Loading...
1186 Stocks St RES19-0237 DRWGSDESIGN SPECIFICATIONS: GENERAL NOTES: Project has been designed in accordance with the 6th Edition (2017) Florida BL ilding 1. The scope of these plans is limited to the structural requirements of this project. minimum Code, Residential, and the Florida Building Code, Existing Building (as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing 8 All concrete slabs on grade shall be the thickness as indicated on the drawings over 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with ULSBERG and flashing requirements are not addressed in these plans. 6x6 W1.4x1 A WWF lapped 8' at edges and ends in conformance with ASTM -A 185, DESIGN CRITERIA: ENGINEERING, INC. or fibermesh reinforcement shall be used with a minimum fiber length of 2" to 2 4° - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in complying with ASTM C 1116. The dosage amount shall be 0.75 to 3.0 pounds per - JACKSONVILLE, FL. 32258 Wind Design Method ASCE h conformance with all requirements of the authorities having jurisdiction over this type cubic yard in accordance with manufacturer's recommendations. - P: 904.886.2 904.260.4367 Basic Wind Speed: 130 mph Building Risk Category: II of construction and occupancy. www.Hu ergE gineering.com 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and _ Wind Exposure: B (Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the other deleterious material. Structural fill shall be compacted to a density of at least FL0 (��p�, u R: 25846 Building Classification: Residential 95% of the Modified Proctor Maximum D contractor's sole responsibility to determine the procedure, sequence, and temporary Dry Density (ASTM D1557). Termite protection Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during shall be provided in accordance with applicable code requirements. If soil treatment Wind -Borne Debris: NOT located in the wind-borne debris region is used, the treatment shall be done after all excavation, backfilling, and compaction 3 construction. S is completed. O F Unless otherwise noted, project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to N owner and/or contractor. Examples of such items include, but shall not be limit d to, commencing work. U d : SQ791 L = 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be determination h grade elevations, drainage features, and special requirements compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density -o �: associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate, and build into the work all inserts, anchors, angles, (2'-0") below the bottom of the footing. (ASTM D1557) fora depth of at least two feet ! ♦ N DESIGN DEAD LOADS: plates, openings, sleeves, hangers, slab depressions, or other components as may be v required to attach and accommodate other work. 11 • The following minimum concrete cover shall be provided for reinforcement: ` Floors: 3" Concrete cast against and permanently exposed to earth - ', s/ G\� The design floor dead load of 12 psf assumes a floor system utilizing wood decking or 6 anldetails d shall be tlon aloe t apply to wn on the similar l drawings s are intended the w e apical 2" Concrete exposed to earth or weather O �1 1 / Concrete not exposed to earth or weather �'nD��+SIl�R4©0E wood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. The floor where indicated otherwise. pt FL PE No. 50791 covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be a COM ENTS 12. All continuous reinforcing steel in concrete shall be lap -spliced with the foWving notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor minimum lengths: shall contact the Engineer for clarification in cases of conflict between the structural #4 bars: 21" minimum Roofs: V t i drawings and any drawings prepared by others prior o commenciig work. #5 bars: 26" minimum Z • Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) #6 bars: 32" minimum � N Concrete to Clay Tile: o psf : i Z OZ ` 3 8. It is the owner's and/or contractor's responsibility to obtain a sol! �:xploration report. o ` Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil t, Ing capacity of 13• Reinforcement in footings shall be bent around corners or corner bars shasius . ~ DESIGN LIVE LOADS: 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ��� O m z _` r noted assumptions. All requirements for site preparation and s0 ;ompaction 14. The contractor shall provide spacers, chairs, bolsters, etc., necessaryto reinforcing steel. Support items which bear on exposed concrete surfaceAW Floors: specified in the soils report shall be followed unless more stranger -11, requirements are V O specified in these plans. ends which are plastic tipped or stainless steel. _ Exterior Balconies: 40 psf O QZ O 0 Exterior Decks: 40 psf CONCRETE: MASONRY: 4 - Stairs: 40 psf (or 300 lb point load) Garages: 50 psf (or 2000 Ib point load) 1. All concrete work shall be in accordance with "Building Code Requirements for General: O W All Other Areas: 40 psf Structural Concrete," ACI 318-14, and "Specification for Structural Concrete," ACI 301 1. All masonry work shall be in accordance with "Building Code Requiremeiia f0 W W Attics 2. All concrete shall have the following minimum compressive strength at 28 days: a CC m Masonry Structures," ACI 530-13, and Specifications for Masonry Struct s Without Storage: 10 psf Slabs on grade, footings, and misc. concrete: fc=2500psi 530.1-13 (:w -3 With Limited Storage: 20 psf UJ 0 - With Storage: Structural slabs, walls, beams and columns: fc=3000osi ({� o ca y LU D 9 30 psf (fixed stair access) Designated radon zones only all concrete: fc_ 2• Grout shall conform to ASTM C476 with minimum 28 day compressive s 1C W - g y- 3 r^nsingthof Roofs: 3000 psi per ASTM C1019. Grout shall be mixed to provide a slump be n 8" to 11 ". W _ 3. Cement shall conform to "Specification for Portland Cement' (aS r l C150) Less than 4:12 slope: 20 psf 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may -be used 4:12 slope or greater: 16 psf 4. Aggregate shall conform to "Specification for Concrete Agg g�:esre " (ASTM C33) in brick veneer. y DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, a!F:21ig, Balis, organic 4 The contractor shall be responsible for the design and installation of all flashing.CLIENT: material or other substances that are deleterious to concrete or stael reinforcement_ q MEnEROS HOMES Walls: Concrete Masonry (CMU): Wind loads with plaster or stucco finish: L/360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the Wind loads with other brittle finishes: L/240 m PROJECT; structural drawings. All reinforcing details shall conform to "Derails and Detailing of 1 Concrete masonry units (CMU) shall be ASTM C90 14, Hollow Load Bearing Concrete STOCKS STREET Wind loads with flexible finishes: L/120 or L/180* Concrete Reinforcement," ACI 315, unless detailed otherwise �m the t Masonry Units, normal weight, with a minimum compressive strength of 1900 psi - UNIT 1 * L/180 for exterior walls with interior gypsum board finish. drawings. structural (fm=1900 psi). Floors: Live Load: L/480 * 7. Tolerances for foundation and slab alignment as well as placemen± of reinforcement 2 All continuous reinforcing steel in masonry shall be lap -spliced with the following m JOB NUMBER COUNTY Total Load: L/240 * j SCALE: *Increased floor stiffness may be required by floor covering manufacturer Materishall balsn' ACI 1� 7. accordance oth tas ab edgndard es rmay bancese up to1/2" t imide of the sihp ate. minimum lengths: _ ODRA #4 bars: 20" minimum DO NRoofs: #5 bars: 25" minimumRELEASE DATE:Live Load: L/240 #6 bars: 30" minimum Total Load: L/180 a REVISIONS:3. Grout all cells containing vertical reinforcement in 5'-4" maximum lifts. 