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2325 BeachcomberTrai. PPI22-0001 StructuralEngineerngNTS (U.O.N.)C-1CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:COVER SHEETTHE TRUSS SHOP DRAWINGS HAVE BEENREVIEWED FOR CONFORMANCE WITHTHE DESIGN CONCEPT OF THIS PROJECT.THIS DOES NOT RELIEVE THE CONTRACTOROF RESPONSIBILITY FOR ANY DEVIATIONFROM THE REQUIREMENTS OF THE SHOPDRAWINGS. CONTRACTOR SHALL DETERMINEAND VERIFY ALL FIELD MEASUREMENTS.THESE DRAWINGS HAVE BEEN DIGITALLY SIGNEDIN ACCORDANCE WITH FLORIDA STATUTESTRUSS SHOP DRAWING APPROVALTRUSS MANUFACTURER :TRUSS PROJECT / JOB ID :DIGITAL SIGNATURE DATE (ROOF) :DIGITAL SIGNATURE DATE (FLOOR) :ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846W.B. HOWLAND COMPANY, INC.21-5884 01-13-22 12-29-21PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS:PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAILDigitally signed by Jesse Jannette Date: 2022.01.14 13:28:12 -05'00'By Toni Gindlesperger at 4:14 pm, Apr 13, 2022By Mike Jones at 12:53 pm, Apr 20, 2022 DESIGN SPECIFICATIONS:Project has been designed in accordance with the 7th Edition (2020) Florida BuildingCode, Residential, and the Florida Building Code, Existing Building (as applicable).DESIGN CRITERIA:Wind Design MethodASCE 7-16Basic Wind Speed:130 mphBuilding Risk Category:IIWind Exposure:C (Enclosed Structure)Building Classification:ResidentialBuilding Type:Type V-B ConstructionWind-Borne Debris:NOT located in the wind-borne debris regionUnless otherwise noted, project site considerations shall be the responsibility of theowner and/or contractor. Examples of such items include, but shall not be limited to,determination of grade elevations, drainage features, and special requirementsassociated 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 orwood subflooring over wood truss, wood I-joist, or solid sawn lumber framing. The floorcovering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall benotified if the floor coverings differ from the noted assumptionsRoofs:Metal or Shingle:10 psf (Rafters) 7 psf (Wood Truss)Concrete or Clay Tile:15 psfRefer to Architectural Plans for Roof Covering SystemDESIGN LIVE LOADS:Floors:Exterior Balconies:40 psfExterior Decks:40 psfStairs:40 psf (or 300 lb point load)Garages:50 psf (or 2000 lb point load)All Other Areas:40 psfAttics:Without Storage:10 psfWith Limited Storage:20 psfWith Storage:30 psf (fixed stair access)Roofs:Less than 4:12 slope:20 psf4:12 slope or greater:16 psfDEFLECTION CRITERIA:Walls:Wind loads with plaster or stucco finish:L/360Wind loads with other brittle finishes:L/240Wind 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 manufacturerRoofs:Live Load:L/240Total Load:L/180GENERAL 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 inconformance with all requirements of the authorities having jurisdiction over this typeof construction and occupancy.The contractor is responsible for the means and methods of construction. It is thecontractor's sole responsibility to determine the procedure, sequence, and temporarybracing as to insure the safety of the building and its component parts duringconstruction.The contractor shall verify all conditions and dimensions at the job site prior tocommencing 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 berequired to attach and accommodate other work.All details and sections shown on the structural drawings are intended to be typicaland shall be construed to apply to any similar situation elsewhere in the work exceptwhere indicated otherwise.Refer to the structural drawings for all structural details and sections. The contractorshall contact the Engineer for clarification in cases of conflict between the structuraldrawings 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 of2000 psf. The Engineer shall be notified if soil conditions encountered differ from thenoted assumptions. All requirements for site preparation and soil compactionspecified in the soils report shall be followed unless more stringent requirements arespecified in these plans.All concrete work shall be in accordance with "Building Code Requirements forStructural Concrete," ACI 318-14, 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=3000psiCement 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, organicmaterial or other substances that are deleterious to concrete or steel reinforcement.Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on thestructural drawings. All reinforcing details shall conform to "Details and Detailing ofConcrete Reinforcement," ACI 315, unless detailed otherwise on the structuraldrawings.Tolerances for foundation and slab alignment as well as placement of reinforcementshall be in accordance with "Standard Tolerances for Concrete Construction andMaterials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate.18" = 1'-0" (U.O.N.)S-1CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:GENERAL NOTESSHEET 1 of 2ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 258468.9.10.11.12.13.14.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 overminimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with6x6 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 12" to 2 14"complying with ASTM C 1116. The dosage amount shall be 0.75 to 3.0 pounds percubic yard in accordance with manufacturer's recommendations.Slabs on grade shall bear on structural fill which shall be clean sand free of debris andother deleterious material. Structural fill shall be compacted to a density of at least95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protectionshall be provided in accordance with applicable code requirements. If soil treatmentis used, the treatment shall be done after all excavation, backfilling, and compactionis completed.Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall becompacted 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 weatherAll continuous reinforcing steel in concrete shall be lap-spliced with the followingminimum 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 supportreinforcing steel. Support items which bear on exposed concrete surfaces shall haveends which are plastic tipped or stainless steel.All masonry work shall be in accordance with "Building Code Requirements forMasonry Structures," TMS 402-2016, and Specifications for Masonry Structures,"TMS 602-2016.Grout shall conform to ASTM C476 with minimum 28 day compressive strength of3000 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 usedin brick veneer.The contractor shall be responsible for the design and installation of all flashing.Concrete masonry units (CMU) shall be ASTM C90-14, Hollow Load-Bearing ConcreteMasonry 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 followingminimum lengths: #4 bars:20" minimum #5 bars:25" minimum #6 bars:30" minimumGrout all cells containing vertical reinforcement in 5'-4" maximum lifts.Provide cleanouts per TMS 602-2016 in the bottom course of masonry when the wallheight exceeds 5'-4".Beam reinforcement shall be continuous across control joints.Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on thestructural drawings.PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: TYPICAL EDGE STRIP (5) a = 6'TYPICAL INTERIOR ZONE (4)WINDOW, DOOR AND SOFFIT PRESSURES:1.All window, door and soffit assemblies shall be designed to withstand the designpressures indicated below and shall be installed in accordance with the manufacturer'srequirements.18" = 1'-0" (U.O.N.)S-2CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:GENERAL NOTESSHEET 2 of 2ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846Clay 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, andHollow 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 wallopenings 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 shallhave 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 forsupporting brick veneer over openings. This angle will not be required for archedwindows where brick is self-supporting. If the length of the opening exceeds 6'-0" thenthe 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 soilshall be treated with an appropriate preservative suitable for the exposure conditions.If ACQ treatment is used on any wood member, then all nailing shall requirehot-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 forMetal 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 aregistered Engineer's seal for approval. Design notes shall include the rated loadcapacity of the truss to truss connectors, and the manufacturer's license to fabricatetrusses utilizing the connector system proposed. The contractor shall approvefabrication and installation drawings showing size, shape and layout.Jobsite handling and erection, including temporary bracing, during installation oftrusses shall comply with TPI / WTCA BCSI 1.All prefabricated wood trusses subjected to uplift conditions shall be securely fastenedto their supporting walls or beams with metal connectors as noted in the TrussConnection Schedule.All gable ends shall be balloon framed or braced in accordance with the applicabledetail as shown in the structural drawings.Guardrails, handrails, and guard in-fill components (Balusters and Panel Fillers) shallbe provided by others.Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum materialspecifications: LVL or ParallamLSL E=2,000,000 psiE=1,550,000 psi Fb=2,600 psiFb=2,325 psi Fc =750 psiFc =900 psi Fv=285 psiFv=310 psiFasten 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 andErection of Structural Steel for Buildings (latest editions).a. Welded Connections: AWS D1.1b. 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) orASTM 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 holesshall 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. Priorto 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 steelsurfaces 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 ASTMF1554, Grade 36.All metal connectors and hardware which are exposed to the exterior or in contactwith ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized perASTM A153, Class C, or ASTM B695, Class 50.Anchor adhesives shall be either SET-3G by Simpson Strong-Tie or HIT-HY 200 byHilti with Florida Product Approval and installed according to the manufacturer'sinstructions. Holes shall be cleaned of all debris and brushed out prior to installationof anchor adhesive.The contractor shall be responsible for the design and installation of the roof coveringsystem.Asphalt shingles shall comply with ASTM D3161 and be installed according to themanufacturer's requirements.Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile InstallationManual," and the manufacturer's requirements.Standing seam metal roofs shall comply with ASTM E1514 and be installed accordingto the manufacturer's requirements.The contractor shall be responsible for the design and installation of all metal flashingand valley material.PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: CONTRACTOR SHALL VERIFY ALL DIMENSIONSUSING FINAL APPROVED FLOOR PLAN PRIORTO CONSTRUCTION4" CONCRETE SLAB WITH6x6 W1.4x1.4 WWF ORFIBERMESH OVER 6 MILVAPOR BARRIER COVERINGCLEAN AND COMPACTED FILL15'-6"58'-6"12'-4"10'-8"16'-0"2'-0"2'-0" 17'-2" 59'-0" 2'-6" 1'-4" 7'-10"6'-3"17'-2"63'-4"10'-11"13'-2"11'-4"63'-4"1'-4"12'-6"8'-3"1'-0"2'-0"8'-2"3'-0"6'-10"8'-11"6"9'-1"℄DOOR RECESS10'-8"10'-5"7'-0"℄DOOR RECESS6'-0" 6'-0"16'-8"15'-4"6'-10"5'-9"1'-0"8'-4"5'-10"15'-7"8'-3"6'-61 2"4'-0"3'-91 2"19'-3"15'-10"7'-8"20'-4"2'-0"NOTE:SPECIAL REQUIREMENTSMAY BE APPLICABLE FORSLIDING DOOR. VERIFY PRIORTO CONSTRUCTIONNOTE:SPECIAL REQUIREMENTSMAY BE APPLICABLE FORSLIDING DOOR. VERIFY PRIORTO CONSTRUCTION24"x 24"x 12"PAD FOOTINGWITH (2) #5 EACHWAY SEE DETAIL"E" ON SD-1MONOLITHIC= DENOTES TWO STORY FOOTING CONDITIONCJ = SUGGESTED CONTROL JOINTSLOCATIONS (SEE DETAIL "T" ON SD-2)SPECIAL EMBEDDED STRAPSREQUIRED AT "NARROW WALL"SEE DETAIL "A" ON SHEET SD-9NOTE:CONTINUOUS FOOTINGACROSS GARAGEDOOR OPENINGEMBEDDED STRAPAT GARAGE DOOROPENING SEEDETAIL "F" ON SD-1CJ25'-0"CJ CJ 24"x 24"x 12"PAD FOOTINGWITH (2) #5 EACHWAY SEE DETAIL"E" ON SD-1CJ CJ30"x 30"x 12" PAD FOOTINGWITH (2) #5 EACH WAYSEE DETAIL "P" ON SD-23'-0"30"x 30"x 12" PAD FOOTINGWITH (2) #5 EACH WAYSEE DETAIL "P" ON SD-230"x 30"x 12" PAD FOOTINGWITH (2) #5 EACH WAYSEE DETAIL "P" ON SD-21'-6" BSD-1 B SD-1 K SD-2BSD-1BSD-1BSD-1K SD-2 B SD-1 BSD-1DSD-1 HSD-2 JSD-2BSD-1ORJ SD-2 B SD-1 OR 2'-1"JSD-2JSD-2BSD-1(SIMILAR)5'-8"5'-8"11'-11"12'-0" H SD-2 H SD-2 FOUNDATION PLAN18" = 1'-0" (U.O.N.)S-3CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22FOUNDATION PLANENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: FT4FT2BM-1 (RAISED)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 TO 10'-1 18" - 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 10'-1 18" - U.O.N.3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS.NOTE:INSTALL SOLID BLOCKING BETWEENFLOORS AT ALL SECOND FLOORBUILT-UP POSTSNOTE:THIS OPEN PORCH CEILING REQUIRES AMINIMUM 38" SHEATHING. FASTEN WITH 6dCOM OR BOX NAILS AT 6"O.C. ON EDGESAND 12"O.C. IN THE FIELD.NOTE:EACH EXTERIOR POST SHALL BE TREATED6x6 POST ON ABU66-Z POST BASE. STRAPPOST TO EACH BEAM ABOVE WITH (1) H6-Z CLIPOR (1) MSTA24-Z.TYPICAL ALL POSTS - (U.O.N.)SEE DETAIL "F" ON SHEET SD-7ESD-7ESD-71 J2 K(2) 2x6 HEADER1 J2 K(2) 2x8 HEADER1 J2 K(2) 2x10 HEADER1 J2 K1 J3 K(3) 2x12 HEADER1 J2 K(2) 2x6 HEADER1 J2 K(2) 2x6 HEADER(2) 2x12 HEADERCONTINUOUSTO CORNERS2 J2 K(2) 2x12 HEADER(3) 1 34" x 16" LVL CONTINUOUS TO CORNER 2 J 2 K(2) 2x12 HEADER ESD-7ESD-7NOTE:THIS OPEN PORCH CEILING REQUIRES AMINIMUM 38" SHEATHING. FASTEN WITH 6dCOM OR BOX NAILS AT 6"O.C. ON EDGESAND 12"O.C. IN THE FIELD.NOTE:EACH EXTERIOR POST SHALL BE TREATED6x6 POST ON ABU66-Z POST BASE. STRAPPOST TO EACH BEAM ABOVE WITH (1) H6-Z CLIPOR (1) MSTA24-Z.TYPICAL ALL POSTS - (U.O.N.)SEE DETAIL "F" ON SHEET SD-7NOTE:ALL WOOD FRAMED LOAD BEARING HEADERSSHALL BE MINIMUM (2) 2x6 No.2 OR BETTERSYP. INSTALL MINIMUM (1) JACK AND(1) KING STUD AT EACH HEADER (U.O.N.)WOOD FRAMED HEADER LEGEND:SIZEOF JACKSOF HEADERQUANTITYOF KING STUDSQUANTITY__J__K(2) 2x__ HEADERSHEARWALL LEGEND:=NON-BEARING WALL= BEARING WALL=SHEARWALLS FASTENED WITH8d COM (0.131"x 2 12") NAILS @6"O.C. ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.=SHEARWALLS FASTENED WITH8d COM (0.131"x 2 12") NAILS @3"O.C. ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.=SHEATH BOTH SIDES OF WALLAT INDICATED SHEARWALLSBSSW-3SW-6NOTE: ALL EXTERIOR WALLS SHALL BE "SW-6" U.O.N.2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD-13. EACH GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 23.5 psf ±1. INSTALL ( 1 ) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW.GARAGE DOOR NOTES(2) 2x12 BEAM (TYPICAL)(2) 2x12 BEAM(TYPICAL)CONSTRUCT USING APA NARROWWALL METHOD WITH HEADERCONTINUOUS ACROSS RETURNWALL (SEE DETAIL "A" ON SD-9)(2) JACK STUDS &(3) KING STUDSCONSTRUCT USING APA NARROWWALL METHOD WITH HEADERCONTINUOUS ACROSS RETURNWALL (SEE DETAIL "A" ON SD-9)1 J 2 K (2) 2x6 HEADER 1 J2 K(2) 2x6 HEADER1 J2 K(2) 2x6 HEADERSW-3SW-3SW-3SW-3SW-3SW-3SW-3SW-3SW-3SW-3 SW-3 1 J2 K(2) 2x6 HEADERSW-3 SW-3 DO NOTBALLOONFRAME WALLDO NOTBALLOONFRAME WALL(2) 1 34" x 9 14" LVL(2) 2x6 BUILT-UPPOST (MIN.)2x6FRAMEDWALL(5) 2x6 BUILT-UPPOST (MIN.)(3) 2x4 BUILT-UPPOST (MIN.)ALIGNED WITHPOST ABOVE(2) 2x4 STUDS@ 16" O.C.A S-10 CS-10NAIL TRUSS F1 TOSHEARWALL DOUBLEPLATE WITH 0.131" x 3"NAILS @ 4" O.C.SW-3 SHEATH KNEEWALL ABOVESHEARWALL WITH 716" OSBRATED SHEATHING. FASTENBOTTOM CHORD TO DOUBLEPLATE WITH 0.131"x 3" NAILS@ 4" O.C.SW-3SW-3SW-3SW-3SW-3H SD-4 H SD-4 DSD-4 DS-1018" = 1'-0" (U.O.N.)S-4CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846SCALE:CLIENT:PROJECT:JOB NUMBER:WALL LAYOUT - FIRST FLOORWALL LAYOUTFIRST FLOORPINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: G2K6(2) 2x6 BUILT-UPPOST (MIN.)(2) 2x4 BUILT-UPPOST (MIN.)WALL FRAMING NOTES:1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2x4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 18" - U.O.N.2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2x4 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 18" - U.O.N.3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS.NOTE:INSTALL SOLID BLOCKING BETWEENFLOORS AT ALL SECOND FLOORBUILT-UP POSTS1 J2 K(2) 2x6 HEADERNOTE:ALL WOOD FRAMED LOAD BEARING HEADERSSHALL BE MINIMUM (2) 2x6 No.2 OR BETTERSYP. INSTALL MINIMUM (1) JACK AND(1) KING STUD AT EACH HEADER (U.O.N.)WOOD FRAMED HEADER LEGEND:SIZEOF JACKSOF HEADERQUANTITYOF KING STUDSQUANTITY__J__K(2) 2x__ HEADERSHEARWALL LEGEND:=NON-BEARING WALL= BEARING WALL=SHEARWALLS FASTENED WITH8d COM (0.131"x 2 12") NAILS @6"O.C. ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.=SHEARWALLS FASTENED WITH8d COM (0.131"x 2 12") NAILS @3"O.C. ON EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.=SHEATH BOTH SIDES OF WALLAT INDICATED SHEARWALLSBSSW-3SW-6NOTE: ALL EXTERIOR WALLS SHALL BE "SW-6" U.O.N.1 J2 K(2) 2x10 HEADERSW-3 CONSTRUCT USING APA NARROWWALL METHOD WITH HEADERCONTINUOUS ACROSS RETURNWALLS (SEE DETAIL "B" ON SD-9)(3) 2x4 BUILT-UPPOST (MIN.)(3) 1 34" x 11 14" LVLCONTINUOUS TO CORNERSSW-6 8'-0" SW-6 8'-0"SW-3SW-3SW-3SW-3SW-318" = 1'-0" (U.O.N.)S-5CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846SCALE:CLIENT:PROJECT:JOB NUMBER:WALL LAYOUT - SECOND FLOORWALL LAYOUTSECOND FLOORPINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: FT4FT2BM-1 (RAISED)A2A1A2 B1B3B4P01P02B2FT2A C5C1C4AC4C2P3V1 V2 V3 V4 C3C6M2M1M2D1 FT1F4F4AF1CF1AFT3F3B F3AF3F1F1BF2F2A 2x6 LEDGER WITH (3) 0.131"x 3"NAILS @ 16"O.C. (EACH STUD)2x6 LEDGER WITH (3) 0.131"x 3"NAILS @ 16"O.C. (EACH STUD)NOTE:1) ALL TRUSS CONNECTORS ARE BASED ONUPLIFTS COMPUTED BY ENGINEER OF RECORD.UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTSSHALL BE DISREGARDED.2) THE TRUSS LAYOUT AND NUMBERING SYSTEMSHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.DO NOT VARY FROM THIS LAYOUT WITHOUT PRIORAPPROVAL BY THE ENGINEER OF RECORD AND THECONTRACTOR.3) TRUSS CONNECTORS NOTED SHALL BE INSTALLEDAS LISTED. DO NOT SUBSTITUTE WITHOUT PRIORAPPROVAL OF THE ENGINEER OF RECORD.4) REFER TO MANUFACTURER'S INSTALLATION DETAILSWHEN USING SDWC SCREWS.5) RAISED HEEL TRUSSES (DEFINED AS HEEL HEIGHTGREATER THAN 6") REQUIRE SPECIAL CONNECTIONDETAILS. REFER TO SHEET SD-8.TRUSS CONNECTOR SCHEDULETRUSS IDINTERMEDIATEH2.5AORSDWC 15600ALL OTHERTRUSSESH2.5AORSDWC 15600H2.5AORSDWC 15600716" ROOF SHEATHINGROOF SHEATHING SHALL BE MINIMUM 716" RATED SHEATHING,EXPOSURE 1, FASTENED WITH 0.113" x 2 38" RING SHANKNAILS @ 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS(ENGINEERED DESIGN FOR SHINGLE ROOF).ROOFING MAY REQUIRE ALTERNATE THICKNESS(REFER TO MANUFACTURER'S PRODUCT APPROVAL).BEAM SCHEDULEBEAM I.D.BEAM SPECIFICATIONSBM-1(2) 1 34"x 16" 2.0E LVLGABLE BRACELOCATION SEEDETAIL "B" ONSHEET S-10GABLE BRACELOCATION SEEDETAIL "B" ONSHEET S-10GABLE BRACELOCATION SEEDETAIL "B" ONSHEET S-10DS-10GABLE BRACELOCATION SEEDETAIL "E" ONSHEET S-10BLOCK BETWEENTRUSSES OVERSHEARWALLSEE DETAIL "A" ONSHEET S-6DOUBLE PLATEOF SHEARWALLOPEN WEB TRUSSINSTALL 2x10 BLOCKINGBETWEEN JOIST. TOENAILAT THESE EDGES WITH0.131"x 3" NAILS @ 4"O.C.(TYPICAL)SUB-FLOORINGBLOCK BETWEENTRUSSES OVERSHEARWALLSEE DETAIL "A" ONSHEET S-64'-0"4'-0"HTS24 ATGIRDERHTS24 ORLSTA18 ATBEAMHTS24 ATBEAMSHEATH KNEEWALL ABOVESHEARWALL WITH 716" OSBRATED SHEATHING. FASTENBOTTOM CHORD TO DOUBLEPLATE WITH 0.131"x 3" NAILS@ 4" O.C.REFER TO DETAIL "A" ONSHEET S-11 FOR SHED ROOFFRAMING AND ATTACHMENTFT2FT4HTS24HTS24HANGERHANGERLEFTRIGHT18" = 1'-0" (U.O.N.)S-6CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846SCALE:CLIENT:PROJECT:JOB NUMBER:ROOF TRUSS & FLOOR LAYOUT- LOWER LEVELROOF TRUSS AND FLOORLAYOUT- LOWER LEVELPINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)AS-6DETAIL - BLOCKING AT SHEARWALLJESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: G2K6G3G1G4 G5K5K4K2H1 K1K3 NOTE:1) ALL TRUSS CONNECTORS ARE BASED ONUPLIFTS COMPUTED BY ENGINEER OF RECORD.UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTSSHALL BE DISREGARDED.2) THE TRUSS LAYOUT AND NUMBERING SYSTEMSHOWN SHALL BE USED BY THE TRUSS MANUFACTURER.DO NOT VARY FROM THIS LAYOUT WITHOUT PRIORAPPROVAL BY THE ENGINEER OF RECORD AND THECONTRACTOR.3) TRUSS CONNECTORS NOTED SHALL BE INSTALLEDAS LISTED. DO NOT SUBSTITUTE WITHOUT PRIORAPPROVAL OF THE ENGINEER OF RECORD.4) REFER TO MANUFACTURER'S INSTALLATION DETAILSWHEN USING SDWC SCREWS.5) RAISED HEEL TRUSSES (DEFINED AS HEEL HEIGHTGREATER THAN 6") REQUIRE SPECIAL CONNECTIONDETAILS. REFER TO SHEET SD-8.TRUSS CONNECTOR SCHEDULETRUSS IDINTERMEDIATEH2.5AORSDWC 15600ALL OTHERTRUSSESLEFTH2.5AORSDWC 15600H2.5AORSDWC 15600716" ROOF SHEATHINGROOF SHEATHING SHALL BE MINIMUM 716" RATED SHEATHING,EXPOSURE 1, FASTENED WITH 0.113" x 2 38" RING SHANKNAILS @ 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS(ENGINEERED DESIGN FOR SHINGLE ROOF).ROOFING MAY REQUIRE ALTERNATE THICKNESS(REFER TO MANUFACTURER'S PRODUCT APPROVAL).K6G2HANGERHTS24(2) HTS24HTS24HTS24 ATGIRDERHTS24 ATGIRDER(2) HTS24AT GIRDER4'-0"GABLE BRACE LOCATIONSSEE DETAIL "B" ON SHEET S-103'-11"4'-0"GABLE BRACELOCATION SEEDETAIL "B" ONSHEET