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740 PARADISE LN - STRUC. DRAWINGS" DESIGN SPECIFICATIONS: GENERAL NOTES: - 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over UT SR Ei R( T Project has been designed in accordance with the 5th Edition (2014) Florida Building1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with L 1� t l HENGINEERING, Code; Residential, and the Florida Building Code, Existing Building (as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, INC. - and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of 4" to 2" - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE, FL, 32258 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in cubic yard in accordance with manufacturer's recommendations. P: 904.886.2401 F: 904.260.4367 Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type www.HulsbergEngineering.com o 25846 - Basic Wind Speed: 130 mph occupancy. of construction and occu anc 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and Building Risk Category: 11 3. The contractor is responsible for the means and methods of construction. It is the other deleterious material. Structural fill shall be compacted to a density of at least 95% the Modified Proctor `�. S�`'>., kl S•°`•.• �`''�,� E Wind Exposure: C (Enclosed Structure) temporary of Maximum Dry Density (ASTM D1557). Termite protection �o°' "•"'"" Q '. Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence, and shall be provided in accordance with applicable code requirements. If soil treatment ,.'� VBG Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is used, the treatment shall be done after all excavation, backfilling, and compaction a. a I 0791 - Wind -Borne Debris: NOT located in the wind-borne debris region construction. is completed. ; 0�. Unless otherwise noted, project site considerations shall be the responsibility of the Examples items include, but shall not be limited t 4. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be to a density of least 95%o of the Modified Proctor Maximum Dry Density a f OF ab Ji ®e" owner and/or contractor. of such compacted at A determination of grade elevations, drainage features, and special requirementst DEP 5r The contractor shall supply, locate, and build Into the work all Inserts, anchors, angles;Q� (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. 3 ,� ®s �,{j�•,*'+ associated with FEMA flood hazard and/or zones. plates, openings, sleeves, hangers, slab depressions, or other components as may be p9 p Y 11. The following minimum concrete cover shall be provided for reinforcement: 11 DEAD LOADS: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth �* l�QDESIGN 2" Concrete exposed to earth or weather P�U��} MPSON, PE Floors: 6. All details and sections shown on the structural drawings are intender to be typical 1 '/" Concrete not exposed to earth or weather m ;' FL PE No. 50791 o CgMMENTs' The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except wood subflooring over wood truss, wood 1 -joist, or solid sawn lumber framing. The floor where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be minimum lengths: notified if the floor coverings differ from the notedassumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #4 bars: 21" minimum shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26" minimum Roofs: drawings and any drawings prepared by others prior to commencing work. #6 bars: 32" minimum E Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a Soiig exploration report. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil huating capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the 14; The contractor shall provide spacers; chairs, bolsters, etc., necessary to support DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil cumpaction reinforcing steel. Support items which bear on exposed concrete surfaces shall have S specified in the soils report shall be followed unless more stril pint ,=:quirenlems are ends which are plastic tipped or stainless steel. Floors specified in these plans. Exterior Balconies: 40 psf MASONRY: a Exterior Decks: 40 psf CONCRETE; Stairs: 40 psf (or 300 Ib point load) p'-qui-rOnients General: " Garages: 50 psf (or 2000 Ib point load) 1. All concrete work shall be in accordance with "Building Codi, for m All Other Areas: 40 psf t�IW Concrete," ACI 301 Structural Concrete,' ACI 318-11, and "Specification for Struc. 1. All masonry work shall be in accordance with "Building Code Requirements for a Masonry Structures," ACI 530-11, and Specifications for Masonry Structures," ACI Attics: 2. All concrete shall have the following minimum compressive strength ai 28 days: 530.1-11 Without Storage: 10 psf Slabs on grade, footings, and mise. concrete: f'c= 500p. i With Limited Storage 20 psf Structural slabs, walls, beams and columns: fc= 000.rsi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of With Storage: 30 psf (fixed stair access) Designated radon zones only - all concrete: f c= 000psi 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" toll". Roofs: 3. Cement shall conform to "Specification for Portland Cement" ( TN! C150) 3. Mortar shall conform to ASTMI C270 and be Type M or S. Type N mortar may be used Less than 4:12 slope: 20 psf in brick veneer. 4:12 slope or greater: 16 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) m CLIENT: 4. The contractor shall be responsible for the design and installation of all flashing. a BUCKY DAVIS DEFLECTION CRITERIA. 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic N material or other substances that are deleterious to concrete or steel reinforcement Concrete Masonry (CMU): m PROJECT: Walls: Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted,,on the 1. Concrete masonry units (CMU) shall be ASTM C90-11 B, Hollow Load -Bearing 40 PARADISE PRESERVE d Wind loads with other brittle finishes: L/240 structural drawings. All reinforcing details shall conform to Details and Detailing of Concrete Masonry Units, normal weight, with a minimum compressive strength of a Wind loads with flexible finishes. L/120 or L/180* Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural 1900 psi (fm=1500 psi). t JOB NUMBER: COUNTY: " L/180 for exterior walls with interior gypsum board finish. drawings. a - 959 DUVAL SCALE: Floors: 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following %" = V-0" U.O.N. Live Load: L/480 * 7. Tolerances for foundation and slab alignment as well as placement of reinforcement minimum lengths: Total Load: L/240 * 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. #4 bars: 20" minimum #5 OFFICE COPY DO NOT SCALE THIS DRAWING RELEASE DATE: * Increased floor stiffness may be required by floor covering manufacturer bars: 25" minimum 06-06-17 #6 bars: 30" minimum a REVISIONS: Roofs: 1 08-16-17 Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5-0" maximum lifts. - Total Load. L/180 `DRAWN BY: CMF 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall- height exceeds 5'-0°. REVIEWED FOR CODE COMPLIANCE a CHECKED BY: FSS 5. Beam reinforcement shall be continue'; f sOFr*T ANTIC BEACH _ TITLE: SEE PERMITS FOR ADDITIONAL = GENERAL NOTES REQUIREMENTS AND CONDITIONS - SHEET 1 of 2 a SHEET: REVIEWED BY: DATE: 1 S -1 0 3. 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 tt an No. 22 gage by 7/8" corrugated and fastened with 1 .%" galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4xl/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 Y8" x 3" lag screws 12" o.c. or Simpson Y4' x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Spe ificatior (NDS) for Wood Construction;" 2012 edition. b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 KSI) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) 2. All structural steel connections and fabrications shall comply with AISC specifications 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING Clay Masonry (Brick): INTERIOR ZONE (4) 13. Fasten plies of 1 %" wide engineered lumber as follows: WINDOW, DOOR AND SOFFIT PRESSURES: T TT (� 2 -ply beams with (3) rows of 0.131"x3'/4' nails @ 12"o.c. 0 to 20 sf lJ LSBERG 1. Brick shall conform to ASTM C62; C216, or C652 for Building Brick, Facing Brick, and 3 -ply beams with (3) rows of 0.131 "x3 '/4' nails @ 8"o.c. (each side) 1. All window, door and soffit assemblies shall be designed to withstand the design ENGINEERING, INC. Hollow Brick, respectively. Grade SW shall be used. 22.2 -24.2 4 -ply beams with (2) rows of Simpson 6 " long SDW screws @ 12" o.c. pressures Indicated below and shall be installed in accordance with the manufacturer's m 11481 OLD ST. AUGUSTINE RD., SUITE # 202 -- 19.9 -23.41 19.9 -21.9 requirements. 