4. Provide cleanouts per ACI 530.1-13 in the bottom course of masonry when the wallheight exceeds 5'-0". DRAWN BYDJCHECKED BY: 5. Beam reinforcement shall be continuous across control joints. FSTITLE: 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on theGENERAstructural drawings. SHEET 1 19 SHEET: r AREA OF OPENING Clay Masonry (Brick): INTERIOR ZONE (4) 13. Fasten plies of 1 %" wide engineered lumber as follows: 2 -ply beams with (3) rows of 0.131 "x3 %4' nails @ 12"o.c. WINDOW, DOOR AND SOFFIT PRESSURES: ULSBERG 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Hollow Brick, respectively. Grade MW shall be used. Brick, and 3 -ply beams with (3) rows of 0.131"x3 Y4' nails @ 8"o.c. (each side) 4 -ply beams with (2) rows of Simpson 6 %" long SDW screws @ 12" o.c. 1. All window, door and soffit assemblies shall be designed to withstand the design pressures indicated below and shall be installed in accordance with the manufacturer's ENGINEERING, INC. 18.3 -19.8 20.1 to 50 sf 17.5 -22.8 requirements. - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 2. Brick veneer shall be anchored with approved ties spaced no more than vertical and 16" o.c. horizontal. Additional ties shall be provided around 16" o.c. all wall STRUCTURAL STEEL: 15.5 -19.1 - JACKSONVILLE, FL. 32258 - P: 904.886,2401 F 904.260.4367 openings greater than 16" in either direction, and shall be spaced no more o.c. and placed within 12" of the openings. than 36"1. Structural steel shall conform to RISC Specifications for Design and Fabrication and Erection of Structural Steel for Buildings (latest editions). Soffit Design Pressure www.HulsbergEngineering.com E FLORID NUMBE 5846 _ ``�'. _ Q 3 Strand wire veneer ties shall not be less in thickness than No 9 gage wire and shall a. Welded Connections: AWS D1.1 U. Structural Steel plates: ASTM A36 (Fy=36 ksl) or ASTM A572 (Fy=50 KSI) have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) 22 gage by 7/8" corrugated and fastened with 1 '/<" galvanized roofing nails. d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or 4. Unless otherwise noted on the plans, a steel angle L4x4xl/4 shall be use,1 for ASTM A53 (Fy=35 ksi) supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceeds 6'-0" then 2. All structural steel connections and fabrications shall comply with AISC specifications. the steel angle shall be attached to the wood framing with %" x 3" lag scrr;ws @ 12" o.c. or Simpson Ya" x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes 1. All wood framing has been designed in accordance with "National Design Specificatior shall not be used. (NDS) for Wood Construction," 2015 edition. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) 3 Pos Neg Pos Neg 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel 0 to 20 sf 18.3 -24.5 18.3 -19.8 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 50.1 to 100 sf 16.4 -20.6 16.4 -18. 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 200.1 to 500 sf 14.7 -17.4 14.7 -16.3 Soffit Design Pressure 18.3 -24.5 18.3 -19.8 2. Southern Yellow Pine member design incorporates design values for all sizes grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published a C E 3 O' Base Design Pressure 15.50 GCpi =±0.18 3 No. 791 2'= 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel 3. All wood members exposed to weather or in contact with masonry, concrete shall be treated with an appropriate preservative suitable for the exposur or soil , conditions. surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. ST 0' 4. If ACQ treatment is used on any wood member, then all nailing shall regi hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM 669115, If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design 3 HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. TYPICAL INTERIOR ZONE 4 ( ) r �,,,_ I a Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM 3 VII'IVbI F1554, Grade 36. 791 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. a COMMEN 2. Southern Yellow Pine member design incorporates design values for all sizes grades of visually graded Southern Yellow Pine dimension lumber per "Supplement No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published and by 6. All structural steel shall be shop -painted with SSPC Paint 15 red oxide ( )primer. Prior to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". Base Design Pressure 15.50 GCpi =±0.18 3 the Southern Pine Inspection Bureau (SPIB). 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel 3. All wood members exposed to weather or in contact with masonry, concrete shall be treated with an appropriate preservative suitable for the exposur or soil , conditions. surfaces exposed and visible to the exterior of the structure. 8. Field touch-up after installation where required to restore final finish. TYPICAL EDGE STRIP (5) a = 3.0' m - 4. If ACQ treatment is used on any wood member, then all nailing shall regi hot -dipped galvanized nails meeting ASTM Al 53, Class C, or ASTM 669115, If borate treatment is used then galvanizing is not required. 5. Prefabricated wood trusses shall comply with NDS and "National Design ire Class 50. Standard for HARDWARE AND ANCHORS: 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, United Steel Products (USP), or Engineer approved equal. TYPICAL INTERIOR ZONE 4 ( ) r �,,,_ I a Metal Plate Connected Wood Truss Construction (TPI 1-2014)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM 3 F1554, Grade 36. 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 7. The Truss Manufacturer shall submit shop drawings and design notes wi1:h registered Engineer's seal for approval. Design notes shall include the ra4:ed capacity of the truss to truss connectors, and the manufacturer's license to a load fabricate 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM A153, Class C, or ASTM 8695, Class 50. _ trusses utilizing the connector system proposed. The contractor shall app fabrication and installation drawings showing size, shape and layout. rove 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by Hilti with Florida Product Approval and installed according to the manufacturer's 8. Jobsite handling and erection, including temporary bracing, during installation of instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. CLIENT: trusses shall comply with TPI / WTCA BCSI 1. MEDEROS HOMES 9. All prefabricated wood trusses subjected to uplift conditions shall be securely to their supporting walls or beams with metal connectors as noted in the Connection Schedule. fastened Truss ROOF COVERING: 1. The contractor shall be responsible for the design and installation of the roof covering system. I PROJECT: 5 STOCKS STREET V UNIT 1 10. All gable ends shall be balloon framed or braced in accordance with the applicable detail as shown in the structural drawings. 11, Guardrails, handrails, and guard in -fill components Balusters and Panel 9 p ( be provided b others. p Y 12. Engineered lumber (LVL; Parallam or LSL) shall meet the following mini ium specifications: LVL or Parallam LSL Fillers shall ) material 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the manufacturer's requirements.3 3. Clay and the roofs shall be installed per the "Concrete and Clay Roof Tile Installation Manual," and the manufacturer's requirements. 