S-104'-3"4'-0"GABLE BRACELOCATIONSSEE DETAIL "B"ON SHEET S-10GABLE BRACELOCATION SEEDETAIL "B" ONSHEET S-10GABLE BRACELOCATION SEEDETAIL "B" ONSHEET S-109'-0" 9'-0"GABLE BRACELOCATION SEEDETAIL "B" ONSHEET S-109'-0"RIGHT18" = 1'-0" (U.O.N.)S-7CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846SCALE:CLIENT:PROJECT:JOB NUMBER:ROOF TRUSS LAYOUT- UPPER LEVELROOF TRUSSUPPER LEVELPINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: FT4FT2BM-1 (RAISED)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 PLATENOTE:EACH EXTERIOR POST SHALL BE TREATED6x6 POST ON ABU66-Z POST BASE. STRAPPOST TO EACH BEAM ABOVE WITH (1) H6-Z CLIPOR (1) MSTA24-Z.TYPICAL ALL POSTS - (U.O.N.)SEE DETAIL "F" ON SHEET SD-7ESD-7ESD-7ESD-7ESD-7NOTE:EACH EXTERIOR POST SHALL BE TREATED6x6 POST ON ABU66-Z POST BASE. STRAPPOST TO EACH BEAM ABOVE WITH (1) H6-Z CLIPOR (1) MSTA24-Z.TYPICAL ALL POSTS - (U.O.N.)SEE DETAIL "F" ON SHEET SD-7CONSTRUCT USING APA NARROWWALL METHOD WITH HEADERCONTINUOUS ACROSS RETURN WALLS(SEE DETAIL "A" ON SD-9)CONSTRUCT USING APA NARROWWALL METHOD WITH HEADERCONTINUOUS ACROSS RETURN WALL(SEE DETAIL "A" ON SD-9)HTT5HOLDOWNHTT5HOLDOWNHTT5HOLDOWNHTT5HOLDOWNHTT5HOLDOWNHTT5-KTHOLDOWNHTT5HOLDOWNHTT5-KTHOLDOWNHTT5-KTHOLDOWNNOTE:"KT" = SCREW KIT REQUIRED WITH HTT5 HOLDOWN AT NOTED LOCATIONSHTT5 HOLDOWNWITH SDWC SCREWAT DOUBLE PLATEHTT5 HOLDOWNWITH SDWC SCREWAT DOUBLE PLATERODS @ 4' O.C. MAX RODS @ 4' O.C. MAXRODS @ 4' O.C. MAXHTT5 HOLDOWNWITH SDWC SCREWAT DOUBLE PLATE8" RODS @ 6' O.C. MAXRODS @ 6' O.C. MAX HTT5 HOLDOWNWITH SDWCSCREW ATDOUBLE PLATEHTT5HOLDOWNSPECIAL ANCHOR NOTESILL PLATES ON EXTERIOR WALLSSHALL BE ANCHORED BY THREADEDRODS SUPPLEMENTED BY ADDITIONALANCHOR BOLTS OR 14" x 3 14" TAPCONSCREWS AS REQUIRED TOMAINTAIN MAXIMUM 24" O.C. SPACINGANCHOR BOLTS@ 24"O.C.HTT5HOLDOWNANCHOR BOLTS@ 24"O.C.ANCHOR BOLTS @ 24"O.C.ANCHOR BOLTAT APPROXIMATEMID-POINT OFSHEARWALLANCHOR BOLTAT APPROXIMATEMID-POINT OFSHEARWALLANCHOR BOLTS @ 24"O.C. N SD-5NSD-5NSD-5NSD-5 HTT5HOLDOWN(2) MSTA24AT HEADERTO JACKS8"(2) MSTA24AT HEADERTO JACKSLSTA18 ATHEADER TO JACKSELEVATION- SDWC 15600DOUBLEPLATESDWC15600SCREWSTUDSTUDSDWC15600SCREWDOUBLEPLATESECTION- SDWC 1560034" MIN,1" MAX34" MIN,1" MAX3" (+/- 14")30°10°0°OPTIMAL 22 12"° ANGLENOTE:ALTERNATIVE TO SSP AT DOUBLE PLATE,(1) SIMPSON SDWC 15600 SCREW ORALTERNATIVE TO DSP / SPH AT DOUBLE PLATE,(2) SIMPSON SDWC 15600 SCREWS STUDTO DOUBLE PLATE PER SIMPSON DETAIL.(2) MSTA24AT HEADERTO JACKHTT5-KTHOLDOWNAT KING STUDHTT5 HOLDOWNWITH SDWC SCREWAT DOUBLE PLATEHTT5HOLDOWNHTT5HOLDOWNDTT2-ZHOLDOWNHTS24 ATBEAMHTS24 ORLSTA18 ATBEAMHTT5 ATBACKSIDEOF CORNERHTT5 HOLDOWNAT EACH SIDEOF CORNER -(2) TOTAL8"RODS @ 4' O.C. MAX 18" = 1'-0" (U.O.N.)S-8CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846SCALE:CLIENT:PROJECT:JOB NUMBER:TIE-DOWN LAYOUT - FIRST FLOORTIE-DOWN LAYOUTFIRST FLOORPINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: G2K6 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 PLATERODS @ 4' O.C. MAX RODS @ 6' O.C. MAX CONSTRUCT USING APA NARROWWALL METHOD WITH HEADERCONTINUOUS ACROSS RETURNWALL (SEE DETAIL "B" ON SD-9)(2) CS16 TOBEAM BELOW(2) CS16 TOHEADER BELOW(2) CS16 BETWEENFLOORS ALIGNEDWITH HOLDOWNSEE DETAIL "A" ON SD-7SEE DETAIL "A" ON SD-7 NSD-5NSD-5SDWC SCREW ATDOUBLE PLATE WITHCS16 BETWEEN FLOORSTO HEADER BELOWSDWC SCREW ATDOUBLE PLATE WITH (2)CS16 BETWEEN FLOORSTO HEADER BELOWSDWC SCREW ATDOUBLE PLATE WITH (2)CS16 BETWEEN FLOORSTO HEADER BELOWSDWC SCREW ATDOUBLE PLATE WITH(2) CS16 BETWEENFLOORS ALIGNED WITHHOLDOWN BELOW(3) CS16 AT POSTBETWEEN FLOORSALIGNED WITHHOLDOWN BELOWSDWC SCREW ATDOUBLE PLATE WITHWITH CS16 BETWEENFLOORS(3) CS16 BETWEENFLOORS ALIGNED WITHHOLDOWN BELOWELEVATION- SDWC 15600DOUBLEPLATESDWC15600SCREWSTUDSTUDSDWC15600SCREWDOUBLEPLATESECTION- SDWC 1560034" MIN,1" MAX34" MIN,1" MAX3" (+/- 14")30°10°0°OPTIMAL 22 12"° ANGLENOTE:ALTERNATIVE TO SSP AT DOUBLE PLATE,(1) SIMPSON SDWC 15600 SCREW ORALTERNATIVE TO DSP / SPH AT DOUBLE PLATE,(2) SIMPSON SDWC 15600 SCREWS STUDTO DOUBLE PLATE PER SIMPSON DETAIL.SEE DETAIL "A"ON SD-7 (SIMILAR)18" = 1'-0" (U.O.N.)S-9CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846SCALE:CLIENT:PROJECT:JOB NUMBER:TIE-DOWN LAYOUT - SECOND FLOORTIE-DOWN LAYOUTSECOND FLOORPINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: PORCH CEILINGNAILED TO LEDGER@ 6" O.C.DOUBLE TOPPLATE2x6 LEDGER WITH(3) 0.131"x 3"NAILS @ 16"O.C.(EACH STUD)2x4 BLOCKING BETWEENROOF TRUSSES WITH (2)0.131"x 3" NAILS AT EACHINTERSECTING TRUSSB3 TRUSSES(BEYOND)FASTEN 2x4 BLOCKING TOEACH TRUSS WITH (2) 0.131"x3" NAILS EACH ENDGABLE TRUSSTYPICALTRUSSHGA10 w/ 14" x 1 12"SDS SCREWS2x12 BLOCK w/(4) 14" x 4 12" SDS SCREWS INTO DOUBLE PLATEDIAGONAL BRACEDOUBLE PLATEDIAGONAL BRACEHGA10 AT EACH BRACETOENAIL BOTTOM CHORD OFTRUSS TO DOUBLE PLATE w/0.131" x 3" NAILS @ 8" O.C.2x4 WALL(2) 14" x 3" SDSSCREWS2x12 BLOCK w/(4) 14" x 4 12" SDS SCREWS INTO DOUBLE PLATENOTE: REFER TO DETAIL"F" ON SD-6 FOR LOOKOUTFRAMING AT GABLEOVERHANGLSTA12, LTP4, OR SDWC15600 @ 48"O.C.NAIL EACH BLOCK TO ADDED 2x__ PLATE WITH(3) 0.131"x 3" NAILSINSTALL 2x4 FLATWISE BLOCKING BETWEENTRUSS BOTTOM CHORDS @ 12"O.C.DOUBLE PLATESHEARWALLNAIL BLOCKING TO BOTTOM CHORD WITH (3)0.131"x 3" NAILS AT EACH END OF BLOCKADD 2x__ PLATE ON TOP OF SHEARWALLDOUBLE PLATE. FASTEN WITH 0.131"x 3" NAILS@ 4"O.C. STAGGERED2x4 BRACE AT EACH RAT RUN (48"O.C.)TO SECOND FLOOR STUD.LAP ONTO STUD WITH (3) 0.131"x 3"NAILSSOLE PLATE NAILED TO BEAM WITH0.131"x 3" NAILS @ 6"O.C.2x4 RAT RUN INSTALLED FLATWISE ALONGTOP OF BOTTOM CHORD @ 48"O.C. WITH(2) 0.131"x 3" NAILS INTO EACH TRUSS.EXTEND RAT RUN BACK MINIMUM 8'-0".BM-145° MAX.SECOND FLOOR WALL STUDSABOVE BEAMLOWER ROOFTRUSSES2x__ BARGE RAFTERFASCIA (BY OTHERS)GABLE END TRUSS (DROP GABLE)2x4 LOOKOUTS @ 48"O.C.(3) 0.131"x 3 14" TOENAILS AT EACH LOOKOUTTO TOP CHORD OF TRUSS.2x6 BRACE SPACED @ 48"O.C. UNLESSOTHERWISE NOTED ON ROOF LAYOUT.GYPSUMBOARD CEILINGROOF SHEATHING (AS NOTED)NOTE:ALL MEMBERS SHALL BE #2 SYP.2x4 BLOCKING REQUIRED BETWEENLOOKOUTSNAIL BRACE TO BLOCKING WITH (5) 0.131"x 3 14"NAILS2x6 BLOCKING BETWEEN TRUSSES WITH(3) 0.131"x 3 14" NAILS EACH ENDADD 2x4 T-BRACE NAILED @ 6"O.C.WITH0.131"x 2 12" NAILS IF BRACE LENGTHEXCEEDS 9'-0".NAIL BRACE TOSTRUCTURAL GABLEEND TRUSS WITH (5)0.131"x 3 14" NAILSJACK TRUSS (AS NOTED)L-BRACE AS REQUIRED45° M A X H3 CLIP OR SDWC 15450 OR EQUALAT EACH LOOKOUT1532" ROOF SHEATHINGROOF SHEATHING SHALL BE 1532" RATED PLYWOOD SHEATHING,EXPOSURE 1, FASTENED WITH 0.113" x 2 38" RING SHANK 18" = 1'-0" (U.O.N.)S-10CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846SCALE:CLIENT:PROJECT:JOB NUMBER:DETAILSPINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)AS-10DETAIL - REAR PORCH LATERAL TRANSFERBS-10DETAIL - GABLE BRACE WITH HGA10-KTCS-10SECTION - INTERIOR SHEARWALLPARALLEL TO SYSTEM 42 TRUSSDS-10BEAM BRACINGES-10BOSTON GABLE END DIAGONAL BRACINGJESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: (3) 0.131" x 3" NAILS(TYPICAL EACHRAFTER SET)3'-0" MAX2x4 No. 2 SYP LEDGERw/ (3) 0.131" x 3" NAILSINTO STUDS / FRAMING@ 16" O.C.2x6 No. 2 SYP LEDGER w/ (2) 14" x 412" SDS SCREWS @ 24" O.C. MAXBEVEL TOP OF LEDGER TO MATCHROOF SLOPEMIN. 