24.7 -33.01 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o. . STRUCTURAL STEEL: JACKSONVILLE, 04. 60.43 - 904:886.2401 F: 904260.4367 P: vertical and 16" o.c. horizontal. Additional ties shall be provided around all wal www.HulsbergEnginegfing.com openings greater than 16" in either direction, and shall be spaced no more tha 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and FLORI,KA C. .NUM R: 25846 o.c. and placed within 12" of the openings. Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 \}e" 3. 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 tt an No. 22 gage by 7/8" corrugated and fastened with 1 .%" galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at CMU walls. 4. Unless otherwise noted on the plans, a steel angle L4x4xl/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 Y8" x 3" lag screws 12" o.c. or Simpson Y4' x 3" SDS screws @ 12"o.c. WOOD FRAMING: 1. All wood framing has been designed in accordance with "National Design Spe ificatior (NDS) for Wood Construction;" 2012 edition. b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 KSI) c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or ASTM A53 (Fy=35 ksi) 2. All structural steel connections and fabrications shall comply with AISC specifications 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) Pos Neg Pos Neg 0 to 20 sf 24.7 -33.0 24.7 -26.8 20.1 to 50 sf 23.6 -30.7 23.6 -25.7 50.1 to 100 sf 22.2 -27.8 22.2 -24.2 100.1 to 200 sf 20.9 -25.71 20.9 -23.0 200.1 to 500 sf 19.9 -23.41 19.9 -21.9 Soffit design} Pressure 24.7 -33.01 24.7 -26.8 3 r,�.°• NOF NO/ 91 - 3 ; T ;rt�F P .,��f✓ ` 7 r✓. 791 COM EN ,0° Base Design Pressure 20.90 GGpi = ±0;18 2. Southern Yellow Pine member design incorporates design values for all sizes i Ind 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior grades of visually graded Southern Yellow Pine dimension lumber per "Supple nent to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by the Southern Pine Inspection Bureau (SPIB). 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. E 3. All wood members exposed to weather or in contact with masonry, concrete ot soil shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish: 4. If ACQ treatment is used on any woodmember, then all nailing shall require HARDWARE AND ANCHORS: TYPICALEDGE STRIP 5 hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 8695, CI ss 50. O If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, a = 3.9' o United Steel Products (USP), or Engineer approved equal. 5. Prefabricated wood trusses shall comply with NDS and "National Design Stan and for TYPICAL INTERIOR ZONE (4) " Metal Plate Connected Wood Truss Construction (TPI 1-07)." 2: All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554, Grade 36. 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. - 3.. All metal connectors and hardware which are exposed to the extenor or in contact 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per a registered Engineer's seal for approval. Design notes shall include the rated lo)d ASTM A153, Class C, or ASTM B695, Class 50. capacity of the truss to truss connectors, and the manufacturer's license to fab irate " trusses utilizing the connector system proposed. The contractor shall approve 4. Anchor adhesives shall be either, SET -XP or AT -XP by Simpson Strong -Tie (with a fabrication and installation drawings showing size, Shape and layout. 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 a 8. Jobsite handling and erection, including temporary bracing, during installation f adhesive. CLIENT: trusses shall comply with TPI / WTCA BCSI 1 m BUCKY DAVIS ROOF COVERING::: .:. - 9. All prefabricated wood trusses subjected to uplift conditions shall be securely I astened I m PROJECT: to their supporting walls orbeams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering 40 PARADISE PRESERVE Connection Schedule. system. b 10. All able ends shall be balloon framed or braced in accordance with theapplicable 2. As halt shingles shall comply with ASTM D3161 and be installed according to the m JOB NUMBER: counrY: gp 9 p Y .................:....... s detail as shown in the structural drawings.manufacturer°s requirements. 3 SCALE. =1'-0" (U,O.N.) 11. Guardrails, handrails; and guard in -fill components (Balusters and Panel Filler) shall 3. Cla' and°tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation DO NOT SCALE THIS DRAWING 9 Y be provided by others. Manual;' and the manufacturer's requirements. d RELEASE DATE: 06-06-17 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum r iaterial 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according n REVISIONS: specifications: to the manufacturer's requirements. t i os -is -n LVL orParallam LSL m E=2,000,000 psi E=1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing m DRAWN BY: Fb=2,600 psi Fb=2,325 psi and valley material. [ . w CMF Fc =750 psi Fc =900 psi a CHECKED BY: FSS Fv=285 psi Fv=310 psi TITLE: OFFICE COI GENERAL NOTES Y SHEET 2 of 2 ii SHEET: S_2 ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 MONOL�TH�C P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com k"t�YpFL ER: 25846 � X: 444 its 91 • • a a SIMPSON, PE € FL PE No. 50791 COMMENTS` 3 E B SD -1 E 0 0 _ cn v CLIENT: BUCKY DAVIS PROJECT: 40 PARADISE PRESERVE CJ = SUGGESTED CONTROL JOINT JOB NUMBER: COUNTY: LOCATIONS (SEE DETAIL T " ON SD -2) a 17-0959 DUVAL' m SCALE: = 1'-0" (U.O.N.) DENOTES TWO STORY NFOOTING CONDITION DO NOT SCALE THIS DRAWING RELEASE DATE: 06-06-17 CONTRACTOR SHALL VERIFY ALL DIMENSIONS REVISIONS. 1 08-16-17 USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION '124" x 24" x 12" PAD FOOTING DRAWN BY: WITH (2) #5 EACH WAY (TYP) 21 CMF/BTC SEE DETAIL "E" ON SD 1/� COPY 0 �` ly , a CHECKED BY: FSS 0 I IV IV TITLE: FOUNDATION PLAN 2, - 1Q FINAL DRAWING ISSUE SHEET: S-3 '= NOTES 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2X6 SPF No.2 STUDS @ 16110 C FOR PLATE HEIGHT UP TO 10' 1 Y" U 0 N 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 NOTE. — SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 10'-1 Ye" - U.O.N. EACH REAR POST SHALL BE TREATED = = — 4x4 POST ON ABU44-Z POST BASE (2) x12 PORCH � 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) -U.O.N. BEA 0 (TYPICAL) NOTIFY ENGINEER OF ANY VARIATIONS. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z III TYPICAL ALL POSTS - (U.O.N.) III SEE DETAIL "F' ON SHEET SD -7 SD -7 III III SD_7 2 2x1a!2K ADER SW_3 SW 3_ 1J — — (2) 2x12 HEADER 2J 2K 2)JACKS MIN. I, NOTE: 4) 2x4 BUILT-UP (3)2x6 BUILT -UPS BEAM EXTENDS BELOW CEILING. CUT DOUBLE POST (MIN.) POST (MIN,) / PLATE TO FIT AND INSTALL MSTA36 FLAT s STRAP ACROSS JOINT CENTERED ON BEAM BM5 a o 1. INSTALL (1) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW. 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. 16' GARAGE DOOR SHALL BE RATED FOR MINIMUM DESIGN PRESSURE OF 23.3 psf± Y (2) JACKS- I � _ �. 2x6 FRAMED WALL MIN. o N N SW -31 I ........... ....................... 