4. Standing seam metal roofs shall comply with ASTM El 514 and be installed according to the manufacturer's requirements. JOB NUMBER: COUNTY: SCALE: 1' 0" (U.O.N.) o DO NOT SCALE THIS DRAWING RELEASE DATE: m 07-01-19 a REVISIONS: - E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi P P Fc =750 psi Fc =900 psi Fv=285 psi Fv=310 psi 5. The contractor shall be responsible for the design and installation of all metal flashing and valley material. = =DRAWN BY: DJM CHECKED BY: FSS TITLE: GENERAL NOTES = SHEET 2 of 2 a SHEET: ® L 24"x 24"x 12" PAD FOOTING - WITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 HULSBERG ENGINEEPJNG, 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 NSS No. 1 TE O Q CLIENT: SD -2.. W MEDEROS HOMES PROJECT: STOCKS STREET CJ ' <" <� UNIT 1 �E JOB NUMBER: COUNTY: -. ... ..19-11031 DUVAL NOTE: 3 SCALE: „ Ys = V-0" (U.O.N.) ICONTINUOU FOOTING E ACROSS GARAGE ©REVISED PLAN AND FLIPPED 3 DO NOT SCALE THIS DRAWING DOOR OPENING z RELEASE DATE: 07 01-19 CJ = SUGGESTED CONTROL JOINT $ REVIMNS: — LOCATIONS (SEE DETAIL "T" ON SD -2) 09-06-19 DJM — — ..........:. = DENOTES TWO STORY w DRAWN BY: DJM m O d9 ............. FOOTING CONDITION � CHECKED BY: FSS 1 TITLE: 19' FOUNDATION PLAN SPECIAL EMBEDDED STRAPS CONTRACTOR SHALL VERIFY ALL DIMENSIONS - REQUIRED AT "NARROW WALLS". USING FINAL APPROVED FLOOR PLAN PRIOR SEE DETAIL "A" ON SHEET SD -8. FOUNDATION PLAN TO CONSTRUCTION a SHEET: S-3 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 8'-1 Ys" - 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 8'-l)/8" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VI BALLOON WALL WALL LAYOUT - SECOND FLOOR NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS 0 Lu O z J a Lu Lu lL C N J ULSBERG 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE J Q HENGINEERING, CONSTRUCTED WITH 2X4 SPF No.2 STUDS INC. - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'A X" - U.O.N. JACKSONVILLE, FL. 32258 w - P: 904.886.2401 F: 904.260.4367 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL www.HulsbergEngineering.com BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS J� FLORIDA C.A. NUMBER: 25846 „....... nuggq @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 %" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" _ '�C} •• • • ''�., • ''',,,, (SIDING) - U.O.N. ` : ; • N S ••• NOTIFY ENGINEER OF ANY VARIATIONS. X N o.507 = GARAGE DOOR NOTES BALLOON WALL NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM %" SHEATHING. FASTEN WITH 6d COM OR BOX NAILS AT 6"O.C. ON EDGES AND 12"O.C. IN THE FIELD. ,LUC�210 Z 2x12 CONTINUOUS TO CORNER ,(2) 2x4 BUILT -UP - POST (MIN.) WALL FRAMING NOTES: ULSBERG 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE HENGINEERING, CONSTRUCTED WITH 2X4 SPF No.2 STUDS INC. - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'A X" - U.O.N. JACKSONVILLE, FL. 32258 - P: 904.886.2401 F: 904.260.4367 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL www.HulsbergEngineering.com BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS J� FLORIDA C.A. NUMBER: 25846 „....... nuggq @ 16"O.C. FOR PLATE HEIGHTS UP TO 9'-1 %" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" _ '�C} •• • • ''�., • ''',,,, (SIDING) - U.O.N. ` : ; • N S ••• NOTIFY ENGINEER OF ANY VARIATIONS. = o.507 = GARAGE DOOR NOTES 1. INSTALL ( ) MSTA30 STRAP AT EACH END 3 ,�•. STAT F•• OF GARAGE DOOR HEADER. NAIL STRAP •, ( �Qo . INTO HEADER AND JACKS BELOW. Fss• ••F R•D S'3N, PE 2. EMBEDDED STRAP AT EACH END OF GARAGE " '� nX0791 ! COMM N DOOR OPENING SEE DETAIL "F" ON SD -1 3. EACH GARAGE DOOR SHALL BE RATED FOR A m MINIMUM DESIGN PRESSURE OF 18.3 psf ± CONSTRUCT USING APA NARROW 2j,— — — _ (2) 2x12 CONTINUOUS WALL METHOD WITH HEADER \�NOTE: TO CORNER CONTINUOUS ACROSS CAL) RETURN WALLS (SEE DETAIL "A" ON SD -8) EACH EXTERIOR POST SHALL BE TRCONSTRUCT USING APA NARROW WALL 44 POST ON ABU44-Z POST BASE. STRAP METHOD WITH HEADER CONTINUOUS ACROSS POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP RETURN WALLS (SEE DETAIL "A" ON SD -8) OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL 7" ON SHEET SD -7 WALL LAYOUT- FIRST FLOOR © REVISED PLAN AND FLIPPED SHEARWALL LEGEND: g = NON-BEARING WALL - o = BEARING WALL 3 SW -6 0 = SW -3 _ o SBS = SHEARWALLS FASTENED WITH 8d COM (0.131"x 2%") NAILS@ 6"O.C. ON EDGES AND 12"0.C. ON INTERMEDIATE SUPPORTS. SHEARWALLS FASTENED WITH 8d COM (0.131"x 2%") NAILS @ 3"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL al STOCKS STREET ° UNIT 1 CLIENT: MEDEROS HOMES NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N SIZE OF HEADER 2 2x_ HEADER J K QUANTITY UANTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) z JOB NUMBER: COUNTY: 19-1103 DUVAL o 3 SCALE: „ Ys = 14" (U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: 07-01-19 iE DRAWN BY: DJM 61R 1 CHECKED BY: WALL LAYOUTS - FIRST & SECOND FLOOR S-4 �r�0 O O O O LEFT o A O O 'Qti CJ03 CJ02 CJOI (2)HTS24 . .................. A01 H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 1 CJ03 CJ05 CJ04 A07 A06 i. A03 A01 FA04 A05 CJ02 A02 ... .. ... LEFT INTERMEDIATE RIGHT rr (2)HTS24 (2)HTS24 A01 H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 1 H2.5A OR SDWC 15600 i. A03 FA04 A05 CJ02 B08 m � CJ03 p tiB09 GABLE BRACE LOCATIONS— SEE DETAIL "F" ON SD -6 ROOF TRUSS LAYOUT - UPPER LEVEL 2x8 LEDGER (4)0.131x3"@16' (EACH S m ROOF TRUSS & FLOOR LAYOUT- LOWER LEVEL NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineedng.com FLORIDA C.A. NUMBER: 25846 N 507 .a T O F -� OP -06-1 9 ((♦'' N CLIENT: 3 MEDEROS HOMES s PROJECT: STOCKS STREET UNIT 1 r JOB NUMBER: COUNTY: 19-1103 DUVAL a HTS24 = SCALE: %8" = 1'-0' (U.O.N.) E DO NOT SCALE THIS DRAWING m RELEASE DATE: 07-01-19 2 REVISIONS: 09-06-19 DJM DRAWN BY: DJM CHECKED BY: FSS TITLE: ROOF TRUSS AND FLOOR LAYOUTS SHEET: (� © REVISED PLAN / FLIPPED AND REVISED TRUSSES m S 5 m TRUSS CONNECTOR SCHEDULE ID LEFT INTERMEDIATE RIGHT FOALL (2)HTS24 (2)HTS24 HER TRUSSES H2.5A OR SDWC 15600 H2.5A OR SDWC 15600 1 H2.5A OR SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR. 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineedng.com FLORIDA C.A. NUMBER: 25846 N 507 .a T O F -� OP -06-1 9 ((♦'' N CLIENT: 3 MEDEROS HOMES s PROJECT: STOCKS STREET UNIT 1 r JOB NUMBER: COUNTY: 19-1103 DUVAL a HTS24 = SCALE: %8" = 1'-0' (U.O.N.) E DO NOT SCALE THIS DRAWING m RELEASE DATE: 07-01-19 2 REVISIONS: 09-06-19 DJM DRAWN BY: DJM CHECKED BY: FSS TITLE: ROOF TRUSS AND FLOOR LAYOUTS SHEET: (� © REVISED PLAN / FLIPPED AND REVISED TRUSSES m S 5 m a U 0 U uj w m N w H Y U d w m m C3 CS16 STRAP TO HEADER BELOW WITH SSP AT TOP PLATE ABOVE (2) CS16 STRAP BETWEEN FLOORS WITH SSP AT TOP PLATE ABOVE ADDITIONAL' DDITIONAL CS16 BETWEEN FLOORS: `- SSP AT TCIP PLATE AND CS16 TO GIRDER BELOW TIE -DOWN LAYOUT - SECOND FLOOR M. w w r w Y U d w m d 8" HOEDOWN \ � HOLDOWN-\ NOTE: EACH EXTERIOR POST SHALL BE TREATED -� 44 POST ON ABU44-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 NOTE: REFER TO SHEET SD -9 FOR QUICKTIE SYSTEM DETAILS ANCHOR BOLTS @ 24"O.C. HTT5 HOLDOWN A wo. HOLDOWN HOLDOWN WITH SSP AT TOP PLATE M. TIE -DOWN LAYOUT - FIRST FLOOR L REVISED PLAN AND FLIPPED NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL. Y.. MN, - 1" MAX 11, I'mwm"N 1 1 1 .11 OPTIMAL 22Y2° ANGLE 0' DUBLE 30 I PLATE1 � II � 1 3„ (1/-1/4") SDWC 1560 SCREW STUD SECTION- SDWC 15600 ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLO C.A. NUMBER: 25846 E € \\,\111 1111111 II11/I ///I I/ G X1,0 = $ N 079 = - 3 A OF s J •'FLOYffS. �S�N>�E d CO M N �l/IrnuulUll\ E 3 MEDEROS HOMES HOLDOWN ALTERNATES: HTT5 AT SILL PLATE WITH SSP AT DOUBLE TOP PLATE $ PROJECT: STOCKS STREET OR w UNIT 1 JOB NUMBER: 19.1103 F-- C� QTO (ORANGE) QUICK TIE SYSTEM. r SCALE: �11= 1' OI' (U.O.N.) REFER TO DETAILS ON SD -9 FOR ADDITIONAL STUD REQUIREMENTS 3 DO NOT SCALE THIS DRAWING w TIE -DOWN LEGEND: RELEASE DATE: 07-01-19 REVISIONS Y = QTB (BLUE) QUICKTIE SYSTEM FROM U FOUNDATION TO DOUBLE PLATE. DRAWN BY: DJM O = QTB (BLUE) QUICKTIE SYSTEM FROM FOUNDATION TO UPPER CHECKED BY: FSS TITLE: TIE -DOWN LAYOUTS - FLOOR DOUBLE PLATE. FIRST & SECOND FLOORS ❑ HOLDOWN - REFER TO NOTE FOR m SHEET: ACCEPTABLE ATERNATES. a `- SSP AT TCIP PLATE AND CS16 TO GIRDER BELOW TIE -DOWN LAYOUT - SECOND FLOOR M. w w r w Y U d w m d 8" HOEDOWN \ � HOLDOWN-\ NOTE: EACH EXTERIOR POST SHALL BE TREATED -� 44 POST ON ABU44-Z POST BASE. STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 NOTE: REFER TO SHEET SD -9 FOR QUICKTIE SYSTEM DETAILS ANCHOR BOLTS @ 24"O.C. HTT5 HOLDOWN A wo. HOLDOWN HOLDOWN WITH SSP AT