2x4 No.2SYP FASCIA2x4 No. 2 SYP@ 24" O.C. w/(3) 0.131" x 3" TOENAILSAT LEDGER2x4 No. 2 SYP @ 24" O.C.w/ (3) 0.131" x 3" TOENAILSAT LEDGER1'-0" MAX OVERHANGTENON INHORIZONTALMEMBER34"Ø WHITEOAK DOWELMORTISE INVERTICALMEMBER34"Ø WHITEOAK DOWELUNASSEMBLED SIDE VIEW 4x41 14" THICKMORTISE1 14" THICKTENONUNASSEMBLED TOP VIEW 4x4TREATED (2) 2x8 SYP No. 2 orTREATED 4x8 SYP No. 2 BEAMCONTINUOUSSUBFASCIAMINIMUM 4x4 MEMBER(U.O.N. ON ROOF LAYOUT)MINIMUM 4x4 MEMBER(U.O.N. ON ROOF LAYOUT)H2.5A or SDWC15600SCREW BEAM TOBRACKETSDWC15600 SCREWTRUSS TO BEAMMIN. 4x4 OR 4x6 POSTIN WALL AT BRACKETGLUE ALL JOINTS WITHEXTERIOR WATERPROOFGLUEPOCKET HOLE w/TREATED PLUGMORTISE AND TENON(SEE TOP VIEWDETAIL THIS SHEET)2x8 No. 2 SYP LEDGER ATTACHEDTO FRAMING / WEBS WITH(1) 14" x 4 12" SDS SCREWS @ 24" O.C. MAX.NOTE:FLASHING & WATERPROOFINGBY BUILDERNOTE:FLASHING & WATERPROOFINGBY BUILDER2x6 RAFTERS @ 24"O.C.w/ (4) 0.131" x 3"TOENAILS EACH ENDTENON INHORIZONTALMEMBER1"Ø WHITEOAK DOWELMORTISE INVERTICALMEMBER1"Ø WHITEOAK DOWELUNASSEMBLED SIDE VIEW 6x62" THICKMORTISE2" THICKTENONUNASSEMBLED TOP VIEW 6x6ALL BRACKET MEMBERSSHALL BE TREATED(4) 14MM DOMINO TENONS (SIPO)12"x 6" SPAX POWER LAG(POCKET 1" MAX. DEPTH x 1 12" DIA.TO ACHIEVE PROPER EMBEDMENT)PLUG WITH DOWEL AFTER INSTALLATION12"x 6" SPAX POWER LAG(POCKET 1" MAX. DEPTH x 1 12" DIA.TO ACHIEVE PROPER EMBEDMENT)PLUG WITH DOWEL AFTER INSTALLATION1" OAK DOWEL(4) 14MM DOMINOTENONS (SIPO)POCKET HOLE w/TREATED PLUGTREATED CAP ATDOWELTREATED CAP ATDOWELASSEMBLED TOP VIEW 6x6MEMBER BELOW1" Ø OAK DOWEL2"5" TENONTREATED CAP ATDOWELTREATED CAP ATDOWELASSEMBLED TOP VIEW 4x4MEMBER BELOW34" Ø OAK DOWEL1 14"3" TENONOPTION 2 - CANTILEVERED ROOF (NO STRUCTURAL BRACKETS)OPTION 1 - STRUCTURAL BRACKET24" MAX1532" ROOF SHEATHINGROOF SHEATHING SHALL BE 1532" RATED PLYWOOD SHEATHING,EXPOSURE 1, FASTENED WITH 0.113" x 2 38" RING SHANKNAILS @ 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS(ENGINEERED DESIGN).ROOFING MAY REQUIRE ALTERNATE THICKNESS(REFER TO MANUFACTURER'S PRODUCT APPROVAL).1532" ROOF SHEATHINGROOF SHEATHING SHALL BE 1532" RATED PLYWOOD SHEATHING,EXPOSURE 1, FASTENED WITH 0.113" x 2 38" RING SHANKNAILS @ 6" O.C. ON EDGES AND INTERMEDIATE SUPPORTS(ENGINEERED DESIGN).ROOFING MAY REQUIRE ALTERNATE THICKNESS(REFER TO MANUFACTURER'S PRODUCT APPROVAL).18" = 1'-0" (U.O.N.)S-11CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846SCALE:CLIENT:PROJECT:JOB NUMBER:DETAILSPINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: ABSD-1CSD-1DSD-1SD-1EFSD-1SD-1NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. SECTION - STEMWALL WITH BRICKSECTION - STEMWALL AT GARAGE WITH BRICKSECTION - STEMWALL AT GARAGESECTION - PAD FOOTING AT PORCH STEMWALLDETAIL - 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" INTOFOOTING.10"1'-0"6"1'-8"GRADETWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"CONCRETE SLAB8" CMU STEMWALL WITH (1) #4 @ 48"O.C.AND IN EACH CORNER.FILL CELL SOLID AT EACH #4 REBAR.HOOK REBAR 12" INTO UPPER COURSEOF BLOCKS AND 6" INTO FOOTING.10"1'-0"6"1'-8"GRADEFILL JOINT WITH ELASTOMERICJOINT FILLERCONT. FLASHING; PROVIDE WEEP HOLES@ 33"O.C.GROUT AIR SPACE BELOW FLASHINGTWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"CONCRETE SLAB8" CMU STEMWALL WITH (1) #4 @ 48"O.C.AND IN EACH CORNER.FILL CELL SOLID AT EACH #4 REBAR.HOOK REBAR 12" INTO UPPER COURSEOF BLOCKS AND 6" INTO FOOTING.10" 1'-0"6"1'-8"GRADEFILL JOINT WITH ELASTOMERICJOINT FILLERTWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"CONCRETE SLABGRADE(16) 16d COM NAILS IN THIS AREA OF STRAP PA51 STRAP NAILED TO GARAGEDOOR POST. BEND STRAP INTOFOOTING AS SHOWN.#4 WITH 6" HOOK INTO FOOTINGAND BENT 12" MINIMUM INTOTHICKENED EDGE.6" MIN.BRICK VENEER WITH 1" AIR SPACEAND WALL TIESSECTION - STEMWALL8" 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" INTOFOOTING.10"1'-0"6"1'-8"GRADETWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"CONCRETE SLABNOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. SECTION - MONOLITHIC WITH BRICKSECTION - MONOLITHICSECTION - MONOLITHIC AT GARAGE WITH BRICKSECTION - MONOLITHIC AT GARAGESECTION - PAD FOOTING AT THICKENED EDGEDETAIL - STHD14 INSTALLATION (MONOLITHIC)GRADE(30) 16d SINKERS IN THIS AREA OF STRAP STHD14 STRAP NAILED TOGARAGE DOOR POST.EMBED STRAP INTO FOOTINGAS SHOWN.CONCRETE SLABGRADETWO STORY - (2) #5 CONT.ONE STORY - (2) #5 CONT.1'-4"45°GRADECONCRETE SLABREINFORCEMENT (AS NOTED)1'-6"(AS NOTED)1'-0"45°1'-0"CONCRETE SLAB1'-0"GRADETWO 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 SLAB1'-5"GRADE8"8"CONT. FLASHING; PROVIDEWEEP HOLES @ 33"O.C.GROUT AIR SPACE BELOWFLASHINGBRICK VENEER WITH 1" AIRSPACE AND WALL TIES5"TWO STORY - (3) #5 CONT.ONE STORY - (3) #5 CONT.1'-9"45°8" MIN., 24" MAX.1'-0"MIN.CONCRETE SLAB1'-5"GRADE8"CONT. FLASHING; PROVIDE WEEPHOLES @ 33"O.C.GROUT AIR SPACE BELOW FLASHINGBRICK VENEER WITH 1" AIR SPACEAND WALL TIES5"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 SPACEAND WALL TIESSILL PLATESILLPLATESILL PLATESILLPLATESILL PLATESILLPLATESILL PLATESILL PLATE8"CONCRETE SLABADD 8" x 16" CMU TO INSIDE OFSTEMWALL AT POST LOCATIONWITH (1) #4 VERTICAL IN EACH10" 1'-0"GRADEAS NOTEDREINFORCEMENT (AS NOTED)(1) #5 CONT.NOTE:REINFORCEMENT IS NOT REQUIREDTO 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"38" = 1'-0" (U.O.N.)SD-1CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:FOUNDATION DETAILSSHEET 1 of 2ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: KSECTION - THICKENED EDGESD-2SECTION - NON-BEARING STEPDOWNPSECTION - INTERIOR BEARING PAD FOOTINGSD-2QSD-2TSD-2JSECTION - BEARING STEPDOWNSD-2HSECTION - INTERIOR BEARINGSD-2VARIES1'-4"CONCRETE SLAB1'-0"CURB HEIGHT VARIESTWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"1'-0"1'-4"CONCRETE SLABTWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"1'-0"1'-0"CONCRETE SLAB(1) #5 CONT.GRADE (AS NOTED)ASNOTED CONCRETE SLABREINFORCEMENT (AS NOTED)BEARING POST (AS NOTED)CONCRETE SLAB(1) #4 CONT.CURB HEIGHT VARIES8"45°45°45°45°45°45°45°SECTION - TYPICAL SAW-CUT CONTROL JOINTSECTION - MONOLITHIC AT EXTERIOR WALL SHOWERMONOLITHIC FOOTINGSHOWER AREAPLAN VIEWCONCRETE SLAB1'-0"GRADETWO 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.GSD-2MSECTION - PORCH STEMWALL WITH BRICKSD-2SECTION - STEMWALL AT EXTERIOR WALL SHOWER8" 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" INTOFOOTING.10"1'-0"6"1'-8"GRADEHEIGHT OF CURB VARIES8" CMU STEMWALLSHOWER AREAFORM EDGEPLAN VIEWTWO STORY - (3) #5 CONT.ONE STORY - (2) #5 CONT.1'-8"6" MIN.CONCRETE SLABDETAIL - EMBEDDED STRAP ALTERNATERSD-28" CMU STEMWALL WITH (1) #4 @48"O.C. AND IN EACH CORNER.FILL CELL SOLID AT EACH #4REBAR. HOOK REBAR 16" INTOPORCH SLAB AND 6" INTOFOOTING.(2) #5 CONT.10" 1'-0"6"1'-8"GRADECONCRETE SLAB(1) #5 CONT.(13) 10d COM NAILS IN THIS AREA OF STRAPS NOTE:THIS DETAIL MAY BE SUBSTITUTED FOREITHER THE PA51 STRAP (STEMWALL)ORTHE STHD14 STRAP (MONOLITHIC).