2x6 BUILT-UP z ui (5) 2x6 BUILT-OSTALIGNED WITH N [<W- �,6) NPOST (MITRUSS AD ABOVE V _ INSTALL SOLID BLOCKIN - H x N (2) 2x6 BUILT-UP BM4 BM1 BETWEEN FLOORS a N POST (MIN.) = NON-BEARING WALL - —�m— -PT o = BEARING WALL So I = SHEARWALLS FASTENED WITH m SOLID BUILT-UPA _ (2) 2x6 BUILT-UP 6"O.C. ON EDGES AND 12"O,C: CORNER (MIN.) �W �LNM .I ON INTERMEDIATE SUPPORTS. _SW -3 o SHEARWALLS FASTENED WITH POST (MIN.) m CLIENT: BUCKY DAVIS HEADER E — — _ — — (((K2)2x6 SC 7 SBS SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE 'SW -6" U.O.N. (2) x12 HEADER CONTINUOUS 1J 2K COUNTY: DUVAL SCALE: 1" = V-0" (U.O.N.) WOOD FRAMED HEADER LEGEND: TO CORNERUC410 711 SIZE OF HEADER N RELEASE DATE: d 08-16-17 ANGER 2 2x_ HEADER 'CONSTRUCT USING APA J K NARROW WALL METHOD WITH (2) 2x12 PORCH OTE: a CHECKED BY: FSS HEADER CONTINUOUS _ SEAM_ YPLCA �— ACTH POST SHALL BE TREATED _ — CROSS. RETURN WALLS — — — 4x4 POST ON ABU44-Z POST BASE SHEET: o S-4 SEE DETAIL "A" ON SD -8) STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "If" ON SHEET SD -7 NOTE: WALL LAYOUT - FIRST FLOOR THIS OPEN PORCH CEILING REQUIRES A MINIMUM %' SHEATHING. FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 wios PI/ I/7 Slap 0 orf NS No.Sp-j AL/ F i s PE ;91 SHEARWALL LEGEND: 3 = NON-BEARING WALL o = BEARING WALL So OFFICE COPY = SHEARWALLS FASTENED WITH m 8d COM (0.131 "x 2 X") NAILS @' 6"O.C. ON EDGES AND 12"O,C: W , ON INTERMEDIATE SUPPORTS. _SW -3 o SHEARWALLS FASTENED WITH a m CLIENT: BUCKY DAVIS 8d COM (0.131"x 2%") NAILS 3"O.C. ON EDGES AND 12"O,C, m PROJECT: ON INTERMEDIATE SUPPORTS. 40 PARADISE PRESERVE SBS SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE 'SW -6" U.O.N. t .JOB NUMBER; ' g 17-0959 COUNTY: DUVAL SCALE: 1" = V-0" (U.O.N.) WOOD FRAMED HEADER LEGEND: E ooNOT SCALE THIS DRAWING SIZE OF HEADER N RELEASE DATE: d 08-16-17 REVISIONS: 2 2x_ HEADER J K _ _ DRAWN BY; CMF/BTC QUANTITY QUANTITY OF JACKS OF KING STUDS a CHECKED BY: FSS TITLE - WALL LAYOUT 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.) FIRST FLOOR SHEET: o S-4 III NnTFs, ULSBERG JL JL ENGINEERING, INC. - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com 25846 of gyp' •r.. �.. � sy, a a„D7g1 a a � • r 442S ' Pool FL� b IMPSON, PE JA .:.....:........ ::.. ' : ' : m f „ FL PE No. 50791 MIN. ENrs. d CO a i[ 3 in `v .. - CO Z X ~ a a _ a cU) i cn I J j.. .. o _ o I SHEARWALL LEGEND: o o _ a� N :: _ _ - C” _ NG WALL 3 - a NON BEARI Z o -- -V----- o v = BEARING WALL m J m SW -6 d OFFICE COPY O SHEARWALLS FASTENED WITH 1 8d COM (0.131"x 2Y') NAILS 6"O.C. ON EDGES AND 12"O.C. .. ON INTERMEDIATE SUPPORTS 2x6 FRAMED WALL ¢ J y m CLIENT: SW 3 UCKY DAVIS 2 2x6 BUILT-UP N = SHEARWALLS FASTENED WITH O (6) 2x6 BUILT -UPM X 8tl COM (0.131 2Y') NAILS`@ POST (MIN.) POST (MIN.) N 3 0 C. ON EDGES AND 12"O.0 m PROJECT: PARADISE PRESERVE oON INTERMEDIATE SUPPORTS 02 601 s 10 56S SHEATH BOTH SIDES OF WALL JOB NUMBER: COUNTY: NOTE: - ---- 17.0959 DUVAL RED T THIS AT INDICATED SHEARWALL E BEARING BLOCK REQUI BEARIN POINT. _ 7W 7 - 7V - NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6"U.0 N LEGEND: 3 sCAL �" = 1'-O° (U.O.Nl.) Do Nor scALE THIs DRAwwc _ SEE DETAIL OR INFORMATION S pPLIED =HEADER WOOD FRAMED HEADER DATE: BY TRUSS�ESIGNENGINEER. SIZE RELEASE � 08-16-17 OF HEADER a REVSIONS: 2 2x_ HEADER ❑ — J J K QUANTITY QUANTITY m DRAWN BY:' w CMF/ OF JACKS OF KING STUDS a ;CHECKED BY: FSS NOTE: TITLE: WALL LAYOUT WALL LAYOUT - SECOND FLOOR ALL WOOD FRAMED LOAD BEARING HEADERS _ SECOND FLOOR SHALL BE MINIMUM (2) 2X6 NO.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND SHEET: (1) KING STUD AT EACH HEADER (U.O.N.) r S-5 O O O O O O O O O ca LJ LJ E-3 Li I I 2x8 LEDGER w/ (5 0.131" x 3" NAILS AT EACH VERTICAL TRUSS END Uf N N M M �. O O O O O O O u - O E3 .1 L ,..: BI F16 F06 F06........................................... F06 F06 F06 HT EF HTS24 AT F06 BEAM BM4 ¶jM BM1 — —)Ilm nTFI�T 0 0 0 0 0 (=> 0 0 0 0 it ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 21 www.Hulsber En ineering.com F l{! 46 o E E ��♦� ��`�(-i+L {{p � °010°° 1i ,,'4'i�. 2.5T AT EACH . �j 1, •Oct , o CANTILEVERED 3 %� A°°• °II =� u- LL FLOOR TRUSSga ° r a i, 0 FLOYDIMPSON, PE TRUSS CONNECTORS TRUSS ID LEFT INTERMEDIATE RIGHT 1) ALL TRUSS CONNECTORS ARE BASED ON 3 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS ALL OTHER TRUSSES (ROOF) H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 CO MENTS F09 F08 F 8F12 — - --2x8 LEDGER w/ (5) 0.131" x 3" NAILS AT EACH VERTICAL L L 'Ll I O O O O O O O O ,d O O oto 0 0 0 0 0 0 to LOWER ROOF LAYOUT L it PROJECT 40 PARADISE PRESERVE r JOB NUMBER: COUNTY: g 17.0959 DUVAL R SCALE: /" =1'-O" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 08-16-17 REVISIONS: DRAWN BY: CMF/BTC CHECKED BY: FSS TITLE: oFFI� COPY LOWER ROOF LAYOUT [�+= a SHEET: S-6 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON 3 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS E F11 SHALL BE DISREGARDED. F09 F08 F 8F12 — - --2x8 LEDGER w/ (5) 0.131" x 3" NAILS AT EACH VERTICAL L L 'Ll I O O O O O O O O ,d O O oto 0 0 0 0 0 0 to LOWER ROOF LAYOUT L it PROJECT 40 PARADISE PRESERVE r JOB NUMBER: COUNTY: g 17.0959 DUVAL R SCALE: /" =1'-O" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 08-16-17 REVISIONS: DRAWN BY: CMF/BTC CHECKED BY: FSS TITLE: oFFI� COPY LOWER ROOF LAYOUT [�+= a SHEET: S-6 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS _ F11 SHALL BE DISREGARDED. F1113 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. F11 DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR " APPROVAL BY THE ENGINEER OF RECORD AND THE F10 CONTRACTOR. - F09 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED - F09 AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. - F09 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS F09 WHEN USING SDWC SCREWS. m CLIENT: BUCKY DAVIS F09 F09 F08 F 8F12 — - --2x8 LEDGER w/ (5) 0.131" x 3" NAILS AT EACH VERTICAL L L 'Ll I O O O O O O O O ,d O O oto 0 0 0 0 0 0 to LOWER ROOF LAYOUT L it PROJECT 40 PARADISE PRESERVE r JOB NUMBER: COUNTY: g 17.0959 DUVAL R SCALE: /" =1'-O" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 08-16-17 REVISIONS: DRAWN BY: CMF/BTC CHECKED BY: FSS TITLE: oFFI� COPY LOWER ROOF LAYOUT [�+= a SHEET: S-6 ROOF SHEATHING 2x4 LOOKOUTS @ 24" O.C. 2x6 SUB -FASCIA 2x4 LOOKOUTS @ 48" O.C. O ❑ H2.5A CLIP AT OUTLOOKER COMMON TRUSS %6 RATED SHEATHING BALLOON FRAME WALL Q o o a o o a a a 0 0 0 0 0 0 o Q ¢ / 2ND FLOOR CEILING / 2x6 LE DGER- I . W -.. \.. 0 2E 0 \ / LL cn Z LL o • 0 0 0 0 0 0 � O cf)0 Cf r o 0 0 0 0 0 0 0 0 o m. m, m m m m m a --J p D O Z m m m m m m m m m m a a a a LL a a F- -� � o a ¢.. a .'. a W m Q s BLE END SECTION - GA QU) J .. I " W Q W Q j W Q - '. .I ... F- JQw LLj i n: ui zl0wu I. .'. I I • . it . , TRUSS CONNECTORS I ... TRUSS 10 LEFT INTERMEDIATE RIGHT IL j II' 602(2) H2.5T HTT5 (2) H2.5T j TT5'11 OLD WN (2) H2.5T (2 H2.5.: "TH EAD D R 02 H2.5T OR H2.5T OR H2.5T OR - ALL OTHER TRUSSES SDWC 15600 SDWC 15600 SDWC 15600 j NOTE..'.: CO2 N ALL. TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT" ` X UES 'N TRUSS ENGINEERING DOCUMENTS -- = 0,. .0.° r i SHALL. BE DISREGARDED. L I i LADDER FRAME BETWEEN DOUBLE PLATE AND 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM GIRDER TRUSS WITH 2x4 BLOCKS @ 24 O.C. SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. (2 - 0.131"x3" TOENAILS AT EACH END) -�j DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR —� cs APPROVAL BY THE ENGINEER OF RECORDAND THE L — o Z. CONTRACTOR. a3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED a F AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR UPPER ER ROOF LAYOUT m o APPROVAL OF THE ENGINEER OF RECORD. -i Lu ca cWi) 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL, 32258 P: 90; �,A4" 9p,4.260.4367 Is fil�yom 7 _ 3 ; . c • t r7 * = Of 08-16-17 T FLOYD S. SIMPSON, PE (2) 0.131" x 3X" NAILS m FL PE No, 50791 AT EACH STUD a COMMENTS: ig f 3 E E 3 CLIENT: BUCKY DAVIS PROJECT: 40 PARADISE PRESERVE " JOB NUMBER: COUNTY - 17.0959 DUVAL SCALE. Y81,_ , 3. DO NOT SCALE THIS DRAWING RELEASE DATE ' 08-16-17 REVISIONS: =DRAWN BY: CMF/BTC CHECKED BY: FSS TITLE: UPPER ROOF LAYOUT OFFICE COPY SHEET: 7 0 GARAGE DOOR NOTES 1. INSTALL U MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER, NAIL STRAP INTO HEADER AND JACKS BELOW: 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergE ineedng.com F ORL{u 25846 O: NN tai a ° r L - FL PE No. 50791 COMMENTS: s 3 E 75/7 T 75 HTT5 HTT5 d OLDOWN .....HOEDOWN HOLDOWN. HOEDOWN OFFICE COPY AN HOR BOLTS @ 24" O.C. HTT5 - BM4 N SD 5 HT — - _ — — —-HOLDOV HTT5 HOLDOWN'-CONSTRUCT USING APA/ NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -8) HOLDOWN NOTE: w %" ROD FROM SDWC SCREWS MAY BE USED E -DOWN ABOVE IN LIEU OF SSP / DSP AT STUD CLIENT: (8".MIN. EMBED) z o TO PLATE CONNECTIONS PER BUCKY DAVIS co SIMPSON LITERATURE PROJECT 4TT5— HOL0LDOWN E III SD -7 III HUC410 HANGER TIE -DOWN LAYOUT - FIRST FLOOR 40 PARADISE PRESERVE JOB NUMBER: COUNTY: 17-0959 DUVAL 3 