TOP PLATE M. TIE -DOWN LAYOUT - FIRST FLOOR L REVISED PLAN AND FLIPPED NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL. Y.. MN, - 1" MAX 11, I'mwm"N 1 1 1 .11 OPTIMAL 22Y2° ANGLE 0' DUBLE 30 I PLATE1 � II � 1 3„ (1/-1/4") SDWC 1560 SCREW STUD SECTION- SDWC 15600 ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com FLO C.A. NUMBER: 25846 E € \\,\111 1111111 II11/I ///I I/ G X1,0 = $ N 079 = - 3 A OF s J •'FLOYffS. �S�N>�E d CO M N �l/IrnuulUll\ E 3 MEDEROS HOMES HOLDOWN ALTERNATES: HTT5 AT SILL PLATE WITH SSP AT DOUBLE TOP PLATE $ PROJECT: STOCKS STREET OR T UNIT 1 JOB NUMBER: 19.1103 COUNTY: DUVAL QTO (ORANGE) QUICK TIE SYSTEM. r SCALE: �11= 1' OI' (U.O.N.) REFER TO DETAILS ON SD -9 FOR ADDITIONAL STUD REQUIREMENTS 3 DO NOT SCALE THIS DRAWING TIE -DOWN LEGEND: RELEASE DATE: 07-01-19 REVISIONS ZN 09-06-19 DJM = QTB (BLUE) QUICKTIE SYSTEM FROM FOUNDATION TO DOUBLE PLATE. DRAWN BY: DJM O = QTB (BLUE) QUICKTIE SYSTEM FROM FOUNDATION TO UPPER CHECKED BY: FSS TITLE: TIE -DOWN LAYOUTS - FLOOR DOUBLE PLATE. FIRST & SECOND FLOORS ❑ HOLDOWN - REFER TO NOTE FOR m SHEET: ACCEPTABLE ATERNATES. BRICK VENEER WITH 1" AIRSPACE T TT CL1J B ER AND WALL TIES BRICK VENEER WITH 1" AIR (1) #5 CONT. �J <J HENGINEERING, CONT. FLASHING; PROVIDE WEEP HOLES SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC SILL PLATE INC. @ 33"O.C. CONT. FLASHING; PROVIDE -� SILL PLATE �, JOINT FILLER HEIGHT OF CURB VARIES (8" m 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE, FL. 32258 SILL PLATE GROUT AIR SPACE BELOW FLASHING WEEP HOLES 33"O.C. •t @ z CONCRETE SLAB 6" MIN. MAX.)CONCRETE _ P: 904.886.2401 F: 904.260.4367 SLAB s GROUT AIR SPACE BELOW www Isber En ine m g g g.com SILL FLASHING �-�-�- �' GRAD CONCRETE SLAB � ORI Qw.�dU :25846 z PLATE CONCRETE SLAB GRAD ,— " a #5 CONT. GRAD \ \\\\ l //jam//\i8" CMU STEMWALL WITH (1) #4 @ 48"O.C. N z ,\\j/\\j/\ /\\i\\i y ��' .`/'�/ •' \Ci /�/SSe i ' .• CMU STEMWALL WITH (1) #4 @ 48"O.C. /,r AND IN EACH CORNER. Vii\ o - \ _ \/\/` \//\//\ • " • v F O �i AND IN EACH CORNER. o z ��/%//�!/ FILL CELL SOLID AT EACH #4 REBAR. \/ \\ . \\ \\\/i /\\/i\\/i �i\\i\\/i 50791 Z FILL CELL SOLID AT EACH #4 REBAR. ,�/ / -"\>\ \ \ \\ HOOK REBAR 12" INTO UPPER COURSE / OF BLOCKS HOOK REBAR 12" INTO SLAB AND 6" INTO \�\\//\\/ !�\ \\ <\\! AND 6" INTO FOOTING. V-0" ONE STORY - 2 #5 CONT. _ = FOOTING. 1'-4" TWO STORY - (2) #5 CONT. E O ="y 1' 8" ONE STORY - 2 #5 CONT. 1' 5" ONE STORY - 3 #5 CONT. ONE STORY - (2) #5 CONT. STORY q P, • ��' a O�t� �• . f� 1 �, 1' 8" TWO STORY (3) #5 CONT. 1'-9" TWO STORY - (3) #5 CONT. - (3) #5 CONT. A SECTION - STEMWALL WITH BRICK ,SECTION - MONOLITHIC WITH BRICK D SECTION- STEMWALL AT GARAGE SECTION MONOLITHIC AT GARAGE - �F 0) .50PE 791 F P No. 50791 SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT. d CO EN 16: ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. f. CONCRETE SLAB s q SILL PLATE M1 E CONCRETE SLAB SILL v v v y PLATE GRAD CONCRETE SLAB I E CONCRETE SLAB GRADE GRAD VA/ v�//�� CONT: A �,�-- \ GRADE VA/�Ajv�jAv/�Aw�w�!/ A --=- �- VA/AA/A CMU STEMWALL WITH (1) #4 @ 48"O.C. A/%/%' AND IN EACH CORNER. 'v/iv//v/ ��/%\//j�/ Qr� m a �. �•�//V//V/ VAjA VAjAAjA 1 #5 CONT. / / / / / O - // �` AAAVAV/ �wv ADD 8" x 16" CMU TO INSIDE OF ?l ' - o A/ • A/AA/� VA/ • . V/wv/ FILL CELL SOLID AT EACH #4 REBAR. A/AA/ ; / • A/ �'/�A//VA//` o , v VAj�� VA/AA/AA o SVA//V //Vv//vv// STEMWALL AT POST LOCATION <\/�\\//\\//\\/\\//\\// HOOK REBAR 12" WTO SLAB AND 6" INTO '�" / /\\/' WITH (1) #4 VERTICAL IN EACH /\/!ice!%\ �AA'�AA FOOTING. 6 NOTED)#5 1'-0" ONE STORY - (2 CONT. AS A VAj�.,,._;>� ( REINFORCEMENT (AS NOTED) 11-81, ONE STORY 2 #5 CONT.STORY - (2) #5 CONT. AS NOTED REINFORCEMENT (AS NOTED) - 1'-8" TWO STORY - (3) #5 CONT.-- — B SECTION - STEMWALL SECTION -MONOLITHIC E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT THICKENED EDGE SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACTSD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. - BRICK VENEER WITH 1"AIRSPACE "' ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD -2)' m CLIENT: AND WALL TIES MEDEROS HOMES CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. - BRICK VENEER WITH 1"AIR SPACE STHD14 STRAP NAILED TO - GARAGE DOOR POST. a — m PROJECT: AND WALL TIES PA51 STRAP NAILED TO GARAGE GROUT AIR SPACE BELOW FLASHING x J a DOOR POST. BEND STRAP INTO EMBED STRAP INTO FOOTING a STOCKS STREET TOWNHOME (1) #5 CONT. ¢ CONT. FLASHING; PROVIDE WEEP �I z LL AS SHOWN. FOOTING AS SHOWN. SILL PLATE �� -FILL JOINT WITH ELASTOMERIC /DUVAL _ HOLES @ 33"O.C. 6 MIN - GROUT AIR SPACE BELOW FLASHING - 01 0 ¢ 0 w, - a — z A JOB NUMBER: COUNTYi / JOINT FILLER z SILL � 2E ` HEIGHT OF CURB VARIES (8"MAX.) Q �' w _ Y LL - SCALE: PLATE 0 %"=1-0" (U.O.NCONCRETESLAB .) \/\\ j / / CONCRETE SLAB GRADE \ ivv v vv/ivv;—� l GRAD - - - -- "= AND BENT 12" MINIMUM INTO a THICKENED EDGE. ��, g DO NOT SCALE THIS DRAWING RELEASE DATE: m 07-01-19 /\ / o 8' CMU STEMWALL WITH (1)#4 @ 48"O.C. o z_� � / �jv�� / /\\\� �� II GRADE n a REVISIONS: / / vv V AND IN EACH CORNER. •) •',._ Q II g ,� • �% FILL CELL SOLID AT EACH #4 REBAR.v \ vv y/ y�vy yv�jjvAjv` - IF GRADE -a HOOK REBAR 12" INTO UPPER COURSEv� viwv�,y j / 5 \, y \V ., !� BY: OF BLOCKS AND 6 " INTO FOOTING. v/w ( �• � DRAWN DJM 1' 8"' ONE STORY - (2) #5 CONT. V-5- 1 ONE STORY (3) #5 CONT. 1' 9" TWO STORY - 3 #5 CONT. O �i���/vii; �:��>����vv/wiwvvvvvvivvjAvjwivvjvvjvvvivvwvv// �� �% / % / / �� / i// /� /� / . / / / / / ;���������jA�/AA�jvv ��w NOTE: !�Aw�w�wi` - a CHECKED BY: FSS V-8" TWO STORY - (3) #5 CONT. 6 wIIN. ,AAAA/�A/�A�/,�A/ --- \ \!\!` REINFORCEMENT IS NOT REQUIRE IS ` TITLE: TO PASS THROUGH SLOTS IN STRAP. - FOUNDATION DETAILS c SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK F DETAIL - PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION MONOLITHIC - SHEET of 2 SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. a SHEET: �1 m J D SHOWER AREA TL SHOWER AREA MONOLITHIC FOOTING (2) MSTAM36-Z STRAPS ULSBERG NAIL EACH STRAP TO CRIPPLE STUD2 ENGINEERING, INC. 8" CMU STEMWALL WITH (13) 10d COM NAILS `, 11481 OLD ST. AUGUSTINE RD., SUITE # 202 FORM EDGE 3" MAXIMUM OVERHANG (OPTIONAL) - FASTEN STRAP TO FOUNDATION JACKSONVILLE, Ff. 32258 - P: 904.886.2401 F: 4.260.4367 PLAN VIEW PLAN VIEW CONCRETE SLAB o ( o I WALL 2X" CON HN 8 w u er E eerin .com 9 9 F ORIDA tA. MBER:25846 CREWS SONRY ORCRETE MAx _ (8)4' x 1 X" CONCRETE SCREWS INTO CONCRETE. CONCRETE SCREWS SHALL BE "TAPPER" '� ESS �' 6" MIN. (1) #4 CONT. GRAD /�� \\ \\i (1) #5 CONT. \\/ POWERS WITH PERMA-SEAL FINISH OR EQUAL. 3 cP = V��8" CMU STEMWALL WITH (1) #4 @ _ 507 I 2 SILL HEIGHT OF CURB VARIES SILL 1) #4 CONT. / /\\/\\//\ 48"O.C. AND IN EACH CORNER. =' STRAP SHALL BE COVERED WITH = 1} ;• PLATE CONCRETE SLAB C-4 f LATE HEIGHT OF CURB VARIES (8" MAX.) q i o \%j/\\/ FILL CELL SOLID AT EACH #4 / / SIDING OR STUCCO ��\// $ _ = z 6" MIN. \� REBAR. HOOK REBAR 16" INTO /j PORCH AND \ NOTE: ='a s,� OF - GRAD E-\ CONCRETE SLAB ��\ ��//�\� SLAB 6" INTO 6 �A;����� FOOTING. THIS DETAIL MAY BE SUBSTITUTED FOR AwA` EITHER THE PA51 STRAP (STEMWALL) �' GRAD \\ \\/\\i\, OR #5 CONT. 91M 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. THE STHD14 STRAP (MONOLITHIC). AND IN EACH CORNER. - FILL CELL SOLID AT EACH #4 REBAR. \\\���/ •,° • , ;\; L SECTION -PORCH STEMWALL �� DETAIL -EMBEDDED STRAP ALTERNATE MMENT . \�j ��/ HOOK REBAR 12" INTO SLAB AND 6" INTO \/ //\/\/\//\��� ii d SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -2 FOOTING. ��,���, - ENGINEER FOR ADDITIONAL REQUIREMENTS. 