(2) MSTAM36-Z STRAPSNAIL EACH STRAP TO CRIPPLE STUDWITH (13) 10d COM NAILSFASTEN STRAP TO FOUNDATIONWALL WITH (8) 14" x 2 14" CONCRETESCREWS INTO MASONRY OR(8) 14" x 1 34" CONCRETESCREWS INTO CONCRETE.CONCRETE SCREWS SHALL BEPOWERS "TAPPER" WITH PERMA-SEALFINISH OR EQUAL.STRAP SHALL BE COVERED WITHSIDING OR STUCCONOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. LSECTION - PORCH STEMWALLSD-2(1) #5 CONT.8" CMU STEMWALL WITH (1) #4 @48"O.C. AND IN EACH CORNER.FILL CELL SOLID AT EACH #4REBAR. HOOK REBAR 16" INTOPORCH SLAB AND 6" INTOFOOTING.(2) #5 CONT.10" 1'-0"6"1'-8"GRADE3" MAXIMUM OVERHANG(OPTIONAL)CONCRETE SLABNOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACTENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE:SAW-CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS)AS SOON AS THE CONCRETE HAS HARDENED ENOUGHNOT TO BE DAMAGED DURING THE CUTTING PROCESS.(TYPICALLY 1 - 4 HOURS IN WARM WEATHER)FILL CUT WITHELASTOMERICFILLER1" DEEP x 18" WIDE SAWCUT AT DENOTEDLOCATIONS.CONCRETE SLABSILLPLATESILLPLATESILLPLATESILLPLATEDETAIL - PAD FOOTING AT PAVERSUSD-21'-0"2'-0"TREATED POSTABU__ POST BASE WITH58" GALV. ANCHOR EMBEDDED12" (SET-XP ADHESIVE)PAVERS BY OTHERS8" TALL, 12" SQUARE GROUTEDCMU OR CAST-IN-PLACE CONCRETEPEDESTAL ON 24"X 24"X 12" PADFOOTING WITH (2) #5 EACH WAY(1) #4 CONT. AND FILL TOP 16"38" = 1'-0" (U.O.N.)SD-2CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:FOUNDATION DETAILSSHEET 2 of 2ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: SECTION - TYPICAL EXTERIOR ONE STORY WALLSD-3ATHREADED ROD ASSEMBLY ATNOTED SPACING (SEE DETAIL "C"THIS SHEET)SEE FOUNDATION DETAILS716" 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 TRUSSESGYPSUM BOARDGYPSUM BOARD2x__ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT)SECTION - TYPICAL EXTERIOR TWO STORY WALLBSD-3THREADED ROD ASSEMBLY ATNOTED 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 TRUSSESGYPSUM BOARDGYPSUM BOARDTHREADED COUPLING AS REQUIREDGYPSUM BOARD(2) 2x__ SYP #2 DOUBLE PLATE (U.O.N.)FLOOR JOIST (I-JOIST SHOWN, SAWNJOIST SIMILAR - SEE SECTION "C" ONSD-4 FOR OPEN WEB TRUSS)RIM BOARD2x__ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIMBOARD WITH 0.131"x 3 14" NAILS @ 6"O.C.2332" RATED STURD-I-FLOOR (T&G) SHEATHINGGLUED AND NAILED. FASTEN WITH 0.131" x 2 12" RINGSHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THEFIELD.NAIL JOIST TO PLATE WITH (2) 0.131"x 3 14" TOENAILSTOENAIL RIM BOARD TO PLATE WITH0.131"x 3 14" NAILS @ 8"O.C.GYPSUM BOARD2x__ 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 STUCCOAPPLICATIONSINSET WALL 12" FOR STUCCOAPPLICATIONSDETAIL - THREADED ROD ASSEMBLYCSD-3SIMPSON 38"Ø x 6 34" TITEN HD ROD COUPLEROR 38" THREADED ROD SET IN ADHESIVE WITHMINIMUM 4" EMBEDMENT WITH NUT & 1"WASHERDOUBLE PLATENUT WITH 2"x 2"x 316" WASHERALTERNATE: SIMPSON LBPS 12 SLOTTEDWASHER WITH 1" WASHER. 38"Ø THREADED RODNUT WITH 1" CUT WASHER716" 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)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 SYPSUBFASCIA 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 WALLSSHALL BE ANCHORED BY THREADEDRODS SUPPLEMENTED BY ADDITIONALANCHOR BOLTS AS REQUIRED TOMAINTAIN MAXIMUM 48"O.C. SPACING(U.O.N.)2x__ No.2 SPF OR No. 2 SYPSUBFASCIA WITH (2) 0.131"x 3 14"ENDNAILS AT TRUSS (U.O.N.)DETAIL - ANCHOR BOLTSIMPSON 38"Ø x 6" TITEN HD OR 38" THREADED ROD SET IN ADHESIVEWITH MINIMUM 4" EMBEDMENTWITH NUT & 1" WASHERNOTE:SILL PLATES ON EXTERIOR WALLSSHALL BE ANCHORED BY THREADEDRODS SUPPLEMENTED BY ADDITIONALANCHOR BOLTS AS REQUIRED TOMAINTAIN MAXIMUM 48"O.C. SPACING(U.O.N.)APPLY SHEATHING HORIZONTALLY FOR STUCCOAPPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1RATED OR 15/ 32" RATED SHEATHING MAY BEINSTALLED VERTICALLY.APPLY SHEATHING HORIZONTALLY FOR STUCCOAPPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1RATED OR 15/ 32" RATED SHEATHING MAY BEINSTALLED VERTICALLY.ROOF SHEATHING AS NOTEDROOF SHEATHING AS NOTED18" = 1'-0" (U.O.N.)SD-3CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:FRAMING DETAILSSHEET 1 of 3ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: HSD-4SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSSGSD-4SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSSCSD-4SECTION - TYPICAL OPEN WEB FLOOR TRUSSTHIS SECTION ONLY APPLIES WHEN REFERENCEDSECTION ONLY APPLIES WHEN REFERENCEDNAIL EACH BLOCK TO DOUBLE PLATE WITH (3)0.131"x 3 14" NAILSBOTTOM CHORD OF TRUSSINSTALL 2x4 BLOCKING BETWEENTRUSS BOTTOM CHORDS @ 12"O.C.NAIL EACH END OF BLOCKING TOBOTTOM CHORDS WITH (3) 0.131"x 3 14"DOUBLE PLATETRUSS (AS NOTED)DOUBLE PLATEMINIMUM 716" RATED SHEATHING,EXPOSURE I FASTEN AS NOTEDON WALL LAYOUT (BLOCK ALL EDGES)2x4 X-BRACE ACROSS LENGTH OFSHEARWALL(3) 0.131"x 3 14" NAILS TYPICAL ATEACH TRUSSADD 2x4 VERTICAL SCAB IN EACHTRUSS IF NO WEB IS PRESENT2x4 BLOCKING BETWEEN TRUSSESTOENAILED TO DOUBLE PLATE WITH0.131"x 3 14" NAILS @ 4"O.C.NAIL SCAB TO PLATE WITH (3)0.131"x 3 14" TOENAILSNAIL SCAB TO TOP CHORD WITH(4) 0.131"x 3 14" NAILSFSD-4MINIMUM 716" RATED SHEATHING,EXPOSURE I FASTEN AS NOTEDON WALL LAYOUT (BLOCK ALL EDGES)TRUSS (AS NOTED)2x4 SPF NAILER- NAIL TO TOP PLATE WITH0.131"x 3 14" NAILS @ 6"O.C.NAIL PORCH SHEATHING AS NOTEDEXTERIOR FRAMED WALLTRUSS BOTTOM CHORD2x4 SPF BLOCKING- NAIL WITH (2)0.131"x 3 14" NAILS AT EACH END(END NAIL OR TOENAIL)NAIL PORCH SHEATHING AS NOTEDEXTERIOR FRAMED WALLUPLIFT CONNECTOR (AS NOTED)SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSSSECTION - EXTERIOR WALL PARALLEL TO TRUSSDSD-4ESD-4SILL PLATE (BELOW)2x__ CORNER FRAMING FULLHEIGHT 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 NAILEDWITH (4) 0.131"x 3 14" NAILS TO EACH ADJACENTSTUDALTERNATE: INSTALL SOLID STUD IN THISSPACE2x4 CORNER FRAMING FULL HEIGHT STUD2x6 OR 2x8 FRAMED WALL2x4 FRAMED WALLJSD-4SECTION - TYPICAL FRAMING AT 90° CORNERSDOUBLE PLATE (U.O.N.)OPEN WEB TRUSSBAND BOARD2x__ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BANDBOARD 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 BOARDTO UPPER PLY OF DOUBLE PLATE. FASTEN WITHEDGE NAILING REQUIREMENTS OF UPPER WALLKSD-4SECTION - INTERIOR WALL CONDITIONS (BEARING AND/OR SHEARWALL)2x TREATED SYP #2SILL PLATEMETAL CONNECTOR REQUIRED(SEE CONNECTION SCHEDULE)THREADED ROD ASSEMBLY ORQUICK-TIE AT NOTED SPACINGUPLIFT (ROOF) - RODS OR QUICK-TIEMETAL CONNECTORNOT REQUIREDDOUBLE PLATEMETAL CONNECTOR ORBLOCKING REQUIRED(AS NOTED)DOUBLE PLATEANCHOR BOLTS AT NOTEDSPACING (48" O.C. MAXIMUM)FLOOR LOAD ONLY ORSHEARWALLSHEATHING (AS NOTED)2x TREATED SYP #2SILL PLATE2x TREATED SYP #2SILL PLATE2x SPF #2 STUDS @ 16"O.C.CONCRETE 10d CUT NAIL@ 24"O.C. OR 14"x 3 14" TAPCONSCREW @ 32"O.C.DOUBLE PLATEUPLIFT (ROOF) - SCREWS2x TREATED SYP #2SILL PLATE2x SPF #2 STUDS @ 16"O.C.2x SPF #2 STUDS @ 16"O.C.ROOF WITH UPLIFT RELEASEDDOUBLE PLATE2x 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 NOTEDSPACING (32" O.C. MAXIMUM)18" = 1'-0" (U.O.N.)SD-4CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:FRAMING DETAILSSHEET 2 of 3ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: LSD-5NSD-5INSTALL DSP CLIP ORSDWC 15600 SCREW @ 32"O.C.MAXIMUM SPACING (U.O.N.)STRAP CRIPPLETO HEADER WITHLSTA18 STRAP @32"O.C.ANCHOR AS REQUIREDFLUSH HEADER CONDITIONDROPPED HEADER CONDITION12" MAX.THREADEDROD ASSEMBLYNOTE:THREADED ROD ASSEMBLYNOT REQUIRED AT GARAGEDOOR OPENINGS (U.O.N.)INSTALL MSTA24 STRAPLOOPED OVER DOUBLEPLATE. NAIL TO CRIPPLE ONEACH SIDE WITH (6)0.131" x 1 12" NAILS @ 32"O.C.DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGSANCHOR AS REQUIREDDETAIL - TYPICAL WALL FRAMING CONDITIONS STUD TO PLATE NAILINGSTUD SIZE END NAILTOENAIL2x4 (2)(3)2x6 (3)(4)2x8 (4)(5)2x10 (5)(6)* ALL NAILS NOTED ARE 0.131"x 3 14"*THREADED RODASSEMBLY ATNOTED SPACING2x__ TREATEDSYP SILL PLATE(2) 2x__ SYP #2 DOUBLEPLATE (U.O.N.) NAILPLATES WITH 0.131"x 3"NAILS @ 8"O.C.STAGGERED2x__ SPF #2 STUDS@ 16"O.C. (U.O.N.)