SCALE. %" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 08-16-17 NOTE. it THREADED ROD LEGEND: ' EACH REAR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) ` STRAP POST TO EACH BEAM ABOVE III DRAWN BY: CMF/BTC WITH (1) H6 -Z CLIP OR (1) MSTA24-Z III CHECKED BY: FSS WITH (1) H6 -Z CLIP OR (1) MSTA24-ZO = s THREADEDa ROD FROM TYPICAL ALL POSTS - (U.O.N.) FOUNDATION TO UPPER SEE DETAIL "F" ON SHEET SD -7 FLOOR DOUBLE' PLATE. TYPICAL ALL POSTS - (U.O.N) III (4" MINIMUM EMBEDMENT REQUIRED) SEE DETAIL 7" ON SHEET SD -7- FIRST FLOOR E III sHEEr: s E ^ �1 J —8 SD 7 III SD -7 v HTT5 — — HOLDOWN "�7LST A18 AT - H LDOWN EACH SIDE OF N HEADER HTT5 SD -5 HOLDOWN MSTA24 AT = EACH SIDE OF HEADER HTT5 HOLDOWN :.. BM5 GARAGE DOOR NOTES 1. INSTALL U MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER, NAIL STRAP INTO HEADER AND JACKS BELOW: 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergE ineedng.com F ORL{u 25846 O: NN tai a ° r L - FL PE No. 50791 COMMENTS: s 3 E 75/7 T 75 HTT5 HTT5 d OLDOWN .....HOEDOWN HOLDOWN. HOEDOWN OFFICE COPY AN HOR BOLTS @ 24" O.C. HTT5 - BM4 N SD 5 HT — - _ — — —-HOLDOV HTT5 HOLDOWN'-CONSTRUCT USING APA/ NARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -8) HOLDOWN NOTE: w %" ROD FROM SDWC SCREWS MAY BE USED E -DOWN ABOVE IN LIEU OF SSP / DSP AT STUD CLIENT: (8".MIN. EMBED) z o TO PLATE CONNECTIONS PER BUCKY DAVIS co SIMPSON LITERATURE PROJECT 4TT5— HOL0LDOWN E III SD -7 III HUC410 HANGER TIE -DOWN LAYOUT - FIRST FLOOR 40 PARADISE PRESERVE JOB NUMBER: COUNTY: 17-0959 DUVAL 3 SCALE. %" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 08-16-17 it THREADED ROD LEGEND: ' REVISIONS NOTE: EACH FRONT POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE STRAP POST TO EACH BEAM ABOVE • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) ` DRAWN BY: CMF/BTC CHECKED BY: FSS WITH (1) H6 -Z CLIP OR (1) MSTA24-ZO = s THREADEDa ROD FROM TYPICAL ALL POSTS - (U.O.N.) FOUNDATION TO UPPER SEE DETAIL "F" ON SHEET SD -7 FLOOR DOUBLE' PLATE. i TITLE: TIE -DOWN LAYOUT (4" MINIMUM EMBEDMENT REQUIRED) - FIRST FLOOR ❑ = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE sHEEr: s ^ �1 J —8 v ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 21 ����ua►JV.4MUk�6tl� eering.com FL 25846 AVE °°°°°• !•��4s p��, S SSP TOP & BOTTOM @ 16" O.C. & y" x 4%" SDS SCREWS THROUGH SHOE PLATE INTO EACH INTERSECTING = a r SEE DETAIL "G" ON SD -7 FLOOR TRUSS BELOW = - .j /7 oF cc e T" 0. slZ.r 010 °e' P -e° O .. .. 3 pe��i x �Ye �a !tlg41�11:����j1 D .. N .......... F 08- -1 ;? LOY I SON, PE FL PE No. 50791 SD 5 OMMENTS: O s CV _` O E M 0 LL c Z " (n. .. LLQ E O......... ..................... ... w 1.L m _ ui co R 2) CS16 STRAPS BETWEE v Lu:: FLORS ALIGNED:: z w/ H0 DOWNS BEL01(V, a U p o : - z C/) a oC/)t- - a ........ .. - m : CLIENT 3 BUCKY DAVIS HTT5 HOLDOWN ON %" LSTA18 AT ROD AT TRUSS GIRDER EACH SIDE OF m PROJECT. 02 HEADER 40 PARADISE PRESERVE 601 - tJOB NUMBER: COUNTY: - 17-0959 DUVAL 0 c SCALE: SSP OFFICE COPY )/8" _ �' 0" (U.O.N.) �I PLATE AND (2) DO NOT SCALE THIS DRAWING SSP AT TOP & CS16 TO WALL7/ CS16 RELEASE DATE: BEAM / GIRDER BELOW @ 32" O.C. BETWEEN 08-16-17 REVISIONS: FLOORS THREADED ROD LEGEND: J • = s" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. DRAWN BY: (4" MINIMUM EMBEDMENT REQUIRED) CMF/BTC OCHECKED BY: • = 8" THREADED ROD FROM FSS FOUNDATION TO UPPER TITLE TIE -DOWN LAYOUT - SECOND FLOOR FLOOR DOUBLE PLATE. - TIE -DOWN LAYOUT (4" MINIMUM EMBEDMENT REQUIRED) - SECOND FLOOR SHEET: ❑ = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE S �g 0 BRICK VENEER WITH 1" AIRSPACE lJ L SB ER AND WALL TIES(1) VENEER WITH 1"AIR X (1) #5 CONT. a HENGINEERING, INC. SPACE AND WALL TIES :5EFILL JOINT WITH ELASTOMERIC SILL PLATE 11481 OLD ST AUGUSTINE RD., SUITE # 202 CONT. FLASHING; PROVIDE WEEP HOLES cli m CONT. FLASHING; PROVIDE SILL PLATE JOINT FILLER `' HEIGHT OF CURB VARIES (8" JACKSONVILLE, FL. 32258 GROUT AIR SPACE BELOW FLASHING x WEEP HOLES @ 33"O.C. CONCRETE SLAB 6' MIN. MAX.) _ P: 904 401 F: 904.260:4367 SILL PLATE a wyaw Hull, ineenngmm GROUT AIR SPACE BELOWoo CONCRETE SLAB N SILL FLASHING GRAD CONCRETE SLAB pA ' MBER:25846 ✓ -�- z PLATE\\x\� CONCRETE SLAB �\�\\\% �,a��F.=j, Gqp \\/ \\/\\//\\/ y p� j�;.... #5 CONT, � 8 CMU STEMWALL WITH 1 #4 48"O.C. NGRAD z r\/\/j /\/\ i f . • £ `�` • • y //� a p !/ // C� • ��G •� �i_ AND IN EACH CORNER. // /i � /\/i ! ; 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. - / 5� mom' / • \�/j % FILL CELL SOLID AT EACH #4 REBAR. AND IN EACH CORNER: z , icy-��j� \ \// HOOK REBAR 12 INTO UPPER COURSE \i,� \\//\\// /\\//\\/ N Ep // •//�/ FILL CELL SOLID AT EACH #4 REBAR. � � � • . � \ \ � /\ \ \/\/ e \ \ \ / / OF BLOCKS AND 6"1NT0 FOOTING.44j i - • s V// jV/� �A �� o HOOK REBAR 12" INTO SLAB AND 6" INTO / /\/\/ /\\j\\j 6 1' 0" ONE STORY 2 #5 CONT. (� e cc Y v// / vvvi/� 1' 4�, TWO STORY (2) #5 CONT. .• 1 e FOOTING. �5 /�?//i�/. �%� I A •e ,I��`"� ��E/s 6„ 1 8" ONE STORY (2) #5 CONT. a �. °f % ` •;C C3RJ`.•°•4 V-8" ONE STORY - 2 #5 CONT. 1'-5" ONE STORY - 3 #5 CONT.- ''', i` • • °° � •c`� TWO STORY - (3) #5 CONT. 1'-9" TWO STORY- (3)—#5 CONT. 1-8" TWO STORY (3) #5 CONT. 0 }� ON, PE SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE m FL PE No: 50791 SD- 1NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT 6D 1 NOTE. IF STEMWALL HEIGHT EXCEEDS 48" CONTACT a COMMENTS ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. a r A CONCRETE SLAB SILL PLATE N CONCRETE SLAB - SILL ----- I PLATE CONCRETE SLAB G \\\/ \\\�f\�\/\/\ ; CONCRETE SLAB RAISE \\ \ �/ ���\\� GRADE GRADE \ \ \ \ \ \ GRAD r /. 1 \\\ (1) #5 CONT. n\\�o \j \ \\/\\j\ 1 #5 CONT. STEMWALL WITH 1 #4 48"O.C. \\/\\ O CMU ST O @ /ii\\ii c/�///ADD 8 x 16 CMU TO INSIDE OF r \\ o\/\\ AND IN EACH'CORNER. \ \ ® \ t� /i\/i r" /\/\i /r\ • //\\/\\\// STEMWALL AT POST LOCATION / • // / FILL CELL SOLID AT EACH #4 REBAR. \'/\\//\\/\ \/\ WITH (1)#4VERTICAL INEACH '/r/ / w�j,✓' FOOTING. 12" INTO SLAB AND 6" INTO w� �� �w�iv�A�/ �����w a\,/i� (AS NOTED) REINFORCEMENT (AS NOTED) 6„ 1, Q„ ONE STORY - (2) #5 CONT. \/�/,., V-8" ONE STORY - (2) #5 CONT. 1' 4" TWO STORY - (2) #5 CONT. 4—AS NOTED REINFORCEMENT (AS NOTED) T-8" TWO STORY (3) #5 CONT li B SECTION - STEMWALL SECTION - MONOLITHIC SECTION,- PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT THICKENED EDGE N COPY 8D_1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD 1 NOTE IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS: RIGINE:ER FOR ADDITIONAL REQUIREMENTS. I _ BRICK VENEER WITH 1" AIR SPACE ` £ ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD -2) " m CLIENT: AND WALL TIES BUCKY DAVIS CONT, FLASHING; PROVIDE WEEP HOLES I STHD14 STRAP NAILED TO @ 33"O.C. BRICK VENEER WITH V AIRSPACE I _ GARAGE DOOR POST. m PROJECT: AND WALL TIES � < PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING GROUT AIRSPACE BELOW FLASHING a co ' DOOR POST. BEND STRAP INTO AS SHOWN. s 40 PARADISE PRESERVE 0 a CONT. FLASHING; PROVIDE WEEP z u- FOOTING AS SHOWN. 9 (1) #5 CONT. : 0 I SILL PLATE HOLES @ 33"O.C. 0 w 1 z a JOB NUMBER: COUNTY: r FILL JOINT WITH "' 6" MIN. GROUT AIR SPACE BELOW FLASHING Co W 59 - JOINT FILLER SILL ❑ �co Ln w W scnuE HEIGHT OF CURB VARIES (8"MAX.) _ z 0 0 %" = V-0° (U.O.N.) PLATE -- #4 WITH 6" HOOK INTO FOOTING cl)a E CONCRETE SLABLu \, 0 Z _ — AND BENT MINIMUM INTO ooNOT SCALE THIS DRAWING CONCEDGE. RELEASE DATE: SLAB GRADTHICKENED GRAD µ 06-06-17 WALL WITH 1 #4 48"O.C. o z', i ~ GRADE r REVISIONS: 8' CMU STEM O @ 08-16-17 'o -o \\ �\AND INEACH CORNER.. RAD / / GE FILL CELL SOLID AT EACH #4 REBAR. v v/ HOOK REBAR 12" INTO UPPER COURSE yvr„��yv��jvv�vv�vAr y�v� g v� / / ���j/v�� m DRAWN BY: w �!iv /V�/���!%� OF BLOCKS AND 6„ INTO FOOTING. 