1' _g^ ONE STORY - 2 #5 CONT. O 1'-0" ONE STORY- 2)#5 CONT. 1'-4" TWO STORY - (2) #5 T. 1' 8" TWO STORY - (3) #5 CONT. NOTE: SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) ° AS SOON AS THE CONCRETE HAS HARDENED ENOUGH G SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTION -MONOLITHIC AT EXTERIOR WALL SHOWER -CONCRETE SLAB NOT To BE DAMAGED DURING THE CUTTING PROCESS. (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) E - SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS 000 - vAVAj/AAjjvA /\ \ \ \/� \\i\\i //\ //\ \� �� GRAD �A�/A� VA�\#5 CONT. ��1)CONCRETE FILL CUT WITH 1" DEEP x �/" WIDE SAW ELASTOMERIC CUT AT DENOTED FILLER LOCATIONS. CONCRETE SLAB SILL SLAB 8" CMU STEMWALL WITH (1) #4 @ PLATE / //\//�\//\\ �• 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 e ,�A//AA//� �7j \ h •° \ °SRA - - REBAR. H K 00 REBAR 16" INTO - - PORCH SLAB AND 6" INTO FOOTING. 6 CONCRETE SLAB 1'_g^ (2) #5 CONT. 1'-4" ONE STORY - (2) #5 -CONT. (1) #5 CONT. V-8" TWO STORY - (3) #5 CONT. - CLIENT: D MEDEROS HOMES M SECTION - PORCH STEMWALL WITH BRICK [T� SECTION -TYPICAL SAW -CUT CONTROL JOINT H SECTION -INTERIOR BEARING K SECTION -THICKENED EDGE SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -2 SD -2 SD -2 _� PROJECT: STOCKS STREET TOWNHOME JOB NUMBER: allm COUNTY: DUVAL CURB HEIGHT VARIES BEARING POST (AS NOTED) TREATED POST 3 SCALE: 3 _ �° = V-0" (U.O.N.) SILL —CONCRETE SLAB � PLATEI CONCRETE SLAB CONCRETE SLAB ABU_ POST BASE WITH PAVERS BY OTHERS e„ sGALV. ANCHOR EMBEDDED 9 DO NOT SCALE THIS DRAWING RELEASE DATE: HEIGHT VARIES 12„ (SET -XP ADHESIVE) z 07-01-19 REVISIONS: wl ��_- oT—F Lu o �_° _ _ _CURB - 8” TALL, 12” SQUARE GROUTED x�%%" CMU OR CAST -IN-PLACE CONCRETE "= DRAWN BY: ON 24"X 24"X 12" PAD DJM jPEDESTAL (AS NOTED) REINFORCEMENT (AS NOTED) g"� (1) #4 CONT. 2.0" FOOTING WITH (2) #5 EACH WAY a CHECKED BY: FSS 1' 4n ONE STORY - �2) #5 CONT. = TITLE: 1-8 TWO STORY - (3) #5 CONT. = FOUNDATION DETAILS J SECTION - BEARING STEPDOWN P SD -2 SECTION - INTERIOR BEARING PAD FOOTING a SECTION - NON-BEARING STEPDOWN DETAIL - PAD FOOTING AT PAVERS - SHEET z Of z SD -2 SD -2 SD -2 a SHEET: SD -2 ROOF COVERING (BY OTHERS) ULSBERG HENGINEERING, INC. SIMPSON %" O x 6" TITEN HD OR 8" THREADED ROD SET IN ADHESIVE WITH MINIMUM 4" EMBEDMENT WITH NUT & 1" WASHER c DETAIL - ANCHOR BOLT DETAIL DOUBLE PLATE NUT WITH 2"x 2"xis" WASHER ALTERNATE: SIMPSON LBPS% SLOTTED WASHER WITH 1" WASHER. %" O THREADED ROD SIMPSON %"O x 6 %" TITEN HD ROD COUPLER OR!" THREADED ROD SET IN ADHESIVE WITH MINIMUM 4" EMBEDMENT WITH NUT & 1" WASHER „ i, .. Ii L - THREADED ROD ASSEMBLY ROOF CORNICE (BY 2x- No.2 SPF OR No. 2 SYP —� _ _ _ - SUBFASCIA WITH (2) 0.131"x 3%a" ENDNAILS AT TRUSS (U.O.N.) TRUSSES DETAIL OTHERS) Xs" OR 1%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF 1%2" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF 1 s /2" RATED SHEATHING, EXPOSURE I -METAL ROOF FASTEN WITH 0.113" x 2 a" RING SHANK NAILS @ 6-O.C. ON EDGES AND INTERMEDIATE SUPPORTS. GYPSUM BOARD CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) GYPSUM BOARD - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, F 32258 P: 904.886.2401 F: 4. 60.4367 www,HulsbergEn ine ring.com FI­Oa*sjA!t"961j25846 a �, NSA' : N' Z = 50?91 = 7k TE F _ ';�� '•• �` q O D P• ' , ''�', s .N �V�PN�j\\ �•`` �IMPSi�` Ld !E - FL PE No. 50791 SD-3 � Co MENT . s Xs" RATED SHEATHING, EXPOSURE I. FASTEN WITH 0.131" x 2Y2" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 3 ROOF COVERING (BY OTHERS) ROOFTRUSSES� NUT WITH 1" CUT WASHER 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM BOARD WITH 0.131"x 3Y4" NAILS @ 6"O.C. CORNICE DETAIL \ (BY OTHERS) I / 2%2" RATED STURD-I-FLOOR (T&G) SHEATHING GLUED AND NAILED. FASTEN WITH 0.131" x 2Y2" RING SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE - FIELD. FLOOR JOIST (I-JOIST SHOWN, SAWN / JOIST SIMILAR - SEE SECTION "C" ON s / SD-4 FOR OPEN WEB TRUSS) X6" OR 1%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF 3 2x_ No.2 SPF OR No. 2 SYP \ SUBFASCIA WITH (2) 0.131"x 3Ya" ENDNAILS AT TRUSS (U.O.N.) 1%2" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF %z" RATED SHEATHING, EXPOSURE I -METAL ROOF FASTEN WITH 0.113" x 2 X" RING SHANK NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. GYPSUM BOARD RIM BOARD - GYPSUM BOARD NAIL JOIST TO PLATE WITH (2) 0.131"x 34- TOENAILS CONNECTOR AT EACH TRUSS (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) - (SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH a APPLY SHEATHING HORIZONTALLY FOR STUCCO � I � —GYPSUM APPLICATIONS, EXCEPT THAT 7/16" STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE INSTALLED VERTICALLY. (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) BOARD 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 0.131"x 34'NAILS @ 8"O.C. THREADED COUPLING AS REQUIRED GYPSUM BOARD 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) m CLIENT: MEDEROS HOMES r _ APPLY SHEATHING HORIZONTALLY FOR STUC CO APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 RATED OR 15/ 32" RATED SHEATHING MAY BE INSTALLED VERTICALLY. PROJECT: STOCKS STREET TOWNHOME _ —a _-- NOTE: / SILL PLATES ON EXTERIOR WALLS XC RATED SHEATHING, EXPOSURE 1• FASTEN WITH 0.131" x 2/2" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) — - NOTE: SILL PLATES ON EXTERIOR WALL 7 Xs' RATED SHEATHING, EXPOSURE 1. /—FASTEN WITH 0.131" x 2'/z" NAILS 6 0 C @ " . ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) " JOB NUMBER: -03 COUNTY: 3 SCALE: - = 1'-0" (U.O.N.) SHALL BE ANCHORED BY THREADED ­ ----_ RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING (U.O.N.) INSET WALLY2" FOR STUCCO (SEE APPLICATIONS \ i THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "C" THIS SHEET) 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS DETAIL "C" THIS SHEET) SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS AS REQUIRED TOm MAINTAIN MAXIMUM 48 O.C. SPACING (U.O.N.) INSET WALLY2" FOR STUCCO APPLICATIONS ��_ THREADED ROD ASSEMBLY AT NOTED SPACING (SEE DETAIL "C" THIS SHEET) 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS �� (SEE DETAIL "C" THIS SHEET) - DO NOT SCALE THIS DRAWING m RELEASE DATE: 07-01-19 REVISIONS: _ m =DRAWN BY: DJM " --SEE FOUNDATION DETAILS °' ---SEE FOUNDATION DETAILS -5!_ CHECKED BY: FSS TITLE: FRAMING DETAILS SHEET 1 of s A SECTION - TYPICAL EXTERIOR SD-3 ONE STORY WALL B SECTION - TYPICAL 8D-3 EXTERIOR TWO STORY WALL a SHEET: SD-3 SILL PLATE (BELOW) 2xCORNER FRAMING FULL T TTL ����� U_ HEIGHT STUDS (TYPICAL) ENGINEERING, INC. 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND (2 ROWS OF 0.131"x 3 X" 11481 OLD ST. AUGUSTINE RD., SUITE # 202 d JACKSONVILLE, FL. 32258 BOARD WITH 0.131"x 3Ya" NAILS @ 6"O.C. �_ -- N ILS @ 12"O.C. m P: 904.886.2401 F: 904.2 4367 BAND BOARD STAGGERED (TYPICAL) �- www.Huls g ginee com FLOR A C.A. 4MVfy 25846 E 2x6 OR 2x8 FRAMED WALL a O��• 5����', SILL PLATE (BELOW) (�� . ' \ At. • '; OPEN WEB TRUSS 2x4 CORNER FRAMING FULL HEIGHT STUDS = y �507� Z= MINIMUM OF (3) 2x4 BLOCKS 12" LONG NAILED SHEATHING CONTINUOUS FROM BAND BOARD TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH WITH (4) 0.131"x 3X" NAILS TO EACH ADJACENT $ _ ", EDGE NAILING REQUIREMENTS OF UPPER WALL STUD i T T•E OF TOENAIL TRUSS TO PLATE WITH ALTERNATE: INSTALL SOLID STUD IN THIS SPACE (2) 0.131"x 3Ya" NAILS 2x4 CORNER FRAMING FULL HEIGHT STUD '�•�����\,` DOUBLE PLATE (U.O.N.) (21 ROWS OF 0.131"x 3/a" FLi�E'f�g11�tiM!