(SEE WALL LAYOUT)DOUBLE SILL REQUIRED WHERE OPENINGWIDTH EXCEEDS 61" (U.O.N.)8" MAX.THREADED ROD ASSEMBLY CENTEREDON SPLICE IN PLATE OR THREADED RODASSEMBLY WITHIN 12" ON EACH SIDE OFJOINT.JOINT IN UPPER PLATEJOINT IN LOWER PLATE(TYPICAL DOUBLE PLATE SPLICE)48" MINIMUM SPLICE LENGTHMINIMUM NAILING OF(16) 0.131"x 3" NAILS IN THIS ZONE.JOINT IN SILL PLATETHREADED ROD ASSEMBLY WITHIN6" OF SPLICE IN LOWER PLATEALTERNATE: IF ROD IS GREATERTHAN 6" FROM SPLICE - ADDSSP AT SPLICE.6" MAX.NAIL EACH PLY OF KING AND JACK STUDS TOGETHERWITH 0.131"x 3 14" NAILS @ 6"O.C. STAGGERED(TYPICAL)THREADED ROD ASSEMBLY(BEYOND)TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE) END NAILINGACCEPTABLETYPICAL STUD TODOUBLE PLATECONNECTIONTYPICAL STUD TO SILL PLATECONNECTIONBUILT-UP POST (WHEN NOTED ON WALL LAYOUT)NAIL EACH PLY WITH 0.131"x 3 14"NAILS @ 6"O.C. STAGGEREDBUILT-UP CORNER POSTJACK STUD AND KINGSTUD REQUIREMENTS(SEE WALL LAYOUT)6" MAX.NAIL EACH PLATE TO JACK STUDWITH (3) 0.131"x 3 14" NAILS - TOENAILOR ENDNAIL (TYPICAL)2x4 BLOCKING BETWEENSTUDS TOENAILOR ENDNAIL EACH ENDTO ADJACENTSTUD WITH (3) 0.131"x 3 14"NAILSTYPICAL FRAMINGAT CHANGE INPLATE HEIGHTMSTA36 STRAPCENTERED ONCHANGE INPLATE HEIGHTTHREADEDROD ASSEMBLYNOTE:THREADED ROD ASSEMBLYNOT REQUIRED AT GARAGEDOOR OPENINGS (U.O.N.)THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED4" 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 NAILING2x6(3) NAILS PER PLY2x8(4) NAILS PER PLY2x10(5) NAILS PER PLY2x12(6) NAILS PER PLY9 12" OR 9 14"LVL(5) NAILS PER PLY11 78" OR 11 14"LVL(6) NAILS PER PLY14" LVL(7) NAILS PER PLY16" LVL(8) NAILS PER PLYNOTE:MAY SUBSTITUTE (1) 14" x 3" SDSSCREW PER (2.5) NAILS.(TOP OR BOTTOM INSTALLATION)12" MAX.ALTERNATE:SDWC 15600 SCREWS TOP AND BOTTOMOF CRIPPLE STUDS @ 32"O.C. IN LIEU OFSTRAPPING.***BUILT-UP HEADER WITH 0.131"x 3 14"NAILS @ 12"O.C. TOP AND BOTTOM(U.O.N.)ALT: SINGLE PLY HEADERDETAIL - GARAGE DOOR FRAMINGEXTERIOR FINISHOVER WALLSHEATHINGJACK / KINGSTUDS ASNOTEDGARAGE DOORPER ARCHITECTURALGYPSUMBOARD2x6 REINFORCEMENT "GOAL POST"FASTEN w/ 0.131" x 3 14" @ 8" O.C.(STAGGERED) or 14" x 3 12" SDSSCREWS @ 24" O.C.BRACKET ATTACHEDPER MANUFACTURERGARAGE DOORJAMBMSD-518" = 1'-0" (U.O.N.)SD-5CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:FRAMING DETAILSSHEET 3 of 3ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: CSD-6DETAIL - TYPICAL LATERAL TRUSS BRACINGDETAIL - TYPICAL VERTICAL BRACING AT GABLE ENDASD-6SECTION - TYPICAL T-BRACEBSD-6ROOF SHEATHINGROOF TRUSS (BY OTHERS) WITHBRACE (IF REQUIRED)TO REPLACE (1) ROW OF LATERAL BRACINGINSTALL 2x4 No.2 SYP T-BRACE NAILED TOEACH PLY OF TRUSS WEB AT 6"O.C. WITH0.131" x 3" NAILS TO REPLACE (2) ROWS OFLATERALBRACING INSTALL 2x6 No.2 SYPT- BRACE NAILED TO EACH PLY OF TRUSSWEB WITH 0.131" x 3" NAILS @ 6"O.C.6" MAX.6" MAX.NOTE:T-BRACING TO BE USED WHEN CONTINUOUSLATERAL BRACING IS IMPRACTICAL.2x4 BLOCKING - TOENAIL OR ENDNAILEACH END TO ADJACENT TRUSS WITH(3) NAILSNOTES:1)CONTINUOUS LATERAL BRACES SHALL BE 2x4No.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° M A X .(3) TRUSSES MINIMUMFOR CONTINUOUS LATERAL BRACENAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILSNAIL DIAGONAL BRACE TO INTERMEDIATEWEBS WITH (2) NAILS2x4 SPF No.2 DIAGONAL BRACE(TYPICAL AT EACH END OFCONTINUOUS LATERAL BRACING)NAIL DIAGONAL BRACE TO TRUSSWEB WITH (3) NAILSCONTINUOUS LATERAL BRACE (QUANTITYAND LOCATION DEFINED BY TRUSS SHOPDRAWING.)NAIL CONTINUOUS LATERAL BRACE TOEACH TRUSS WEB WITH (2) NAILSROOF TRUSSES (BY OTHERS)LAST TRUSS IN ROW REQUIRING BRACINGRATED ROOF SHEATHINGDETAIL - BALLOON FRAMED GABLE END (HIGH CEILING VAULT)ESD-6DETAIL - BALLOON FRAMED GABLE END (LOW CEILING VAULT)DSD-6INTERIOR CEILING PITCH EXCEEDS 12 OF EXTERIOR ROOF PITCHINTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN 12 OF EXTERIOR ROOF PITCHBALLOON FRAMED STUDS(AS NOTED)2x4 SYP BLOCKING BETWEENLOOKOUTSROOF SHEATHING (AS NOTED)2x4 LOOKOUTS @ 48"O.C. FOROVERHANGH2.5A AT EACH LOOKOUTDOUBLE PLATEEXTERIOR SHEATHING SHALL BENAILED TO UPPER PLY OFDOUBLE PLATE WITH0.131"x 2 12" NAILS @ 6"O.C.(U.O.N. ON WALL LAYOUT)INTERIOR VAULTVERTICAL WEB IN GABLEEND TRUSS2x__ L-BRACE NAILED TOVERTICAL WEB WITH0.131"x 3" NAILS @ 6"O.C.16" OR 24" O.C.SPACING (SEE TABLE) END VERTICAL BRACING REQUIREMENTS BRITTLE FINISHFLEXIBLE FINISHBRACING 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-BRACE115" TO 182" 146" TO 232"END VERTICAL HEIGHT (TYPICAL)RATED ROOF SHEATHING2x__ 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 VENEERFLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PANEL,BRICK VENEER, ETC.BALLOON FRAMED STUDS(AS NOTED)2x4 SYP BLOCKING BETWEENLOOKOUTSROOF SHEATHING (AS NOTED)2x4 LOOKOUTS @ 48"O.C. FOROVERHANGH2.5A AT EACH LOOKOUTSINGLE PLATE NAIL TO TRUSSBOTTOM CHORDWITH 0.131" x 3 14"NAILS @ 6"O.C.SEE DETAIL "G" ON SD-6WHERE THREADED RODSARE SPECIFIED.2x__ BARGE RAFTERFASCIA (BY OTHERS)GABLE END TRUSS (DROP GABLE)2x4 LOOKOUTS @ 48"O.C.(3) 0.131"x 3 14" TOENAILSAT EACH LOOKOUT TOTOP CHORD OF TRUSS.2x6 BRACE SPACED @ 48"O.C.UNLESS OTHERWISE NOTEDON ROOF LAYOUT.GYPSUM BOARD CEILINGROOF SHEATHING (AS NOTED)NOTE:ALL MEMBERS SHALL BE #2 SYP.2x4 BLOCKINGREQUIRED BETWEENLOOKOUTSNAIL BRACE TO BLOCKING WITH (5) 0.131"x 3 14" NAILS2x6 BLOCKING BETWEEN TRUSSES WITH(3) 0.131"x 3 14" NAILS EACH ENDADD 2x4 T-BRACE NAILED @ 6"O.C.WITH 0.131"x 2 12" NAILS IF BRACELENGTH EXCEEDS 9'-0".TOENAIL BOTTOM CHORD OFTRUSS TO DOUBLE PLATE WITH0.131"x 3 14" NAILS @ 8"O.C.GBC CLIP- (2) REQUIRED AT EACH BRACE2x4 DRYWALL BACKING INSTALLEDCONTINUOUSLY BETWEEN BRACES45° M A X .SECTION - GABLE END DIAGONAL BRACINGFSD-6THREADED ROD NOT SHOWN FOR CLARITYSECTION - PLATFORM FRAMED GABLE ENDGSD-6NUT & 3"x 3"x 14" WASHERBOTTOM CHORD OF GABLEEND TRUSSTHREADED ROD ASSEMBLY12" LONG SCAB( MATCH BOTTOM CHORD)WITH 12" SPACERSVERTICAL WEB OF GABLE ENDTRUSSTOP CHORD OF GABLE ENDTRUSSROOF SHEATHING (AS NOTED)2x4 LOOKOUTS @ 48"O.C.FOR OVERHANGH3 OR EQUAL ATEACH LOOKOUT2x__STUDS(2) 2x__ DOUBLE PLATEAABOTTOM CHORD OF GABLE END TRUSS12" LONG 2x__ SCAB ( MATCH BOTTOM CHORD) WITH 12"SPACERS - NAIL w/ (3) 0.131"x 3" NAILSTHREADED ROD ASSEMBLYNUT & 3"x 3"x 14" WASHER(SEE THREADED ROD ASSEMBLY DETAILS.)SECTION A-AEXTERIOR SHEATHING SHALLBE NAILED TO BOTTOM CHORDOF TRUSS WITH0.131"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 EQUALAT EACH LOOKOUT18" = 