5v�A�y�/vA/� / —° vv/ �wvA/�VA CMF 6„ 1 5' ONE STORY - (3) #5 CONT. v,v v v v y y v v v v/v��wivvivvivvivvivviwvirvvivyiyy/vvivvivviyvi��� a CHECKED BY: 1' 9 TWO 3 #5 CONT //i // y/ /j /j /j /j /j�/j /j//i NOTE:\ FSS 1' 8 ONE STORY (2)#5 CONT O L 6” M1N: \ ,\/\\/\\/\\/\\/\\/ \//\/r�/, TWO STORY (3) #5 CONT `/' REINFORCEMENT IS NOT REQUIRES' TITLE: TO PASS THROUGH SLOTS IN STRAP. _ FOUNDATION DETAILS SHEET 1 of 2 DETAIL PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC SECTION -.STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK F (STEMWALL) _� SHEET: 5D-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: 1F STEMWALL HEIGHT EXCEEDS 48"CONTACT C D ENGINEER FOR ADDITIONAL REQUIREMENTS: ENGINEER FOR ADDITIONAL REQUIREMENTS. J _ — — SHOWER AREA I L SHOWER AREA "--' MONOLITHIC FOOTING (2) MSTAM36-Z STRAPS T TT R V L S B ERG � NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC. — WITH (13) tOtl COM NAILS11481 OLD ST. AUGUSTINE RD., SUITE # 202 8" CMU STEMWALL3" MAXIMUM OVERHANG JACKSONVILLE, FL. 32258 FORM EDGE (OPTIONAL) < N o FASTEN STRAP TO FOUNDATION P: 904.886 2401 F: 904.260.4367 d www.HulsbergEngingdting.com PLAN VIEW CONCRETE SLAB a WALL WITH ((8 /a" x 2Ya" CONCRETE ) SCREWS INTO MASONRY OR . R: 25846 PLAN VIEW E(8)A x 1 Xa" CONCRETE o RE" WS INTO CONCRETE. E .� _k� ,o• N •�� ®e �•� \\\ #5 CONT. �j\\\ POWERSCONCRETAPPER" WITH PERMA SEAL FINISH EQUAL. I 1 6" MIN. (1) #4 CONT. GRADE- \j�1) /\\//\�//\\ CMU STEMWALL WITH #4 OR a HEIGHT OF CURB VARIES SILL a SILL 1) #4 CONT. .8 (1) @ % ° \/\\/\\ 48' O.C. AND IN EACH CORNER. = _ . STRAP SHALL BE COVERED WITH SIDING OR STUCCO rf 2 • OT.o PLATE CONCRETE SLAB N PLATE HEIGHT OF CURB VARIES 8" ( MAX.)) ca = , \/ \// FILL CELL SOLID AT EACH #4 // s \//`/% \\/ \�!% "� e r. m s z 6" MIN. = GRAD CONCRETE SLAB \\ \ j REBAR. HOOK REBAR 16" INTO \ \\ \\ \\/ PORCH SLAB AND 6' INTO / \\i\ //. \ \ FOOTING• \, \ / //\/j\ \j\j ` ` NOTE: THIS DETAIL MAY BE SUBSTITUTED FOR EITHER THE PA51 STRAP (STEMWALL) ,p •bA _ ,4;m� ,'' r` , e ,'� (• , ; GRAD OR �R�e v!` (2) #5 CONT THE STHD14 STRAP (MONOLITHIC). m ` FLPE No. 50791 PE 8" CMU STEMWALL WITH (1) #4 @ 48"0 C. o a COM NTS/ AND IN EACH CORNER. #4 REBAR. L SECTION -PORCH STEMWALL R DETAIL - EMBEDDED STRAP ALTERNATE _ FILL CELL SOLID AT EACH HOOK REBAR 12" INTO SLAB AND 6" INTO / \jj/\\j/ \, / v NOTE:IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD - 2 FOOTING. 6 ENGINEER FOR ADDITIONAL REQUIREMENTS. 1'-0" ONE STORY - 2 #5 CONT. W NOTE: 1-8" ONE STORY - (2) #5 CONT. V-4" TWO STORY - (2) #5 CONT. E 1' 8" TWO STORY - (3) #5 CONT. SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION`- MONOLITHIC AT EXTERIOR WALL SHOWER NOT To BE DAMAGED DURING THE CUTTING PROCESS. G CONCRETE SLAB (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. \` FILL CUT WITH 1" DEEP xYa" WIDE SAW ELASTOMERIC CUT AT DENOTED o SILL CONCRETE SLAB CONCRETE SLAB % GRAD /\ \ \/ ,�1) #5 CONT. j X\/ j\`` ;/�/\\jj 8" CMU STEMWALL WITH (1) #4 @ /e /\��\j�\/48" FILLER LOCATIONS. a 3 W PLATE C. AND IN EACH CORNER. ----- -�-�- / q FILL CELL SOLID AT EACH #4 D\�/ /i REBAR: HOOK REBAR 16' INTO j\v\\\/\ j/ PORCH SLAB AND 6' INTO FOOTING a f �%V m OFFICE COPY CONCRETE SLAB-/ (2) #5 CONT 1'-4" ONE STORY 2 #5 CONT 1' 0., (1) #5 CONT. a CLIENT: V-8" TWO STORY - (3) #5 CONT M SECTION- PORCH STEMWALL WITH BRICK T SECTION - TYPICAL SAW -CUT CONTROL JOINT BUCKY DAVIS H SECTION - INTERIOR BEARING SECTION - THICKENED EDGE sD-2 NOTE IF STEMWALL HEIGHTEXCEEDS 48" CONTACTSD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. CK -2 m PROJECT: 40 PARADISE PRESERVE JOB NUMBER: COUNTY: DUVAL TREATED POST SCALE:= BEARING POST (AS NOTED) 1'-0" (U.O.N.) CURB HEIGHT VARIES SILL CONCRETE SLAB CONCRETE SLAB CONCRETE SLABABU_ POST BASE WITH PAVERS BY OTHERS 5" GALV. ANCHOR EMBEDDED e o DO NOT SCALE THIS DRAWING d RELEASE DAT PLATE CURB HEIGHT VARIES 12" (SET XP ADHESIVE) 06-06-17 REVISIONS: cr LL a`\/`%/ h%`/%/`\\ \ \\ /\ j-- `i, r\ i, ' 8" TALL, 12" SQUARE GROUTED .. ; CMU OR CAST -IN-PLACE CONCRETE PEDESTAL ON 24"X 24"X 12" PAD 08-16-17 DRAWN BY: ` CMF \ \ \ \ CHECKED BY: FSS AS NOTED REINFORCEMENT AS NOTED ( ) 8" 1 #4 CONT. O 2 FOOTING WITH (2) #5 EACH WAY TITLE: m FOUNDATION DETAILS ONE STORY 2 #5 CONT TWO STORY - (3) #6 CANT m SHEET 2 of 2 SECTION BEARING STEPDOWNP SECTION - INTERIOR BEARING PAD FOOTING a SECTION - NON-BEARING STEPDOWN DETAIL - PAD FOOTING AT PAVERS rSHEET: %n D J - SD 2 SD SD -21,, SD -2 0 ULSBERG ENGINEERING, INC. ROOF COVERING (BY OTHERS) ROOF TRUSSES - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE, FL. 32258 CORNICE DETAIL I P: 904.886,240 904.260.4367 DOUBLE PLATE (BY OTHERS) www.Hulsbe gineedng.com s " t0 { 'UMBER: 25846 NUT WITH 2"x 2"x16° WASHER / ALTERNATE: SIMPSON LBPS% SLOTTED E " �Q.•°...aNS 0 WASHER WITH 1" WASHER.a t•••Q 9 X"0 THREADED ROD / %6" l%2" oP ` Y FjtJ� OR RATED SHEATHING, EXPOSURE I - SHINGLE ROOF SIMPSON X"O x 6" TITEN HID OR SIMPSON %" O x 6 4" TITEN HD ROD COUPLER 2x_ No.2 SPF OR No. 2 SYP _ / RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF '%2" RATED SHEATHING, EXPOSURE I - METAL ROOF a 1 rf a 2" THREADED ROD SET IN ADHESIVE OR!" THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH (2) 0.131 x 3Ya FASTEN WITH 0.113" x 2 %° RING SHANK 's o J"® t`G ®F � " ` WITH MINIMUM 4" EMBEDMENT MINIMUM 4" EMBEDMENT WITH NUT & 1" ENDNAILS AT TRUSS (U.O.N.) NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. = : J 1 �`' ,_' !4 � WITH NUT & 1" WASHER WASHER GYPSUM BOARD V®®mmefi �I 0� OR nCONNECTOR AT EACH TRUSS II L (SEE TRUSS CONNECTION SCHEDULE) r res.FLOYD�{ (2) 2x_ SYP 12 DOUBLE PLATE (U.O.N.) - M�PSON, PE DETAIL ANCHOR BOLT DETAI - THREADED ROD ASSEMBLY FL PE No. 50791 COM EN S: c - GYPSUM BOARD SD -3 %s" RATED SHEATHING, EXPOSURE L -" FASTEN WITH 0.131" x 2Y2" NAILS @ 6"O.C. ON s EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) ' 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) NUT WITH 1" CUT WASHER a 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM E ROOF COVERING (BY 0TH RS) BOARD WITH 0.131"x 34- NAILS @ 6"O.C. m ROOF TRUSSES CORNICE DETAIL 2X2" RATED STURD-I-FLOOR (T&G) SHEATHING m (BY OTHERS) I GLUED AND NAILED. FASTEN WITH 0.131" x 2Y2" RING o / SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE a / FIELD. FLOOR JOIST (I -JOIST SHOWN, SAWN JOIST SIMILAR - SEE SECTION "C" ON d SD -4 FOR OPEN WEB TRUSS) ' 16' OR 1/32' RATED SHEATHING, EXPOSURE I - SHINGLE ROOF W " RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF GYPSUM BOARD 2x_ No.2 SPF OR No. 2 SYP _ 1/3 " RATED SHEATHING, EXPOSURE I - METAL ROOF a SUBFASCIA WITH (2) 0.131"x 3Ya" FASTEN WITH 0.113" x 2 X' RING SHANK RIM BOARD ENDNAILS AT TRUSS (U.O.N,) NA LS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH (2) 0.131"x 3X" TOENAILS OFFICE C 0 PY GY SUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) 9 CO NECTOR AT EACH TRUSS (SE E TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH m CLIENT: BUCKY DAVIS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) 0.131"x 34" NAILS @ 8"O.C. APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLY SHEATHING HORIZONTALLY FOR STUCCO GY SUM BOARD APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 THREADED COUPLING AS REQUIRED it PROJECT. APPLICATIONS, EXCEPT THAT 7/16" STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE GYPSUM BOARD RATED OR 15/ 32 RATED SHEATHING MAY 2x SPF #2 STUDS @ 16 0 C - U.O.N (SEE WALL LAYOUT) INSTALLED VERTICALLY 2 40 PARADISE PRESERVE INSTALLED VERTICALLY. 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) o — RATED SHEATHING, EXPOSURE L %6" RATED SHEATHING, EXPOSURE L JOB NUMBER:COUNTY: I_ FASTEN ED NOTE:, SILLPLA"TESONEXTERIORWALLS (U. WITH 0.131" x 2Y2' NAILS @ 6"O.C. ON ES AND 12"O.C. ON INTERMEDIATE SUPPORTS. .N.)(BLOCKALLEDGES) �— NOTE: I SILL PLATES ON EXTERIOR WALLS � FASTEN WITH 0.131" x 2Y2" NAILS DI 6"OC ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK EDGES) " 09 _I DUVAL 3 SCALE: o -V'O (U.O.N.)