-'t1'/�1 2x4 FRAMED WALL ILS @ 12"O.C. a Co ENTs: C SECTION - TYPICAL OPEN WEB FLOOR TRUSS rFSECTION - TYPICAL FRAMING AT 900 CORNERS SD-4 m 3 SD-4 SD-4 NAIL SCAB TO TOP CHORD WITH (4) 0.131"x 3X" NAILS METAL CONNECTOR REQUIRED METAL CONNECTOR " o (SEE CONNECTION SCHEDULE) ---_ NOT REQUIRED m ADD 2x4 VERTICAL SCAB IN EACH «< E TRUSS IF NO WEB IS PRESENT UPLIFT CONNECTOR (AS NOTED)((3) v 0.131"x 3Ya" NAILS TYPICAL AT EACH -- TRUSS DOUBLE PLATE 2x4 SPF BLOCKING NAIL WITH (2) 2x4 X BRACE ACROSS LENGTH OF DOUBLE PLATE lo 0.131"x 3X" NAILS AT EACH END (7 END NAIL OR TOENAIL) SHEARWALL 2x SPF #2 STUDS 16"O.C. 2x SPF #2 STUDS 16"O.C. @ @ s - ZZ]i NAIL SCAB TO PLATE WITH (3) *i" 0.131 x 3/a TOENAILS TRUSS (AS NOTED) THREADED 0 CONCRETE 10d CUT NAIL H DED ROD ASSEMBLY R QUICK-TIE AT NOTED SPACING @ 24"O.C. OR a"x 3 4" TAPCON SCREW @ 32"O.C. TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES - \\ 2x TREATED SYP #2 2x TREATED SYP #2 NAIL PORCH SHEATHING AS NOTED TOENAILED TO DOUBLE PLATE WITH 0.131"x 34' NAILS @ 4"O.C. SILL PLATE SILL PLATE `EXTERIOR FRAMED WALL DOUBLE PLATE MINIMUM %s" RATED SHEATHING, UPLIFT (ROOF) - RODS OR QUICK-TIE FLOOR LOAD ONLY OR - EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED ON WALL LAYOUT (BLOCK ALL EDGES) - CLIENT: D SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS SECTION INTERIOR SHEARWALL PERPENDICULAR TO TRUSS 45 45 MEDEROS HOMES G - METAL CONNECTOR OR METAL CONNECTOR NOTED) SD-4 SD-4 SECTION ONLY APPLIES WHEN REFERENCED(AS BLOCKING REQUIRED m PROJECT: (AS NOTED) SIMPSON SDWC 15600 SCREW a STOCKS STREET TOWNHOME - - @ 32"O.C. - U.O.N. NAIL EACH END OF BLOCKING TO D BL DOUBLE PLATE —DOUBLE PLATE = JOB NUMBER: COUNTY: TRUSS AS NOTED ( )INSTALL BOTTOM CHORDS WITH 3 0.131"x 3X"19-1103 O s SCALE: 2x4 BLOCKING BETWEEN 2x SPF #2 STUDS @ 16"O.C. q Y8„ _ 1'-0" (U.O.N.) 2x4 SPF NAILER- NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. -SHEATHING (AS NOTED) E 0.131"x 3)/4" NAILS @ 6"O.C' SIMPSON SDWC 15450 SCREW DO NOT SCALE THIS DRAWING 49 m RELEASE DATE: - 07-01-19 BOTTOM CHORD OF TRUSS ---NAIL EACH BLOCK TO DOUBLE PLATE WITH (3) 2x SPF #2 STUDS 16"O.C. @ @ 32"O.C. - U.O.N. ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 REVISIONS: 0.131"x 3X" NAILS % SPACING (48" O.C. MAXIMUM) SILL PLATE NAIL PORCH SHEATHING AS NOTED 2x TREATED SYP #2 ANCHOR BOLTS AT NOTED _ DOUBLE PLATE SILL PLATE = DRAWN BY: PACING (32" O.C. MAXIMUM) EXTERIOR FRAMED WALL — —MINIMUM %6" RATED SHEATHING, C u DJM m CHECKED BY: EXPOSURE I FASTEN AS NOTED — — _ .- FSS ON WALL LAYOUT (BLOCK ALL EDGES) SHEARWALL UPLIFT (ROOF) - SCREWS TITLE: = FRAMING DETAILS E SECTION- EXTERIOR WALL PARALLEL TO TRUSS H SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION - INTERIOR WALL CONDITIONS BEARING AND/OR SHEARWALL = SHEET 2 of 3 SD-4SD-4 THIS SECTION ONLY APPLIES WHEN REFERENCED sD-4 SHEET: S D-4 (TYPICAL DOUBLE PLATE SPLICE) TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE) / 48" MINIMUM SPLICE LENGTH I JOINT IN LOWER PLATE MINIMUM NAILING OF JOINT IPI UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL PLATES WITH 0.131"x 3" UL SB ERG WITH 0.131"x 3Ya" NAILS @ 6"O.C. STAGGERED THREADED ROD ASSEMBLY CENTERED TYPICAL STUD TO L (16) 0.131"x 3' NAILS IN THIS ZONE. I (TYPICAL) I I � NAILS @ 8"O.C. STUD TO PLATE NAILING *HENGINEERING, INC. ON SPLICE IN PLATE OR THREADED ROD DOUBLE PLATE r STAGGERED 11481 OLD ST. AUGUSTINE RD., SUITE # 202 8" MAX. 6" MAX. ASSEMBLY WITHIN 12" ON EACH SIDE OF JACK STUD AND KING CONNECTION I JOINT. 6" MAX. STUD REQUIREMENTS TYPICAL FRAMING AT CHANGE IN STUD SIZE END NAIL TOENAIL m JACKSONVILLE. FL. 32258 P: 904.886.2401 F: 9 (SEE WALL LAYOUT 2x4 (2) .260.4367 PLATE HEIGHT (3) www.HulsbergEn ering.com E FLO C.A. BER: 25846 MSTA36 STRAP 2x63 4 O O I ( CENTERED ON CHANGE IN 2x8 (4) (5) THREADED ROD ASSEMBLY WITHIN 6" OF SPLICE IN LOWER PLATE PLATE HEIGHT 2x10 (5) _ .'' N S ALTERNATE: IF ROD IS GREATER I 2x4 BLOCKING BETWEEN (6) • '� THAN 6" FROM SPLICE -ADD NAIL EACH PLATE TO JACK STUD \ / STUDS TOENAIL * ALL NAILS NOTED ARE 0.131"x 3Ya" : s 5Q]9 SSP AT SPLICE. WITH (3) 0.131"x 3'/a" NAILS - TOENAIL OR ENDNAIL EACH END _ OR ENDNAIL (TYPICAL) TO ADJACENT - STUD WITH (3) 0.131"x 3Ya" - = • NAILS = -= -o A T OF 2x_ SPF #2 STUDS HEADER TO KING NAILING 3 ; 9 @ 16"O.C. (U.O.N.) 2x6 (SEE WALL LAYOUT) (3) NAILS PER PLY 19 DOUBLE SILL REQUIRED WHERE OPENING 2X8 (4) NAILS PER PLY FL' N i. x'0791 WIDTH EXCEEDS 61" U.O.N.) a OMME S: THREADED ROD 2x10 (5) NAILS PER PLY ASSEMBLY AT NOTED SPACING 2x12 (6) NAILS PER PLY --- ---JOINT IN SILL PLATE 2x— TREATED SYP SILL PLATE 9Y" OR 91' a Irl LVL (5) NAILS PER PLY E II U It II II II C .I I. II II II II II II II u u U u� u u u� u U u 11%"OR 11'-" LVL $ a (6) NAILS PER PLY E 4" MIN.; ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE THREADED (BEYOND) ROD ASSEMBLY 12" MAX. (SEE DETAIL "C" ON SHEET SD -3) CONNECTION — 14" LVL 7 NAILS PER PLY ( ) BUILT-UP CORNER POST ANCHOR COUPLED TO THREADED ROD BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) "C" 16" LVL (8) NAILS PER PLY (SEE DETAIL ON SHEET SD -3) NAIL EACH PLY WITH 0.131'x 34" L NAILS @ 6"O.C. STAGGERED DETAIL - TYPICAL WALL FRAMING CONDITIONS SD -5 3 12" MAX. a y INSTALL MSTA24 STRAP - INSTALL DSP CLIP @ 3"O.C. LOOPED OVER DOUBLE MAXIMUM SPACING (32"O. PLATE. NAIL TO CRIPPLE ON - EACH SIDE WITH (6) CLIENT: .131" x 1 Y" NAILS. MEDEROS HOMES DOUBLE PLATE ', � JACKS AND KING STUDS - STRAP CRIPPLE PROJECT: (AS NOTED) TO HEADER WITH HEADER (AS NOTED) LSTA18 STRAP STOCKS STREET TOWNHOME 2x_ BLOCKING (TYPICAL) JOB NUMBER. COUNTY. 0.131 "x 3'/a" TOENAILS AT EACH END _ _ - - - - - -_ - _ -_ -_ -_ - 'SCALE: PICALI al -EACH SILL PLY TO KING STUD THREADED ROD ASSEMBLY _ _ _ T ^ THREADED = %" = 1' O" (U.O.N.) WITH (3) 0.131"x 3Ya" NAILS - TOENAIL ROD ASSEMBLY 9 DO NOT SCALE THIS DRAWING OR ENDNAIL (TYPICAL) NOTE: I� NOTE: N RELEASE DATE: d BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 THREADED HRE DED ROD A SSEMBLY THREADED ROD ASSEMBLY 07-01-19 � REVISIONS: Y" NAIL PENETRATION INTO MAIN FRAMING NOT REQUIRED AT GARAGE DOOR OPENINGS (U.O.N.)MEMBERS. NOT REQUIRED AT GARAGE m (TYPICAL) DOOR OPENINGS (U.O.N.) N.)- (2) 2x_ SILL " n u II It u II DRAWN BY: DJM SHEATHING MAY CANTILEVER UP TO 2" —ANCHOR AS REQUIRED ANCHOR AS REQUIRED � CHECKED D BY: MAXIMUM PAST SUPPORTS. ALL WINDOW FSS ATTACHMENTS MUST BE ANCHORED INTO 2x_ FLUSH HEADER CONDITION DROPPED HEADER CONDITION = TITLE: MEMBERS. - FRAMING DETAILS DETAIL - TYPICAL ARCH TOP OPENING DETAIL DOUBLE PLATE STRAPPING OVER WIDE OPENINGS - SHEET 3 of 3 M N - SD -5 SD -5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SHEET S D END VERTICAL BRACING REQUIREMENTS BRITTLE FINISH BRACING 16"O.C. 24"O.C. 1611O.C• FLEXIBLE FINISH 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" TO 145" 60" TO 126" 2x6 L -BRACE 115" TO 182" 100" TO 158" 146' TO 232" 127" TO 201" LAS I TRUSS IN ROW REQUIRING BRACING T NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS IJL SBERG 2x4 BLOCKING - TOENAIL OR ENDNAIL RATED ROOF SHEATHING HENGINEERING, INC. EACH END TO ADJACENT TRUSS WITH - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 (3) NAILS>� /Z NAIL DIAGONAL BRACE TO INTERMEDIATE JACKSONVILLE, FL. 32258 ROOF SHEATHING WEBS WITH (2) NAILS P: 904.886.2401 F: 904.260.4367 _ www.HulsbergEngirTring.com 2x4 SPF No.2 DIAGONAL BRACE FLO �,A, �R: 25846 (TYPICAL AT EACH END OF BRACE (IF REQUIRED) LAL BRACING) E �Q A✓ ROOF TRUSS (BY OTHERS) WITH CONTINUOUS TERA '%, NOTE: I I TO REPLACE 1 ROW OF LATERAL BRACING NAIL DIAGONAL S BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER O 0 G GO L BRACE TO TRUSS G• .