1'-0" (U.O.N.)SD-6CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:TRUSS BRACING ANDGABLE DETAILSENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: DETAIL - TYPICAL DTT2-Z INSTALLATIONBSD-7CSD-7DSD-7DETAIL - TYPICAL HTT5 INSTALLATIONDETAIL - TYPICAL HDU8 INSTALLATIONMONOLITHIC FOUNDATION - EXTERIOR12" x 12" TITEN HD SCREW ANCHORor 58" THREADED ROD SET 7" INTO ADHESIVESTEMWALL FOUNDATION - EXTERIOR58" THREADED ROD SET 12" INTO ADHESIVEINTERIOR APPLICATIONS-IF EDGE DISTANCE EXCEEDS 5" USE12" x 12" TITEN HD SCREW ANCHORor 58" x 8" TITEN HD SCREW ANCHORor 58" THREADED ROD SET 6" INTO ADHESIVEMONOLITHIC FOUNDATION - EXTERIOR78" THREADED ROD SET 12" INTO ADHESIVESTEMWALL FOUNDATION - EXTERIOR78" THREADED ROD SET 12" INTO ADHESIVEINTERIOR APPLICATIONS-IF EDGE DISTANCE EXCEEDS 5" USE78" THREADED ROD SET 8" INTO ADHESIVEDETAIL - EXTERIOR BEAM TO WALL CONNECTIONESD-7DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POSTFSD-7NOTCH BEAM AS REQUIRED TOFIT BENEATH DOUBLE PLATEEXTERIOR BEAM (AS NOTED)DOUBLE PLATEBEAM BEARS ON (2) 2x__ JACKS(TYPICAL - U.O.N.)BEAM INSTALLED BENEATH DOUBLE PLATEEXTERIOR BEAM (AS NOTED)DOUBLE PLATEBEAM BEARS ON (2) 2x__ JACKS(TYPICAL - U.O.N.)INSTALL DSP CLIPS @ 24" O.C. ORSPH__ @ 32"O.C.CONDITION: 1CONDITION: 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 FROMPOST TO BEAMLAP BEAM PLIES ANDNAIL AS SHOWN - (5)0.131"x 3 14" NAILS PER PLYPT POST (AS NOTED)H6 CLIP FROM POSTTO BEAMEXTERIOR BEAM(AS NOTED)ABU POST BASE(AS NOTED)58" THREADED RODWITH NUT SET INADHESIVE(7" EMBEDMENT)PT POST (AS NOTED)PLAN VIEW AT TOP OF POSTSIDE VIEW AT BASE OF POSTMONOLITHIC FOUNDATION - EXTERIOR38" x 6" TITEN HD SCREW ANCHORor 38" x 6" SCREW ANCHOR BY HURRI-BOLT, INC.or 38" THREADED ROD SET 4 12" INTO ADHESIVESTEMWALL FOUNDATION - EXTERIOR12" THREADED ROD SET 7" INTO ADHESIVEINTERIOR APPLICATIONS-IF EDGE DISTANCE EXCEEDS 5"USE MONOLITHIC CONDITIONDETAIL - UPPER LEVEL STUD OVER BEAMTHIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCEDUPPER LEVEL STUDCS16 STRAP (CUT TO LENGTH) FROM UPPERSTUD TO HEADER BELOW @ 32"O.C. (U.O.N.).NAIL INTO UPPER STUD WITH (11) 10d AND NAILINTO HEADER WITH (11) 10d NAILS.BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATEFLOOR SYSTEM (AS NOTED)DOUBLE PLATELOWER LEVEL HEADER (AS NOTED)NAILING NOT REQUIRED BETWEEN UPPER SILLPLATE AND LOWER DOUBLE PLATE.BEGIN NAILING 1" MINIMUM BELOW DOUBLEPLATEINSTALL SSP or SPH__ CLIPS AT 32"O.C. ATDOUBLE PLATEALTERNATE: MSTA24 STRAP LOOPED OVERDOUBLE PLATE NAILED WITH (6) 10d x 1 12" NAILSINTO EACH SIDE OF STUDUPPER LEVEL STUDBEAM (AS NOTED)CS16 STRAP (CUT TO LENGTH) FROM UPPERSTUD TO BEAM BELOW @ 32"O.C. (U.O.N.).NAIL INTO UPPER STUD WITH (11) 10d AND NAILINTO BEAM WITH (11) 10d NAILS.BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATEBEGIN NAILING 1" MINIMUM BELOW TOP OFBEAMNOTE:ATTACH DOUBLE PLATE TO STUD PERDETAIL "G" ON SD-7ASD-7DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOWGSD-7THIS 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" WASHER18" = 1'-0" (U.O.N.)SD-7CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:METAL CONNECTORDETAILSENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: DOUBLE PLATERAISED HEEL TRUSS2x__ BLOCKINGROOF SHEATHING0.131"x 3 14" TOENAILS @ 3"O.C.(2- MIN.) AT EACH END0.131"x 3 14" TOENAILS @ 8"O.C.2" MIN.6" MAX.DOUBLE PLATERAISED HEEL TRUSS2x4 BLOCKINGROOF SHEATHING2" MIN. 6" MAX.2x4 BLOCKING (FLATWISE)BETWEEN TRUSSES-NAIL TO DOUBLE PLATEWITH 0.131"x 3 14"NAILS @ 6"O.C.(2) 0.131"x 3 14" TOENAILSAT EACH ENDCONNECTOR INSTALLEDBEFORE SHEATHING.(MAYALSO BE INSTALLED AFTERSHEATHING THROUGH NOTCH.)SHEATHING JOINTDETAIL - RAISED HEEL TRUSS (OPTION 1)ASD-8DETAIL - RAISED HEEL TRUSS (OPTION 2)BSD-8HORIZONTAL SHEATHING JOINT AT TOP OF DOUBLE PLATEHORIZONTAL SHEATHING JOINT AT TOP OF DOUBLE PLATECONNECTOR INSTALLED BEFORESHEATHING.(MAY ALSO BEINSTALLED AFTER SHEATHINGTHROUGH NOTCH.)SHEATHING JOINTNOTE:SDWC 15600 SCREWS MAY BE USED IN LIEU OFMETAL CONNECTORS FOR ALL OPTIONS.38 " = 1'-0" (U.O.N.)SD-8CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:RAISED HEEL TRUSSDETAILENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: DOUBLE PLATEFASTEN PLATE TO HEADERw/ (2) ROWS OF 0.131" x 3 14" @ 3" O.C.MINIMUM (3) STUDS58" EPOXIED ANCHOR BOLTw/ 7" MIN. EMBEDMENT w/MINIMUM 2" x 2" x 316"PLATE WASHERMINIMUM 3" x 11 14" HEADER (SEE LAYOUT)MAY BE RAISED TO BOTTOM OF DOUBLEPLATE (MAXIMUM 10' HEIGHT)MINIMUM (3) 2x4 FLATWISE REQUIRED ATTOP OF OPENING WITH RAISED HEADER(2) MSTA30 STRAPSMINIMUM (2) STUDSEMBEDDED STRAP PERDETAIL "F" ON SHEET SD-1(OR HTT5 IF NOTED) MINIMUM 716"RATED SHEATHINGAPPLY SHEATHING HORIZONTALLYFOR STUCCO APPLICATIONS, EXCEPTTHAT 716" STRUCTURAL 1 RATEDOR 1532" RATED SHEATHING MAY BEINSTALLED VERTICALLYCONCRETE FOOTINGPER FOUNDATION PLANNOTE: SHEATHING ONLY SHOWNFOR NARROW WALL SECTIONREMAINING SHEATHING NOTSHOWN FOR CLARITYFASTEN SHEATHING TO HEADERIN 3" GRID PATTERN AND FASTENSHEATHING TO ALL FRAMING @ 3" O.C.USE 0.131" x 2 12" NAILS ATALL LOCATIONS (U.O.N.)10'-0" MAXIMUM HEADER HEIGHT PONY WALL HEIGHT 12'-0" MAXIMUM TOTAL WALL HEIGHTEMBEDDED STRAP PERDETAIL "F" ON SHEET SD-1(OR HTT5 IF NOTED)TYPICAL BLOCKING AT PANELEDGES WITH 0.131" x 3" NAILS@ 3" O.C. IN EACH PANEL EDGEDOUBLE PLATEFASTEN PLATE TO HEADERw/ (2) ROWS OF 0.131" x 3 14" @ 3" O.C.MINIMUM (3) STUDS(2) MSTA30 STRAPSU.O.N.(SEE TIE-DOWN LAYOUT)MINIMUM (2) STUDSFASTEN SHEATHING TO HEADERIN 3" GRID PATTERN AND FASTENSHEATHING TO ALL FRAMING @ 3" O.C.USE 0.131" x 2 12" NAILS ATALL LOCATIONS (U.O.N.)(2) CS16 STRAPS BETWEENFLOORS ALIGNED WITH STUDPOST / HOLDOWN BELOWTYPICAL BLOCKING AT PANELEDGES WITH 0.131" x 3" NAILS@ 3" O.C. IN EACH PANEL EDGE(3) 14" x 4 12" SDS SCREWSINTO TOP CHORDSTRAP MAY ATTACH TOCRIPPLE STUD UNDER WINDOW MINIMUM 716"RATED SHEATHINGAPPLY SHEATHING HORIZONTALLYFOR STUCCO APPLICATIONS, EXCEPTTHAT 716" STRUCTURAL 1 RATEDOR 1532" RATED SHEATHING MAY BEINSTALLED VERTICALLYMINIMUM 3" x 11 14" HEADER (SEE LAYOUT)MAY BE RAISED TO BOTTOM OF DOUBLEPLATE (MAXIMUM 10' HEIGHT)MINIMUM (3) 2x4 FLATWISE REQUIRED ATTOP OF OPENING WITH RAISED HEADERNOTE: SHEATHING ONLY SHOWNFOR NARROW WALL SECTIONREMAINING SHEATHING NOTSHOWN FOR CLARITYADETAIL - NARROW WALL METHOD DETAILBDETAIL - NARROW WALL METHOD DETAIL (SECOND FLOOR)APA WALL DETAIL18" = 1'-0" (U.O.N.)SD-9CHECKED BY:REVISIONS:DRAWN BY:RELEASE DATE:DO NOT SCALE THIS DRAWINGSHEET:SCALE:© 2022 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.TITLE:CLIENT:PROJECT:JOB NUMBER:ENGINEERING,ULSBERG12058 SAN JOSE BLVD, # 1001JACKSONVILLE, FL 32223904.886.2401www.HulsbergEngineering.comHINC.FLORIDA REGISTRY # 25846PINNACLE HOMESBUCHACA2325 BEACHCOMBER TRAIL21-351501-14-22SWBJJJ (SWB)JESSE J. JANNETTE, PE STATE OF FLORIDA,PROFESSIONAL ENGINEER, LICENSE No. 78623.THIS ITEM HAS BEEN ELECTRONICALLY SIGNEDAND SEALED BY JESSE J. JANNETTE, PE ON01-14-22 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOTCONSIDERED SIGNED AND SEALED AND THESIGNATURE MUST BE VERIFIED ON ANYELECTRONIC COPIES.STATE OFNo. 78623L I CENSEFLORIDAPROFESIONALSENGI N E ER J E SSEJJANNETTE.COMMENTS: