) 2x4 FLATWISE REQUIRED AT TOP OF OPENING WITH RAISED HEADER MSTA30 STRAP ON EXTERIOR FACE OF WALL MINIMUM (2) STUDS EMBEDDED STRAP PER DETAIL "F" ON SHEET SD-1 (OR HTT5 IF NOTED) MIN. 716" 24/16 SPAN RATED SHEATHING APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS, EXCEPT THAT 716" STRUCTURAL 1 RATED OR 1532" RATED SHEATHING MAY BE INSTALLED VERTICALLY CONCRETE FOOTING PER FOUNDATION PLAN NOTE: SHEATHING ONLY SHOWN FOR PORTAL FRAME SECTION REMAINING SHEATHING NOT SHOWN FOR CLARITY FASTEN SHEATHING TO HEADER IN 3" GRID PATTERN AND FASTEN SHEATHING TO ALL FRAMING @ 3" O.C. USE 0.131" x 2 12" NAILS AT ALL LOCATIONS (U.O.N.)10'-0" MAXIMUM HEADER HEIGHTEMBEDDED STRAP PER DETAIL "F" ON SHEET SD-1 (OR HTT5 IF NOTED) TYPICAL BLOCKING AT PANEL EDGES WITH 0.131" x 3" NAILS @ 3" O.C. IN EACH PANEL EDGE ONLY REQUIRED IF PANEL BREAK OCCURS. LOCATE WITHIN MIDDLE 24" OF PORTAL HEIGHT. MSTA30 STRAP ON EXTERIOR FACE OF WALL SPLICE PERMITTED WITHINMIDDLE 24" OF WALLNO PANEL SPLICESPERMITTEDWITHIN UPPER48" OF WALLNO PANEL SPLICESPERMITTEDWITHIN LOWER48" OF WALLBSD-8FASTEN PLATE TO HEADER w/ (2) ROWS OF 0.131" x 3 14" @ 3" O.C. ADD 12" PLYWOOD AND ADDITIONAL 2x12 SYP No.2 PLY AS NEEDED TO FLUSH HEADER WITH INTERIOR SIDE OF WALL. ATTACH PILES TOGETHER WITH (2) ROWS OF 14" x 5" SDS SCREWS @ 12" O.C. SHEATH INTERIOR AND EXTERIOR SIDE OF HEADER AND WALL WITH 716" (2416 SPAN RATED) SHEATHING. FASTEN TO HEADER AND ALL STUD FRAMING WITH 0.131" x 2 12" NAILS @ 3"O.C. (NO PANEL SPLICES PERMITTED IN UPPER 48" OF SHEATHING) INTERIOR SIDE EXTERIOR SIDE PORTAL FRAME DETAIL SD-8 A SD-8 DETAIL - PORTAL FRAME REPAIR B SD-8 SECTION - PORTAL FRAMEAT 8' OHD OPENING © 2024 Hulsberg Engineering, Inc. - Hulsberg Engineering, Inc. hereby reserves its common law copyrights and other copyrights in these drawings, ideas, and designs. These ideas, designs, and drawings are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without first obtaining express written permission from Hulsberg Engineering, Inc.SHEET: TITLE: CHECKED BY: DRAWN BY: REVISIONS: RELEASE DATE: SCALE: JOB NUMBER:COUNTY: PROJECT: CLIENT: DO NOT SCALE THIS DRAWING LDR/DJM 1850 OCEAN GROVE DRIVE 23-3607 02-12-24 PILLAR CONSTRUCTION FLORIDA REGISTRY # 25846 12058 SAN JOSE BLVD, #1001 JACKSONVILLE, FL 32223 904-886-2401 DUVAL JESSE J. JANNETTE, PE STATE OF FLORIDA, PROFESSIONAL ENGINEER, LICENSE No. 78623. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JESSE J. JANNETTE, PE ON 02-12-24 USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STATE OF No. 78623 L IC ENSE FLOR I D APRO F ES IONALS E N G IN EERJE S S E J JANNET T E . JJJ 14" = 1'-0" (U.O.N.) (ALT: INTERIOR SHEATHING ONLY REQUIRED AT RETURN WALLS OF 8' OHD OPENING)