- j I FLEXIBLE FINISHES ARE WOOD SIDIN 3, HARDI-PANEL, j j INSTALL 2x4 No.2 SYP T -BRACE NAILED TO IWEB WITH (3) NAILS 3 (��: C� BRICK VENEER, ETC. I I EACH PLY OF TRUSS WEB AT 6°O.C. WITH - Q 50791 = J — tATED ROOF SHEATHING I I CONTINUOUS LATERAL BRACE (QUANTITY = ¢ < " 0.131" x 3" NAILS TO REPLACE (2) ROWS OF v I•I ` AND LOCATION DEFINED BY TRUSS SHOP a ;x_ L -BRACE NAILED TO I I LATERALBRACING INSTALL 2x6 No.2 SYP , `> DRAWING.) _ F_ /ERTICAL WEB WITH I T- BRACE NAILED TO EACH PLY OF TRUSS <441, O� ------ -- NAIL CONTINUOUS LATERAL BRACE TO131'x 3' NAILS @ 6"O.C. WEB WITH 0.131" x 3" NAILS @ 6"O.C.EACH TRUSS WEB WITH (2) NAILSiVERTICAL WEB IN GABLE - - -- ----- --a %,'(` R •`•�' X,� TRUSS ROOF TRUSSES (BY OTHERS) a 2x_ LOOKOUTS AT 48"O.C. I NOTES: F'Oi�@+$rSWiRS(NV��E Ll w NOTE: (3) TRUSSES 1 IMUM1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 1- FL PE No. 50791 16" OR 24" O.C. = FOR CONTINU S LATERAL B CENo.3 SYP OR 2x4 No.2 SPF OR BETTER U.O.N. a COM Nrs: T -BRACING TO BE USED WHEN CONTINUOUS � ( ) ow SPACING (SEE TABLE:) LATERAL BRACING IS IMPRACTICAL. I 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS L (U.O.N.) B SECTION - TYPICAL T -BRACE C A DETAIL - TYPICAL VERTICAL BRACING AT GABLE END DETAIL -TYPICAL LATERAL TRUSS BRACING SD -6 SD -6 SD -6 2x4 SYP BLOCKING BETWEEN (3) 0.131"x 3Y TOENAILS E LOOKOUTS H2.5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3Y" NAILS AT EACH LOOKOUT TO NUT & 3"x 3"x'/a" WASHER EXTERIOR SHEATHING SHALL 2x4 LOOKOU-S @ 48-O.C. FOR TOP CHORD OF TRUSS. (SEE THREADED ROD ASSEMBLY DETAILS.) ROOF SHEAT' 2x6 BLOCKING BETWEEN TRUSSES WITH 2x4 BLOCKING BE NAILED TO BOTTOM CHORD OVERHANG 12" LONG 2x_ SCAB MATCH BOTTOM CHORD WITH %" OF TRUSS WITH / SHEATHING (AS NOTED) (3) 0.131"x 3/a" NAILS EACH END REQUIRED BETWEEN SPACERS NAIL w! (3S 0.131"x 3" NAILS ) - 0.131"x 2 1/2" NAILS @ 6"O.C. ROOF SHEATHING (AS NOTED) LOOKOUTS (U.O.N. ON WALL LAYOUT) —2x BARGE RAFTER BOTTOM CHORD OF GABLE END TRUSS BALLOON FRIaMED STUDS THREADED ROD ASSEMBLY (AS NOTED) I I I I FASCIA (BY OTHERS) SINGLE PLATE NAIL TO TRUSS I I SECTION A -A I ���\ I I 2x4 LOOKOUTS @ 48"O.C. 2x4 LOOKOUTS @ 48"O.C. BOTTOM "O.C. WITH 0.131"x 3/a" I I �� I I I FOR OVERHANG NAILS @ 6"O.C. I I I H3 CLIP OR SDWC 15450 OR EQUAL H3 OR EQUAL AT AT EACH LOOKOUT EACH LOOKOUT GABLE END TRUSS (DROP GABLE) ROOF SHEATHING (AS NOTED) I __ —2x6 BRACE SPACED @ 48"O.C. — 3 CLIENT: UNLESS OTHERWISE NOTED TOP CHORD OF GABLE END a MEDEROS HOMES DETAIL - BALLOON FRAMED GABLE END (LOW CEILING VAULT) I I I I I ON ROOF LAYOUT. TRUSS sD-s 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.C. VERTICAL WEB OF GABLE EN = PROJECT: H2.5A AT EACIi LOOKOUT I WITH 0.131"x 2 Y NAILS IF BRACE TRUSS STOCKS STREET TOWNHOME e/ LENGTH EXCEEDS 9'-0". 2x4 LOOKOUTS @ 48"O.C. FOR I I I „ OVERHANG I I I I I � NUT & 3"x 3"x/4 WASHER JOB NUMBER: coUNITY: ROOF SHEATHING (AS NOTED)I LSTA12, LTP4, OR SDWC 15600 A 3 SCALE: 2x4 SYP BLOCKING BETWEEN — - ' @ 48"O.C. 12" LONG SCAB o _ 1' %" - 0" U.O.N. BOTTOM LOOKOUTS _ i '� /� — WITH SP CCHORD) Y - DO NOT SCALE THIS DRAWING BALLOON FRA MED STUDS SEE DETAIL "G" ON SD -6 y RELEASE DATE: (AS NOTED) \ WHERE THREADED RODS m 07-01-19 -rGBC CLIP- 2 REQUIRED AT EACH BRACE ARE SPECIFIED. a REVISIONS: DOUBLE PEIE / / O \ BOTTOM CHORD OF GABLE INTERIOR VAULT TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING END TRUSS TRUSS TO DOUBLE PLATE WITH 1% —EXTERIOR SHEATHING SHALL BE x (2) 2x_ DOUBLE PLATE DRAWN BY: NAILED TO UPPER PLY OF x 0.131" 3'/a" NAILS @ 8"O.C. DJM DOUBLE PLATE WITH '/--2x4 DRYWALL BACKING INSTALLED NOTE: THREADED ROD ASSEMBLY 0 CHECKED BY: FSS 0.131"x 2'/2" N 41LS @ 6"0 C. \ CONTINUOUSLY BETWEEN BRACES ALL MEMBERS SHALL BE #2 SYP. 2x_STUDS TITLE: — (U.O.N. ON WALL LAYOUT) _ TRUSS BRACING AND — — — GABLE DETAILS E DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT) F SECTION - GABLE END DIAGONAL BRACING G SECTION - PLATFORM FRAMED GABLE END a SHEET: SD -6 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH sD-6 THREADED ROD NOT SHOWN FOR CLARITY sD-s SD -6 NOTE: ATTACH DOUBLE PLATE TO STUD PER DETAIL "G" ON SD -7 UPPER LEVEL STUD CS16 STRAP (CUT TO LENGTH) FROM UPPER STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). NAIL INTO UPPER STUD WITH (11) 10d AND NAIL 1 INTO BEAM WITH (11) 10d NAILS. BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE BEGIN NAILING 1" MINIMUM BELOW TOP OF BEAM BEAM (AS NOTED) DETAIL - UPPER LEVEL STUD OVER BEAM SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED MONOLITHIC FOUNDATION - EXTERIOR %"x 6" TITEN HD SCREW ANCHOR or Y8" x 6" SCREW ANCHOR BY HURRI-BOLT, INC. or %" THREADED ROD SET 4Y" INTO ADHESIVE STEMWALL FOUNDATION - EXTERIOR Y" THREADED ROD SET 7" INTO ADHESIVE INTERIOR APPLICATIONS - IF EDGE DISTANCE EXCEEDS 5" USE MONOLITHIC CONDITION B DETAIL - TYPICAL DTT2-Z INSTALLATION SD -7 (USP DTB-TZ SIMILAR) MONOLITHIC FOUNDATION - EXTERIOR Y" x 12" TITEN HD SCREW ANCHOR or %" THREADED ROD SET 7" INTO ADHESIVE STEMWALL FOUNDATION - EXTERIOR %" THREADED ROD SET 12" INTO ADHESIVE INTERIOR APPLICATIONS - IF EDGE DISTANCE EXCEEDS 5" USE YY x 12" TITEN HD SCREW ANCHOR or %" x 8" TITEN HD SCREW ANCHOR or %" THREADED ROD SET 6" INTO ADHESIVE DETAIL - TYPICAL HTT5 INSTALLATION SD -7 (USP PHD5 SIMILAR) MONOLITHIC FOUNDATION - EXTERIOR %" THREADED ROD SET 12" INTO ADHESIVE STEMWALL FOUNDATION - EXTERIOR %" THREADED ROD SET 12" INTO ADHESIVE INTERIOR APPLICATIONS - IF EDGE DISTANCE EXCEEDS 5" USE %" THREADED ROD SET 8" INTO ADHESIVE EXTERIOR BEAM (AS NOTED) DOUBLE PLATE NOTCH BEAM AS REQUIRED TO FIT BENEATH DOUBLE PLATE BEAM BEARS ON (2) 2x_ JACKS (TYPICAL - U.O.N.) CONDITION:1 (NOTCHED INSTALL DSP CLIPS @ 24" O.C. OR SPH_ @ 32"O.C. EXTERIOR BEAM (AS NOTED) DOUBLE PLATE BEAM INSTALLED BENEATH DOUBLE PLATE BEAM BEARS ON (2) 2x_ JACKS (TYPICAL - U.O.N.) CONDITION: 2 (DROPPED BEAM) DETAIL - EXTERIOR BEAM TO WALL CONNECTION -- ALTERNATE ANCHOR: Y x 6" TITEN HD EXTERIOR BEAM (MECHANICALLY GALVANIZED) (AS NOTED) WITH 2" xYs" WASHER H6 CLIP FROM POST TO BEAM LAP BEAM PLIES AND NAIL AS SHOWN - (5) 0.131"x 3Y4" NAILS PER PLY PT POST (AS NOTED) H6 CLIP FROM POST I lil TO BEAM II PT POST (AS NOTED) EXTERIOR BEAM i 1 /--ABU POST BASE (AS NOTED) (AS NOTED) PLAN VIEW AT TOP OF POST WI • • � THREADED ROD • � WITH NUT SET IN .a / ADHESIVE -- -- (7" EMBEDMENT) c I'r u SIDE VIEW AT BASE OF POST DETAIL - TYPICAL HDU8 INSTALLATIONI (F) DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST (USP PHD6 SIMILAR) SD -7 INSTALL SSP or SPH_ CLIPS AT 32"O.C. AT DOUBLE PLATE ALTERNATE: MSTA24 STRAP LOOPED OVER DOUBLE PLATE NAILED WITH (6) 10d x 1 YY NAILS INTO EACH SIDE OF STUD UPPER LEVEL STUD CS16 STRAP (CUT TO LENGTH) FROM UPPER STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). NAIL INTO UPPER STUD WITH (11) 10d AND NAIL INTO HEADER WITH (11) 10d NAILS. BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE NAILING NOT REQUIRED BETWEEN UPPER SILL PLATE AND LOWER DOUBLE PLATE. FLOOR SYSTEM (AS NOTED) BEGIN NAILING V MINIMUM BELOW DOUBLE PLATE DOUBLE PLATE LOWER LEVEL HEADER (AS NOTED) DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED UULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com a FLORIDA C.A. NUMBER: 25846 E 6. 3 v0 •� NS�•. v `� 50 91 ..� ' E OF 0R10P•'' G7-01.1' N ANIP o P PLR6PJa�501�I .(cows 2. a l MEDEROS HOMES PROJECT: STOCKS STREET TOWNHOME s r JOB NUMBER: 19.1103 COUNrY:Dl1V AL21 Metal Connector Fastening Schedule %" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING Simpson ID IFIL # MITEKtUSP ID FL # Fasteners Anchorage U.O.N. A35 10446.1 MPA1 17244.23 (12)0.131"x 1%" Wa ABU44 - Z 10860.4 PAU44 - TZ 17239.13 (12) 0.162'x 2%" or (12) 0.162"x 3'h" 518" w/ 7' embed ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) 0.162" x 211P or (12) 0.162" x 31W 518" w/ 7' embed CS16 10852.2 RS150 17244.27 (11) 0.148" x 3" in each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 (8) 0.148" x 1'/V into studs (6) 0.148" x 1'h" into double plate We DTT2Z 10441.1 DTB-TZ 17219.1 (8)1/4" x 1M." SDS %" w/ 41/2" embed (mono) & T embed (stem) GBC 10861.3 HC520 N/A (5) 0.131"x IA" into gable brace (7) 0.131"x 21/V into double plate Wa H2.5A 10456.3 Wa: use R77 17236.11 (5) 0.131"x 2'F" in each end - (10) total n/a H2:5T 10446.8 Wa: use R17 17236.11 (5) 0.131"x 1'/:" in each end - (10) total n/a H3 10456.3: RT3A 17236.11 (4) 0.131"x 2'/:" in each end - (8) total n/a H6 10456.3 LFTA6 17244.17 (8) 0.131"x 2'N' in each end - (16) total n/a H8 10446.8 RTBA 17236.11 (5) 0.148!'x 1%" in each end - (10) total n/a HDQ8 10441.3 Wa: use UPHD8 17219.6 (20)'/4"x 3' SDS 7/8" w/ 12" embed HDU5 10441.4 PHD5 17219.4 (14)'/." x 21/V S DS 5/8" w/ 7" embed (mono) & 12" embed (stem) HDU8 10441.4 PHD6 17219.4 (20)'/." x 3" SDS 7/8'w/ 12" embed HETA12 14473.3 HTA12 17680.4 (7) 0.148" x 11/2' 4" embed HTS20/24130 10456.6 HTW20/24J30 17244.8 (10) 0.148"x 3" in each end - (20) total n/a HTSM16120 11473.12 HTWM16120 6223.2 (8) 0.148"x 