_ � a DO NOT THIS DRAWING SHALL BE ANCHORED BY THREADEDSHALL TH READIED ROD ASSEMBLY AT BE ANCHORED BY THREADED SCALE � RELEASE DATE: RODS SUPPLEMENTED BY ADDITIONALNC ED SPACING (SEE DETAII "C' RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT ANCHOR BOLTS AS REQUIRED TOTH S SHEET) ANCHORBOLTS AS REQUIRED TO NOTED SPACING (SEE DETAIL "C" 08-16-17 a REVISIONS: MAINTAIN MAXIMUM 48"O.C. SPACING MAINTAIN MAXIMUM 48'O.C. SPACINGTHIS SHEET) t (U.Q.N.) (U.O.N:) 2x TREATED SYP #2 SILL PLATE WITH ANCHORS INSET WALLYz(S " FOR STUCCO E DETAIL 'C' THIS SHEET) INSET WALLY2' FOR STUCCO 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS m m DRAWN BY: CMFIBTC APPLICATIONS APPLICATIONS (SEE DETAIL "C" THIS SHEET) CHECKED BY: FSS a SEE FOUNDATION DETAILS TITLE: SE FOUNDATION DETAILS FRAMING DETAILS B SECTION -TYPICAL EXTERIOR TWO STORY WALL _ SHEET I of 3 A SECTION - TYPICAL EXTERIOR ONE STORY WALL so -3 - 2 SHEET: SD -3 n SD -3:::i 0 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND BOARD WITH 0:131"x 34' NAILS @ 6"O.C. BAND BOARD OPEN WEB TRUSS SHEATHING CONTINUOUS FROM BAND BOARD TO UPPER PLY OF DOUBLE PLATE. FASTEN WITI- EDGE NAILING REQUIREMENTS OF UPPER WALL TOENAIL TRUSS TO PLATE WITH (2) 0.131"x 34" NAILS DOUBLE PLATE (U.O.N.) SECTION - TYPICAL OPEN WEB FLOOR TRUSS SD -4 UPLIFT CONNECTOR (AS NOTED) -2x4 SPF BLOCKING- NAIL WITH (2) 0.131"x 3Y" NAILS AT EACH END (END NAIL OR TOENAIL) / TRUSS BOTTOM CHORD NAIL PORCH SHEATHING AS NOTED EXTERIOR FRAMED WALL ij, D a SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS E TRUSS (AS NOTED) 2x4 SPF NAILER- NAIL TO TOP PLATE WITH 0.131x 34' NAILS @ 6"O.C. I NAIL PORCH SHEATHING AS NOTED EXTERIOR FRAMED WALL u,_), E SECTION - EXTERIOR WALL PARALLEL TO TRUSS s� )-4 —NAIL SCAB TO TOP CHORD WITH (4) 0.131"x 3%" NAILS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT (3) 0.131"x 3Ya" NAILS TYPICAL AT EACH TRUSS —2x4 X -BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH (3) 14 0.131"x 3Ya" TOENAILS TRUSS (AS NOTED) 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE PLATE WITH 0.131"x 34' NAILS `@ 4"O.C. DOUBLE PLATE MINIMUM %6" RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT (BLOCK ALL EDGES) SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS a SECTION ONLY APPLIES WHEN REFERENCED NAIL EACH END OF BLOCKING TO BOTTOM CHORDS WITH (3) 0.131"x 3'/a" INSTALL 2x4 BLOCKING BETWEEN TRUSS BOTTOM CHORDS @ 12"O.C. BOTTOM CHORD OF TRUSS NAIL EACH BLOCK TO DOUBLE PLATE WITH (3) 0131 "x 3'/a" NAILS DOUBLE PLATE MINIMUM %6" RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT (BLOCK ALL EDGES) 1 SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS a THIS SECTION ONLY APPLIES WHEN REFERENCED —SILL PLATE (BELOW) 2x_ CORNER FRAMING FULL HEIGHT STUDS (TYPICAL) (2) ROWS OF 0.131"x 34' NAILS @ 12"O.C. STAGGERED (TYPICAL) 2x6 OR 2x8 FRAMED WALL SILL PLATE (BELOW) 2x4 CORNER FRAMING FULL HEIGHT STUDS MINIMUM OF (3) 2x4 BLOCKS 12" LONG NAILED r WITH (4) 0.131"x 34' NAILS TO EACH ADJACENT STUD ALTERNATE. INSTALL SOLID STUD IN THIS SPACE i 2x4 CORNER FRAMING FULL HEIGHT STUD (2) ROWS OF 0.131"x 3'/a" 2x4 FRAMED WALL NAILS @ 12"O.0 SECTION - TYPICAL FRAMING AT 90' CORNERS SD -4 METAL CONNECTOR REQUIREDMETAL CONNECTOR (SEE CONNECTION SCHEDULE) ...... - NOT REQUIRED DOUBLE PLATE _- DOUBLE PLATE 2x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"0 C. TZ THREADED ROD ASSEMBLY OR CONCRETE 10d CUT NAIL QUICK -TIE AT NOTED SPACING @24"O.COR'x34"TAPCON SCREW @ 32"0: C. 2x TREATED SYP #2 2x TREATED SYP #2 SILL PLATE SILL PLATE ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE# 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.26V4367 at • NQ.5701 :� r — ■ a o I* - At OF �44tt►lIIQ$1b/1 ,,FLOYD S. SIMPSON, PE r� FL PE No. 50791 OFFICE COPY UPLIFT (ROOF) -RODS OR QUICK -TIE FLOOR LOAD ONLY OR ROOF WITH UPLIFT RELEASED m CLIENT: 3 RI lrwv neule METAL CONNECTOR OR METAL CONNECTOR BLOCKING REQUIRED (AS NOTED) (AS NOTED) r SIMPSON SDWC 15600 SCREW @32'OC.-U.O.N. �L DOUBLE PLATE DOUBLE PLATE SHEATHING (AS NOTED) 2x SPF #2 STUDS @ 16"O.C. SIMPSON SDWC 15450 SCREW 2x SPF #2 STUDS '@ 16"O.C. @ 32"O.C. - U.O.N. ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 SPACING (48" O.C. MAXIMUM) SILL PLATE 2x TREATED SYP #2 ANCHOR BOLTS AT NOTED SILL PLATE PACING 132" O.C. MAXIMUM) SHEARWALL UPLIFT (ROOF) - SCREWS SECTION - INTERIOR WALL CONDITIONS (BEARING AND/OR SHEARWALL) sn-4 PROJECT: 40 PARADISE PRESERVE JOB NUMBER: COUNTY: 17-09 r SCALE: Y8" =1,,0, (U.O.N.) DO NOT SCALE THIS DRAWING 2ELEASE DATE: 08-16-17 DRAWN BY: CMF/BTC CHECKED BY: FSS TITLE: FRAMING DETAILS SHEET 2 of 3 SHEET: SD -4 (TYPICAL DOUBLE PLATE SPLICE) TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE) JOINT IN LOWER PLATE 48"MINIMUM SPLICE LENGTH JOINT IN UPPER PLATE(2) 2x_ SYP #2 DOUBLE MINIMUM NAILING OF NAIL EACH PLY OF KING AND JACK STUDS TOGETHER I PLATE (U.O.N.) NAIL T j T� T T (16) 0.131"x 3" NAILS IN THIS ZONE. TREADED ROD ASSEMBLY CENTERED WITH 0.131"x 3Ya" NAILS @ 6"O.C. STAGGERED PLATES WITH 0.131"x T7ARE v L E1 K 0 SPLICE IN PLATE OR THREADED ROD (TYPICAL) TYPICAL TO I I NAILS @ 8"O.C. PLATE NAILING 8" MAX 6"'MAX. I l A SEMBLY WITHIN 12" ON EACH SIDE OF DOUBLE PLATE I STAGGEREDENGINEERING, INC. INT. JACK STUD AND KING CONNECTION _6" MAX. I m 11481 OLD ST. AUGUSTINE RD., SUITE # 202 STUD REQUIREMENTS ND NAIL TOENAILSEE WALL LAYOUT TYPICAL FRAMINGJACKSONVILLE, FLr32258 (......................... T - I I � AT CHANGE INP: 904 886 2401 P: .2'60.4367 PLATE HEIGHT (2) (3) MSTA36 STRAP(3) (q) E 5846 CENTERED ONTHREADED ROD ASSEMBLY WITHIN CHANGEIN`�s•i 6" OP PLI � ,7S CEIN LOWER PL 4ATE � .PLATE HEIGHO (5) E •NTALTERNATE: IFROD IS GREATSR THAN 6' FROM SPLICE ADD 2x4 BLOCKING BETWEEN(5) (6) NAIL EACH PLATE TO JACK STUD STUDS TOENAILoNO 5SSP AT SPLICE WITH (3) 0.131"x 3Ya" NAILS - TOENAIL OR ENDNAIL EACH END ARE 0.131"x 3Ya"OR ENDNAIL (TYPICAL) TO ADJACENT� 3sFSTUD WITH (3) 0.131"x 3Ya"fCom`E O NAILSA o• E '�!� 2x_ SPF #2 STUDS7174' ;ER 3 ''.�®�,°•�•{'R1;-'°�`�e���` @ 16"O.C. (U.O.N.)a yi�'��s ° f s•®� .•F° 0.\� ati��a SEE WALL ( L LAYOUT f • ii s N;`�f�11R44!�t��10 r�►t ' DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS N.) ,' FOYD` . IMPSON, PE FL o: 50791 THREADED ROD Co MENTS: ,' ASSEMBLY AT � JOINT IN SILL PLATE NOTED SPACING ' r' 2x_ TREATED SYP SILL PLATE(5) NAILS PER PLY E I; J C II II II LVL 3 u u � C I II II u u It u 11 %" OR 111' THREADED ROD ASSEMBLY 4° MIN.; ANCHOR AS REQUIRED LVL (6) NAILS PER PLY (BEYOND) 12 MAX• (SEE DETAIL "C" ON SHEET SD -3) TYPICAL STUD TO SILL PLATE a CONNECTION 14" LVL (7) NAILS PER PLY BUILT-UP CORNER POST ANCHOR COUPLED TO THREADED ROD BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) (SEE DETAIL "C" ON SHEET SD -3) NAIL EACH PLY WITH 0131"x 3Y" 16" LVL (8) NAILS PER PLY SD -5 s L DETAIL -TYPICAL WALL FRAMING CONDITIONS NAILS @ 6"0. C. STAGGERED a 3 12" MAX. INSTALL DSP CLIP @ 32"O.C. INSTALL MSTA 24 STRAP OFFICE COPY LOOPED OVER DOUBLE I PLATE. NAIL TO CRIPPLE ON 2 EACH SIDE WITH (6) CLIENT: 131" x 1'/z" NAILS. BUCKY DAVIS STRAP CRIPPLE TO HEADER WITH t PROJECT: > LSTA18 STRAP40 PARADISE PRESERVE JOB NUMBER: COUNTY _-_—_----- _ TDUVAL —n— —n— Ti-- Ti-- 7�---$ SCALE: THREADED %° = V-0°(U.O.N.) ROD ASSEMBLY I DO NOT SCALE THIS DRAWING NOTE: RELEASE DATE: THREADED ROD ASSEMBLY08-16-17 REVISIONS: NOT REQUIRED AT GARAGE t DOOR OPENINGS (U.O.NIt .) SHEATHING MAY CANTILEVER UP 2" " � " It DRAWN BY: CMF/BTC u � I I u ii MAXIMUM PAST SUPPORTS. ALL WI DOW ANCHOR AS REQUIRED ATTACHMENTS MUST BE ANCHOR �� ANCHOR QR AS REQUIRE D a_ CHECKED BY: FSSMEMBERS. D wro 2_ FLUSDROPPED HEADER CONDITION TITLE: FRAMING DETAILS DETAIL- TYPICAL ARCH TOP OPENING N DETAIL DOUBLE PLATE STRAPPING OVER WIDE OPENINGS m SHEET 3 of 3 SD -5 SD -5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SHEET: SD- - 0 5 MAXIMUM SPACING (U.O.N.) i DOUBLE PLATE JACKS AND KING STUDS (AS NOTED) HEADER (AS NOTED) 2x BLOCKING (TYPICAL) 0.131 x 3y4" TOENAILS AT EACH END PICALj . ELEA& SILL PLY TO KING STUD THREADED WITH (3) 0.131"x 3//4" NAILS - TOENAIL ROD ASSEMBLY i OR ENDNAIL (TYPICAL) NOTE: BEVEL BLOCKING AS REQUIRED FC R MINIMUM 1 THREADED ROD ASSEMBLY YY NAIL PENETRATION INTO MAIN FRAMING NOT REQUIRED AT GARAGE MEMBERS. (TYPICAL) DOOR OPENINGS (U.O.N.) (2) 2x SILL - INSTALL MSTA 24 STRAP OFFICE COPY LOOPED OVER DOUBLE I PLATE. NAIL TO CRIPPLE ON 2 EACH SIDE WITH (6) CLIENT: 131" x 1'/z" NAILS. BUCKY DAVIS STRAP CRIPPLE TO HEADER WITH t PROJECT: > LSTA18 STRAP40 PARADISE PRESERVE JOB NUMBER: COUNTY _-_—_----- _ TDUVAL —n— —n— Ti-- Ti-- 7�---$ SCALE: THREADED %° = V-0°(U.O.N.) ROD ASSEMBLY I DO NOT SCALE THIS DRAWING NOTE: RELEASE DATE: THREADED ROD ASSEMBLY08-16-17 REVISIONS: NOT REQUIRED AT GARAGE t DOOR OPENINGS (U.O.NIt .) SHEATHING MAY CANTILEVER UP 2" " � " It DRAWN BY: CMF/BTC u � I I u ii MAXIMUM PAST SUPPORTS. ALL WI DOW ANCHOR AS REQUIRED ATTACHMENTS MUST BE ANCHOR �� ANCHOR QR AS REQUIRE D a_ CHECKED BY: FSSMEMBERS. D wro 2_ FLUSDROPPED HEADER CONDITION TITLE: FRAMING DETAILS DETAIL- TYPICAL ARCH TOP OPENING N DETAIL DOUBLE PLATE STRAPPING OVER WIDE OPENINGS m SHEET 3 of 3 SD -5 SD -5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SHEET: SD- - 0 5 END VERTICAL BRACING REQUIREMENTS BRACING BRITTLE FINISH FLEXIBLE FINISH 16"O.C. 24"O:C. 16"O.C. 24"O.0 NONE REQUIRED ' - 0 TO 53 0' TO 47' 0' TO 0" TO 59" 2x4 L -BRACE 54' TO 114" 48' TO 99 68 TO 1 5' 60' TO 126" 2x6 L -BRACE 115' TO 182" 100" TO 158" 146" TO 32" 127" TO 201" LHJI IKVJJ IN KVVY RGVUIKIIVV 6KHl111VV ULSBERG NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS 2x4 BLOCKING - TOENAIL OR ENDNAIL HENGINEERING, INC. EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING - 11481 OLD ST. AUGUSTINE R�f .,SUITE #202 (3) NAILS JACKSONVILLE F . 32258 NAIL DIAGONAL BRACE TO INTERMEDIATE f P: 904.886.2401 F: 9,0460.4367 ROOF SHEATHING WEBS WITH (2) NAILS in�e www.HulsbergEn 'og.com 2x4 SPF No.2 DIAGONAL BRACE 110L 25846 ROOF TRUSS (BY OTHERS) WITH (TYPICAL AT EACH END OF %i BRACE (IF REQUIRED) CONTINUOUS LATERAL BRACING) „ i+®� e+"' �`+'� osa 0+ •+ v �q- ♦ +A+ - �i NOTE:I1 TO REPLACE (1) ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS �J' wv� ! •`Y BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER + 7 I I INSTALL 2x4 No:2 SYP T BRACE NAILED TO WEB WITH (3) NAILS 3 • FLEXIBLE FINISHES ARE WOODSIDING, H RDI -PANEL, I I • EACH PLY OF TRUSS WEB AT 6"O.C. WITH CONTINUOUS LATERAL BRACE (QUANTITY m j'; N 3 50 g J BRICK VENEER, ETC. RATED ROOF SHEATHING - > I I > 0.131" x 3" NAILS TO REPLACE (2) ROWS OF r � `, I•I ` � ` I AND LOCATION DEFINED BY TRUSS SHOP _ LATERALBRACING INSTALL 2x6 No.2 SYP a 2x L -BRACE TO I I > > C1 I}- - VER ICALWEB WITH. I'i T- BRACE NAILED TO EACH PLY OF TRUSS <'� DRAWING.) ® r�'j�-{ .. 1 ` a �� : � ,� � NAILCONTINUOUS.LATERAL + w � __�____ _______L___ WEB WITH 0131 x3 NAILS 6 O.C. BRACE TO _ 0.13 x 3" NAILS @ 6'°O.C. @ (\ CD EACH TRUSS WEB WITH (2) NAILS ��s ®�.Qe e •+��` Lu VER -ICAL WEB IN GABLE ---I T ROOF TRUSSES (BY OTHERS) °'f{ +'l0 4 �� a END TRUSS i4ifltgil •110 2x LOOKOUTS AT 48"O.0 I NOTES• ` FLOYD�SIMPSON, PE 3 TRUSSES I IMUM LP 71 ( F E No. 50 9 ) 1 CONTINUOUS LATERAL BRACES SHALL BE 2x4 NOTE. FOR CONTINUOS LATERAL B CE ) No.3 SYP OR 2x4 Na.2 SPF OR BETTER U.O.N. aoMM'ENTs 16" OR 24" O.C.(U.O.N., z SPACING SEE TABLE T -BRACING TO BE USED WHEN CONTINUOUS a ( ) LATERAL BRACING IS IMPRACTICAL. w 2 ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS o (U.O.N.) d B SECTION - TYPICAL T -BRACE C DETAIL - TYPICAL LATERAL TRUSS BRACING A DETAIL - TYPICAL VERTICAL BRACING AT GABLE END - 3 SD -6 SD -6 SD -6 2x4 SYP BLOCKING BETWEEN (3) 0.1-31"x 3Y4" TOENAILS LOOKOUTS H2.5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3X4" NAILS AT EACH LOOKOUT TO NUT & 3"x 3"x Y4" WASHER 2x4 LOOKOUTS Ca 48"O.C. FOR TOP CHORD OF TRUSS.' (SEE THREADED ROD ASSEMBLY DETAILS) m EXTERIOR SHEATHING SHALL 2x6 BLOCKING BETWEEN TRUSSES WITH W OVERHANG 2x4 BLOCKING 12" LONG 2x—SCAB (MATCH BOTTOM CHORD WITH %" BE NAILED TO BOTTOM CHORD ) d OF TRUSS WITH / ROOF SHEATHIN (AS NOTED) (3) 0.131"x 3Y4" NAILS EACH END REQUIRED BETWEEN SPACERS - NAIL wl (3) 0.131"x 3" NAILS 0.131"x 21/2" NAILS @ 6"O.0 ROOF SHEATHING (AS NOTED) j LOOKOUTS 11 (U.O.N. ON WALL LAYOUT) 2x— BARGE RAFTER BOTTOM CHORD OF GABLE END TRUSS BALLOON FRAME STUDS i THREADED ROD ASSEMBLY (AS NOTED) I I I I FASCIA (BY OTHERS) SINGLE PLATE NA IL TO TRUSS I I ISECTION A -A 2x4 LOOKOUTS @ 48"O.C. H BOTTOM CHORD ITH 0.131" x 3X4" I f I I 2x4 LOOKOUTS @ 48"O.0 NAILS @ 6"O.0 I I I I I FOR OVERHANG y ®� I 7 H3 CLIP OR EQUAL AT EACH H3 OR EQUAL AT VACE CPlyQLOOKOUT EACH LOOKOUTCOPY GABLE END TRUSS (DROP GABLE)1. \ II ROOF SHEATHING (AS NOTED) 2x6 BRACE SPACED @ 48'O.C. CLIENT. UNLESS OTHERWISE NOTED TOP CHORD OF GABLE END a BUCKY DAVIS D DETAIL BALLOON FRAMED GABLE END LOW CEILING VAU T I I - I I II \� I ON ROOF LAYOUT. TRUSS N sD-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH I I I I I ` � ADD 2x4 T -BRACE NAILED @ 6"O.0 VERTICAL WEB OF GABLE EN m PROJECT: KOUT WITH 0.131"x 2'/z" NAILS IF BRACE TRUSS 40 PARADISE PRESERVE H2.5A AT EACH LO �� ILENGTH EXCEEDS 9'-0". OVERHANG O OUTS @ 8"O.C. FOR I I I I I a (I� \ NUT & 3"x 3"x X4" WASHER JOB NUMBER: COUNTY n17-09 DUVAL / ROOF SHEATHING (AS NOT LSTA12, LTP4 OR SDWC 15600 A 12" LONG SCAB 3 SCALE: 2x4 SYP BLOCKINGBETWEEN @ 48"O.0 ( MATCH BOTTOM CHORD) = 1' 0" (U.O.N.) - DO NOT SCALE THIS DRAWING LOOKOUTS �\ \ / WITH/2" SPACERS BALLOON FRAME STUDS \ ' \ SEE DETAIL "G" ON SD -6 RELEASE DATE: WHERE THREADED RODS y 08-16-17 (AS NOTED) i REVISIONS: ARE SPECIFIED. DOUBLE PLATE / GBC CLIP- (2) REQUIRED AT EACH BRACE \ BOTTOM CHORD OF GABLE s INTERIOR VAULT I .; TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING END TRUSS • //� TRUSS 10 DOUBLE PLATE WITH 1(2)2x DOUBLE PLATE DRAWN BY: EXTERIOR SHEATHING SHALL BE CMF/BTC / NAILED TO UPPER PLY OF / 0131"x 3Y" NAILS @ 8"O.C. KT- THREADED ROD ASSEMBLY 4 CHECKED BY: FSS / DOUBLE PLATE WITH 2x4 DRYWALL BACKING INSTALLED NOTE: / ALL MEMBERS SHALL BE #2 SYP. 2x—STUDS TYLE:0131"x2Y NAILS 6 O.C.CONTINUOUSLY BETWEEN BRACES - (U.O.N. ON WALLLAYOUT) TRUSS BRACING AND — — m GABLE DETAILS E DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAU T F SECTION- GABLE END DIAGONAL BRACING G SECTION- PLATFORM FRAMED GABLE END a SHEET: sD-6 1 sD-6 THREADED ROD NOT SHOWN FOR CLARITY sD-6 INTERIOR CEILINGPITCHEXCEEDS OF EXTERIOR ROOF PITCH S D-6 0 INSTALL SSP or SPH_ CLIPS AT 32"O.C. AT UL SB ERG NOTE`. DOUBLE PLATE ATTACH DOUBLE PLATE TO STUD PER __ ENGINEERING, INC. DETAIL "G" ON SD -7 ALTERNATE: MSTA24 STRAP LOOPED OVER m 11481 OLD ST. AUGUSTINE RD., SUITE # 202 DOUBLE PLATE NAILED WITH 6 10d x 1 Y" NAILS JACKSONVILLE, FL 32258 UPPER LEVEL STUD EXTERIOR BEAM (AS NOTED) INTO EACH SIDE OF STUD O P: 904.886.2401 F: 904.260.4367 �d s CS16 STRAP (CUT TO LENGTH) FROM UPPER DOUBLE PLATE UPPER LEVEL STUD ,%#% F i A,, 5846 NOSTUD TO BEAM BELOW @ 32"O.C. (U.O.N.). CS16 STRAP (CUT TO LENGTH) FROM UPPER TCH BEAM AS REQUIRED TO O •"` \GEN °s ® �'> NAIL INTO UPPER STUD WITH (11)104 AND NAIL STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). °• ', / 1 INTO BEAM WITH (11)1Od NAILS. FIT BENEATH DOUBLE PLATE - ( ) V i ' i NAIL INTO UPPER STUD WITH 11 104 AND NAIL BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE BEAM BEARS ON (2) 2x_ JACKS INTO HEADER WITH (11) 10d NAILS. 3 el' No. rj "j BEGIN NAILING 1" MINIMUM BELOW TOP OF (TYPICAL - U.O.N.) / 1 BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE BEAM jv CONDITION: NAILING NOT REQUIRED BETWEEN UPPER SILL :, S-(Ar,l OF PLATE AND LOWER DOUBLE PLATE. BEAM (AS NOTED) (NOTCHED BEAM) o �o °°ssC'I�©�®° FLOOR SYSTEM (AS NOTED)°'>.,.,��s BEGIN NAILING 1" MINIMUM BELOW DOUBLE a ,`�t�t ,y�►}'� A DETAIL - UPPER LEVEL STUD OVER BEAM = a .. " SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED PLATE t)8et M FL,OYD SIMP-17 SON, PE -- DOUBLE PLATE ;' FL PE No. 50791 NAIL SHEATHING TO DOUBLE PLATE WITH d COMM NTS: r (2) ROWS OF 0.131"x MY NAILS @ 6"o.C. LOWER LEVEL HEADER (AS NOTED) MONOLITHIC FOUNDATION -EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.0 t� Y8" x 6" TITEN HD SCREW ANCHOR or Y8" x 6" SCREW ANCHOR BY HURRI-BOLT, INC. INSTALL DSP CLIPS @ 24" O.C. OR or Y8" THREADED ROD SET 4Y2" INTO ADHESIVE SPH_ @ 32"O.C. E EXTERIOR BEAM (As NOTED) G DETAIL CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW STEMWALL FOUNDATION EXTERIOR SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED /2" THREADED ROD SET 7" INTO ADHESIVE DOUBLE PLATE BEAM INSTALLED BENEATH DOUBLE PLATE _ INTERIOR APPLICATIONS BEAM BEARS ON (2) 2x_ JACKS IF EDGE DISTANCEEXCEEDS 5" (TYPICAL- U.O.N.) USE MONOLITHIC CONDITION USP ID CONDITION: 2 Fasteners Anchorage U.O.N. A35 (DROPPED BEAM) n!a DETAIL -TYPICAL DTT2-Z INSTALLATION E DETAIL - EXTERIOR BEAM TO WALL CONNECTION - PAU44 - 7Z PAU68 '1Z. - � B SD- 518" w/ 7" embed -------. --------- 5M",! 7' embed C3115 SD -7 (USP DTB-TZ SIMILAR) MONOLITHIC FOUNDATION - EXTERIOR (1t)0.148"x3"in each end -(22)totai nfa DSP %" x 12" TITEN HD SCREW ANCHOR or S ) ALTERNATE ANCHOR: n/a - or Y8" THREADED ROD SET 7" INTO ADHESIVE DTB-TZ Yz" x 6" TITEN HD (8) Y." x 1Y" SDS STEMWALL FOUNDATION - EXTERIOR GOC EXTERIOR BEAM (MECHANICALLY GALVANIZED) n/a "THREADED nh (AS NOTED) WITH 2" x%6 WASHERH6 nfa: use RT7 ROD SET 12" INTO ADHESIVE 5 0.131"x 2h"in each end- 10 total CLIP FROM H2.5T INTERIOR APPLICATIONS - 545(SYP or SPF) POST TO BEAM nfa IF EDGE DISTANCE EXCEEDS 5" USE RT3A - - LAP BEAM PLIES AND (4) 0.131" x 2%" in each and - (8) total /z x 12" TITEN HD SCREW ANCHOR � NAIL AS SHOWN - 5 ( ) 950(SYP) 820(SPF) a° or s" x 8" TITEN HD SCREW ANCHOR n/a 0.131`x 3X4"NAI LS PER PLY R78A or Ys" THREADED ROD SET 6" INTO ADHESIVE (5) 0.148' x 114' in each end - (tpl total PT POST (AS NOTED) H008 DETAIL TYPICAL HTT5 INSTALLATION 7630(SYP) 5495(SPF) 20)'l.""x 3" SDS 7/6"wf 15" embed SE7xP epoxy only) c - PHD5 H6 CLIP FROM POST TO BEAM PT POST (AS NOTED) III EXTERIOR BEAM ABU POST BASE 14 Y.' x 2A" SDS SD -7 (USP PHD5 SIMILAR) HDU8 MONOLITHIC FOUNDATION - EXTERIOR 6970(SYP) 5020(SPF) (AS NOTED) (AS NOTED) 71W W 15" embed (SET -XP epoxy only) X" THREADED ROD SET 15" INTO ADHESIVE PLA 5e" THREADED ROD q VIEW AT TOP OF POST 0, ! WITH NUT SET IN (10) 0.148" x 116' STEMWALL FOUNDATION - EXTERIOR HTS20,HTS24 orHTS30 HTW20, H1W24 orHTW30 1460(SYP)1245(SPF) ,0 ADHESIVE n!a X" THREADED ROD SET 15" INTO ADHESIVE HTWMi6 or HTWM20 .. ___I (7" EMBEDMENT) (8) 0.140"x 3" into vmd (4)1 x 2/' Titan into CMU. (4) J.' x 1•%' Tten into concrete PPLICATIONS INTERIOR APPLICATIONS- H7r4 HTTS - ------ -'� - HTi'4 HI'T'S ------------- - - - 4235(STIP)3640(SPF) - 6090(SYP) 4375(SPF) IF IF EDGE DISTANCE EXCEEDS 5" USE Sl8' w/7" embed (mono)and12" embed (stem)-_ --_.. 5/8' ev! 7" emoetl (mono) end 72" embed (stem) \ a ° 1; MP4F X" THREADED ROD SET 8" INTO ADHESIVE 12 0.131'x 7I a I I LSTA18 LSTA18 1235(SYP) 1110 SPF SIDE VIEW AT BASE OF POST n/a OFFICE COPY CLIENT: 3 B.UCKY DAVIS PROJECT: 40 PARADISE PRESERVE 0 t JOB NUMBER: COUNTY: 17-0959 DUVAL 8'S77: R $ ° = V-0" (U.O.N.) S DO NOT SCALE THIS DRAWING RELEASE DATE: 08-16-17 REVISIONS: DRAWN BY: CMF/BTC CHECKED BY: FSS s TITLE: METAL CONNECTOR DETAILS D DETAIL - TYPICAL HDU8 INSTALLATION F DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST SHEET: SD -7 (USP PHD6 SIMILAR) SD - SD -7 Metal Connector FasteningSchedule Sim sonlD USP ID Uplift Ca Capacity lbs Fasteners Anchorage U.O.N. A35 MPA1 n!a (12 0.137"x 1'/7 n/a - ASU44 - 2 ABU66 - Z - � y- - PAU44 - 7Z PAU68 '1Z. - � 2200(SYP) � 2300(SYP) '-�-- - _ (12) 0.182" x 2 h" or (12) 0.182" x 3W _ (12} 9.162" x 2'h or (12}.0.762 x 3f:" � 518" w/ 7" embed -------. --------- 5M",! 7' embed C3115 R8150 .- 1705(SYPorSPF) (1t)0.148"x3"in each end -(22)totai nfa DSP RSPT6-2 or S ) (8) 0.148- x 11/2- Into studs (6) 0148' x i %°fito double late n/a - D DTB-TZ 2145(SYP) 1835(SPF) (8) Y." x 1Y" SDS Y" w74%" embed (mono) and 7" embed (stem) GOC HC520 n/a (5)0.131" x 1'/>" into gable brace (7) 0.131' x 2%: into double plate nh H2.5A nfa: use RT7 60 SYP 5 0.131"x 2h"in each end- 10 total n/a H2.5T nfa: use RT7 545(SYP or SPF) 5) 0.131"x 1%' in each end-(10)total nfa H3 RT3A - - 455(SYP) (4) 0.131" x 2%" in each and - (8) total nfa He LFTA6 950(SYP) 820(SPF) (6)0.131"x 2%' in each end - (16) total n/a H8 R78A 745(SYP) (5) 0.148' x 114' in each end - (tpl total nfa H008 nla: use UPHD8` 7630(SYP) 5495(SPF) 20)'l.""x 3" SDS 7/6"wf 15" embed SE7xP epoxy only) HDU5 PHD5 5645 SYP 4085 SPF 14 Y.' x 2A" SDS 518" w4 7" embed (mono) and 12" embed (stem) HDU8 PHD6 6970(SYP) 5020(SPF) - 20 Y." x 3" SDS 71W W 15" embed (SET -XP epoxy only) HETA16 HTA16 1610(SYP) (10) 0.148" x 116' 4" embed HTS20,HTS24 orHTS30 HTW20, H1W24 orHTW30 1460(SYP)1245(SPF) (10) 0,148"x 3* in each end- (20)total n!a HTSM16 or HTSM20 _.. _._ HTWMi6 or HTWM20 .. 1175 (SYP) _ ._. (8) 0.140"x 3" into vmd (4)1 x 2/' Titan into CMU. (4) J.' x 1•%' Tten into concrete n/a _. H7r4 HTTS - ------ -'� - HTi'4 HI'T'S ------------- - - - 4235(STIP)3640(SPF) - 6090(SYP) 4375(SPF) (16) 0 182" x 2%_ (26) 0.162"x 2'F �--����- Sl8' w/7" embed (mono)and12" embed (stem)-_ --_.. 5/8' ev! 7" emoetl (mono) end 72" embed (stem) LTP4 MP4F n/a 12 0.131'x 7I - n/a LSTA18 LSTA18 1235(SYP) 1110 SPF 7 0.148Tx Tin each end-g14)tetal n/a LTS12 L1W12 :775(SYP) 665(SPF) (6) 0.148'x Tin each end- (12)total . n/a MSTA24 MSTA24 lW(SYP.)-1455(SPF) (9) 0.148'x 3" in each end- (18) total We MSTAM24 _. MSTAM24 1500(SYP or SPF) (9) 0.148" x Tinto wood (6) '/'x 2Y."Tten into CMV 5 %"x 1 A" Titer into concrete n/a - , MSTA30 __ MSTA36 MSTA30 _ 4STA36 2050(SYP), 1820(SP F) __ 2050(SYP or SPF) (11)0,148"x3"m each and -(22)total ti 3) 0 W x 3°m each end- (26)total We ria MSTAM36 MSTAM36 .. �_. 1870(SYP or SPF) _.. .. (13) 0.148'x W into wood (8) J x 2/ Titan into CMU. (e) W x 1 / Titen into concrete n/a ... .... MTS 12 or MTS20 MTW 12 or M11'V20 1000(SYP) 860(SPF) (7) 0.1487 x Win each end - (14) total n/a MTSMIB or MTSM20 _... HTWM16. or HTWM20. 860(SYP) ... (7)0.148"x Tinto wood (4) %'x 21." Titen into CMU 4 %'x 1 /V Tnen into concrete n/a PA51 TA51 2940 SYP 01SPf 14 0.162'x 21W or 14 0.162" x 31/V 4" embed - SPH4 or SPH6 SPTH4 or SPTH6 (SYP) 5(SPF) 680 58 (12) 0.148'x 1'/,' We SSP RSPT6. 35o(SYPorSPF) (4)0.148"x 1Y"into studs (3) 0.148' x t 'A" into double piste n/a STHD14 - STAD14 4210(SYP or SPF) (30) 0.148" x 3 "J." 14" embed Notes. - 1. All connectors are manufactured by Simpson Strong -Tie or USP Structural Connectors (U.O.N.) 2. SYP = Southern Pine, SPF = Spruce -Pine -Fir 3. Mono = monolithic concrete; stem - masonry stemweli or bond beam 4. Anchorage refers to threaded anchors with noted diameters and embedment depths - OFFICE COPY CLIENT: 3 B.UCKY DAVIS PROJECT: 40 PARADISE PRESERVE 0 t JOB NUMBER: COUNTY: 17-0959 DUVAL 8'S77: R $ ° = V-0" (U.O.N.) S DO NOT SCALE THIS DRAWING RELEASE DATE: 08-16-17 REVISIONS: DRAWN BY: CMF/BTC CHECKED BY: FSS s TITLE: METAL CONNECTOR DETAILS D DETAIL - TYPICAL HDU8 INSTALLATION F DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST SHEET: SD -7 (USP PHD6 SIMILAR) SD - SD -7 HULSBERG ENGINEERING, INC. DOUBLE PLATE m 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 - P: 904.886.2401 F: 904.260:4367 m °�ec9tlmAA�1 b0iguth.net cp 0 dJ� q ° c O O O Y 'V Y ",%A o ° ° Y =w . . 12 o HEADER (AS NOTED) MAY BE RAISED TO BOTTOM ' o o OF DOUBLE PLATE- MINIMUM (3) 2x4 REQUIRED AT» TOP OF OPENING WITH RAISED HEADER.- \ e 0 ° ssa�. S��C\�,°R�..° a �, $.� ° FASTEN SHEATHING TO HEADER o j" o o a{ lf4Hidl`5 17 IN 3" GRID PATTERN AND FASTENLOYD S. SIMPSON, PE, (2) MSTA30 STRAPS FL PE No. 50791 SHEATHING TO ALL FRAMING @ 3" O.C. COMMENTS: U 3E 0:131" x 2%" NAILS AT ALL LOCATIONS (U.O.N.)/ NOTE: SHEATHING ONLY SHOWN FOR a ° ° NARROW WALL SECTION. REMAINING SHEATHING NOT FASTEN PLATE TO HEADER ° ° ° ° SHOWN FOR CLARITY. o 3 W/ (2) ROWS OF 0.131" x 3Y4" @ 3" 0. C. MINIMUM (3) STUDS o MINIMUM (3) STUDSEr ° O O O O i MINIMUM 16 o 3 RATED SHEATHING NAIL BLOCKING TOGETHER W/ (3) EVENLY SPACED 0.131"x3Y4" STHD14 EMBEDDED STRAP ° ° O °° (OR HTT51F NOTED) °�`,i° CLIENT: � BUCKY DAVIS EPDXIED ANCHOR BOLT ° ° / ° STHD14 EMBEDDED STRAP' m PROJECT: w/7" MIN. EMBEDMENT w/ (OR HTT5 IF NOTED) 40 PARADISE PRESERVE MINIMUM 2" x 2" x %s,. - PLATE WASHER o �o o 2 JOB NUMBER: COUNTY: opo' b 0 0 0 �3 SCALE: ° o CONCRETE FOOTING Ys" =1'-0" (U.O.N.) ° ° a PER FOUNDATION PLAN DO NOT SCALE THIS DRAWING N RELEASE DATE: a a a 08-25-17 a REVISIONS: a Q DRAWN BY: enCMF/BTC a - w a m a CHECKED BY: FSS.. a — g TITLE: VQP� APA WALL DETAIL OFFICE v A DETAIL - NARROW WALL METHOD DETAIL i SHEET: SD-9 _ SID Q o S �,J •jnoXt?j stgj jo opts asuanaz atjj uo ojq p'0Au „sossn l poorn jo Sup -mg,, jjnsuoo `5utovzq 2utp.zuf3u aauuptnf jujouaf ioj -nui?tsap fuippnq ;)qj jo Xjtpgtsuodsa aqj st suuznjo, puu `sIl-em `swuag `s.tapuatj,2utpnput atnjo tjs jtoddns ssnzj oqj jo'u5jsop otjI, •aanjontjs 111LIJan0 agj z0J puu utalsXs loop puL3ow oqj jo 5upu.zq juauuuuod puu Ximoduzaj ioj ojgtsuodsa.t st j;)ui3Itsap 5utpjtnq oqj Buim-el juautaould oqi uo patgtjuopt u5tsap ssnn cjoua ioj sjaatjs uits p junprntput aoS -jopjmq / jouitsop Outpjmq all jo uotjt?iTgpods all jr uihsop 5utpjmq oqj ojut pajv.todaoout aq of sjuauodutoo futppnq junptntput sr pau&sop azz sassnaj asagl SNO LS211la H,LJAA 31VU JLDV LN03 SaSSII2 l AIRION HO Ila ION OQ -iciuo utuututp ivatmaejd ssnui u si siuZ - 00-00-09 c/) > 00-00-0 6 00-Z I-9 6 00-0 6 -bZ 00-00-6 04 OFFICE P 0 W UQ m O O� O 107 3 0 O O� 00 N � 10 0 0 0 0 3Nood �� 04 � Q� m 0 U- LL LL LL LL LL ]u- LL LL ,LL ,,�,,,. .., �. 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