3" into wood (4) 1/." x 21/4" Titen into CM U (4) 1/." x 1'/." Titen into concrete n/a HTT4 11496.6 HTr4 17324.2 (18) 0.162"x 21/:" 5/8" w/ 7" embed (mono) & 12" embed (stem) HTT5 11496.6 HTT5 17324.2 (26) 0.162" x 21/2" 519'w/ 7' embed (mono) & 12" embed (stem) LTP4 10446.13, MP4F 17244.24 (12) 0.131" x 11/" n/a LSTA18 10852.6 - LSTA18 17244.18 (7) 0.148"x 3" in each end - (14) total Wa LTS 12 10456.7 LTW 12 17244.8 (6) 0.148" x 3" in each end - (12) total We MSTA24 10852.9 MSTA24 17244.18 (9) 0.146" x 3" in each end - (18) total n/a MSTAM24 11473.11 MSTAM24 17325.1 (9) 0.148"x 3" into wood (5)'/." x 2Y"Titen into CMU (5) `M." x 1'/.' Titen into concrete Wa MSTA30 10852.9 MSTA30 17244.18 (11) 0 148" x 3" in each end - (22) total n/a MSTA36 10852.9 MSTA36 17244.18 (13) 0.148" x 3" in each end - (26) total n/a MSTAM36 11473.11 MSTAM36 17325.1 (13) OAMr x 3' into wood (8)'/." x 2'/4" Titen into CMU (8) M." x 1'/4" Titen into concrete Wa MTS12/20 10456.8 MTW 12120 17244.8 (7) 0.148" x 3" in each end - (14) total n/a MTSM16120 11473.12 HTWM16120 6223.2 (7) 0.148" x 3" into wood (4)'/." x 21/" Titen into CMU (4)'/4" x 1'/4" Titen into concrete n/a PA51 13326.4 TA51 N/A (14) 0.162"x 2%" or (14) 0.162"x 311W 4" embed SPH4/6 10456.12 SPTH4/6 17244.32 (12) 0.148x 11W n/a SSP 10446.1 RSPT6 17244.29 (4) 0.146'x 1%" into studs (3) 0.148" x 1%" into double plate n/a STHD14 13326.7 STAD14 17230.3 (30) 0.148" x 3'/4" 14" embed Notes: 1 J All connectors manufactured by Simpson Strong -Tie or MTEK/USP (U.O.N.) 2.) Who = monolithic concrete; stem = masonrystemwall or bond beam 3.) Anchorage refers to threaded anchors with noted diameters and embedment depths UULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com a FLORIDA C.A. NUMBER: 25846 E 6. 3 v0 •� NS�•. v `� 50 91 ..� ' E OF 0R10P•'' G7-01.1' N ANIP o P PLR6PJa�501�I .(cows 2. a l MEDEROS HOMES PROJECT: STOCKS STREET TOWNHOME s r JOB NUMBER: 19.1103 COUNrY:Dl1V AL21 3 SCALE: _ %" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING d RELEASE DATE: - 07-01-19 a REVISIONS: DRAWN BY: DJM CHECKED BY: FSS TITLE: METAL CONNECTOR DETAILS SHEET: SD -7 DOUBLE PLATE FASTEN SHEATHING TO HEADER IN 3" GRID PATTERN AND FASTEN SHEATHING TO ALL FRAMING @ 3" O.C. USE 0.131" x 2%" NAILS AT ALL LOCATIONS (U.O.N.) FASTEN PLATE TO HEADER w/ (2) ROWS OF 0.131" x 3 %" @ 3" O.C. MINIMUM (3) STUDS - MINIMUM %6"RATED SHEATHING APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS, EXCEPT THAT X16" STRUCTURAL 1 RATED OR'%2" RATED SHEATHING MAY BE INSTALLED VERTICALLY TYPICAL BLOCKING AT PANEL EDGES WITH 0.131" x 3" NAILS @ 3" O.C. IN EACH PANEL EDGE EMBEDDED STRAP PE DETAIL "F" ON SHEET SD -1 (OR HTT5 IF NOTED) '/8" EPDXIED ANCHOR BOLT w/ 7" MIN. EMBEDMENT w/_ MINIMUM 2" x 2" x %6" PLATE WASHER MINIMUM 3" x 11 %" HEADER (SEE LAYOUT) MAY BE RAISED TO BOTTOM OF DOUBLE PLATE (MAXIMUM 10' HEIGHT) MINIMUM (3) 2x4 FLATWISE REQUIRED AT TOP OF OPENING WITH RAISED HEAT MSTA30 STRAPS M (2) STUDS NOTE: SHEATHING ONLY SHOWN FOR NARROW WALL SECTION REMAINING SHEATHING NOT SHOWN FOR CLARITY EMBEDDED STRAP PER DETAIL "F" ON SHEET SD -1 (OR HTT5 IF NOTED) c � a � � --CONCRETE FOOTING PER FOUNDATION PLAN c ` Lo DETAIL -NARROW WALL METHOD DETAIL 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 E y ,o 50791 T OF Rl�P. '�<c,, N COMA TS 5 CLIENT: 3 MEDEROS HOMES PROJECT: STOCKS STREET TOWNHOME JOB NUMBER: COUNTY: DUVAL 3 SCALE: V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 07-01-19 DRAWN BY: f DJM CHECKED BY: FSS TITLE: APA WALL DETAIL SHEET: SD -8 F-- c� w J J C7 J w Q I— = o w a w � o X N 0 0 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 E y ,o 50791 T OF Rl�P. '�<c,, N COMA TS 5 CLIENT: 3 MEDEROS HOMES PROJECT: STOCKS STREET TOWNHOME JOB NUMBER: COUNTY: DUVAL 3 SCALE: V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 07-01-19 DRAWN BY: f DJM CHECKED BY: FSS TITLE: APA WALL DETAIL SHEET: SD -8 QUICK TIE SYSTEM GENERAL NOTES: 1. PROVIDE THE FOLLOWING PRODUCTS AS MANUFACTURED BY QUICK lrIE PRODUCTS, INC.: a. QT- ASSEMBLIES (INCLUDES- WIRE ROPE, END FITTINGS, WASHERS, AND OTHER ASSOCIATED HARDWARE) b. QUICK TIE QE -1 QUICK SET ANCHORING EPDXY; POWERS AC 10(, TEAL OR GOLD EPDXY SHALL BE USE FOR ALL QT ANCHORING. c. OTHER MISCELLANEOUS METAL HARDWARE 2. QUICK TIE PRODUCTS MUST BE INSTALLED BY A FACTORY TRAINED AVD CERTIFIED INSTALLER. 3. THE QT ASSEMBLIES PROVIDE WALL UPLIFT RESISTANCE AND HOLDDOWN RESISTANCE FOR SHEAR WALLS AND GIRDERS FROM THE UPPERMOST TOP PLATE OR GIRDER THROUGH TO THE FOUNDATION OF THE BUILDING SYSTEM. I 4. INSTALLATION: a. ALL QUICK TIE ANCHORAGES SHALL BE INSTALLED BY TRAINED INSTALLERS IN ACCORDANCE WITH QUICK TIE INSTALLATION REQUIREMENTS. 5. CONCRETE - THE CONCRETE WILL BE DRILLED BY THE QUICK TIE INS'ALLER DURING THE INSTALLATION PROCESS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE CONCRETE RECEIVING THE EPDXIED STUD HAS REACHED A MINIMUM OF 2,500 psi COMPRESSIVE STRENGTH BEFORE THE QUICK TIES ARE PRE -TENSIONED. FURTHERMORE, THE GENERAL CONTRACTOR SHALL ENSURE THAT THE EPDXIED STUD REMAINS UNDISTURBED UNTIL THE EPDXY HAS ACHIEVED MINIMUM "LOAD TIME" FOR THE TEMPERATURE AND CONDITIONS INDICATED PER THE QE -1 ANCHORING EPDXY SPECIFICATIONS. DOUBLE PLATT - 2 Y" x 24' x %,;" WASHER Q QTB (BLUE) ASSEMBLY WITH NUT 2x FRAMING (BELOW DOUBLE PLATE) (2 ROWS OF .131" x 3'/4" —_NAILS @ 12"0. ��SPH / SSP CLIP OR SDWC 15600 SCREW AT DOUBLE PLATE ALTERNATE: MMISTA24 STRAP LOOPED OVEF; DOUBLE PLATE WITH (6) 10d x 1 %" NAILS INTO EACH SIDE OF STUD D DETAIL - QTB (BLUE) AT 90 DEGREE CORNER SD -9 QTO(ORANGE) ASSEMBLY __—STEEL CABLE NOTE: EXTERIOR SHEATHING MUST BE FASTENED TO BOTH STUDS. INIMUM ONE STUD REQUIRED WITHIN 3" ON EACH SIDE OF QTO (ORANGE) QUICK TIE ASSEMBLY A \ DETAIL - QTO (ORANGE 1" DIA ROUND z a WASHER—PLAN VIEW HEX NUT w/ 1" DIA. ROUND WASHER 2 Y4" x 2 %4" x YB' STEEL WASHER DOUBLE PLATE %" QUICK TIE Y16" QUICK TIE STEEL SWEDGE CABLE TO FOUNDATION ELEVATION QTB (BLUE) - TOP PLATE CONNECTION DETAIL - QT HOLDOWN-DOWN AT TOP PLATE CONCRETE FOUNDATION' ---- MIN. 2500 psi ELEVATION QTB (BLUE) - BOTTOM PLATE CONNECTION DETAIL - za 1 %4" DIA ROUND z WASHER PLAN VIEW V HEX NUT w/ 1 %" DIA. ROUND WASHER 3" x 3" x 3/s' STEEL WASHER y DOUBLE PLATE %" QUICK TIE �6'� QUICK TIE STEEL SWEDGE G CABLE TO I FOUNDATION ELEVATION QTO (ORANGE) - TOP PLATE CONNECTION NOTE: EPDXY OVERSPILL / REQUIRED 5/6" QUICK TIES I ; 2x SILL PLATE TfMIN. EDGE DISTANCE EXTERIOR EDGE PLAN VIEW OF CONCRETE NOTE: _ EPDXY OVERSPILL QUICK i i REQUIRED 'I 3/4" DIA. HO*N2, SILL PLATE BOTTOM PQUICK TI -EMBEDMENT STEEL SWEDG CONCRETE FOUNDATION MIN. 2500 psi ELEVATION QTO (ORANGE) - BOTTOM PLATE CONNECTION ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 FLORIDA Ch, NYMBER: 25846 e 3 N/.- GENS Sp No. 50791 " _ STATE OF OR`OP. < FL No. 50791, MEDEROS HOMES PROJECT: STOCKS STREET TOWNHOME JOB NUMBER: COUNTY: 19-1103 DUVAL 3 SCALE: N.T.S. DO NOT SCALE THIS DRAWING RELEASE DATE: 07-01-19 DRAWN BY: DJM I LLCHECKED BY: 1 TITLE: DETAILS (QUICKTIE SYSTEM) SHEET: SD -9 NOTE: EPDXY OVERSPILL REQUIRED %6' QUICK TIE 2x SILL PLATE MIN. EDGE DISTANCE m EXTERIOR EDGE- PLAN vlEw OF CONCRETE NOTE: _ EPDXY OVERSPILL QUICK TIE-, I REQUIRED Yz' DIA, HOLE IN P TE 2x SILL PLATE BOTTOM s %B' QUICK TIE-' -' STEEL SWEDGE �r EMBEDMENT CONCRETE FOUNDATION' ---- MIN. 2500 psi ELEVATION QTB (BLUE) - BOTTOM PLATE CONNECTION DETAIL - za 1 %4" DIA ROUND z WASHER PLAN VIEW V HEX NUT w/ 1 %" DIA. ROUND WASHER 3" x 3" x 3/s' STEEL WASHER y DOUBLE PLATE %" QUICK TIE �6'� QUICK TIE STEEL SWEDGE G CABLE TO I FOUNDATION ELEVATION QTO (ORANGE) - TOP PLATE CONNECTION NOTE: EPDXY OVERSPILL / REQUIRED 5/6" QUICK TIES I ; 2x SILL PLATE TfMIN. EDGE DISTANCE EXTERIOR EDGE PLAN VIEW OF CONCRETE NOTE: _ EPDXY OVERSPILL QUICK i i REQUIRED 'I 3/4" DIA. HO*N2, SILL PLATE BOTTOM PQUICK TI -EMBEDMENT STEEL SWEDG CONCRETE FOUNDATION MIN. 2500 psi ELEVATION QTO (ORANGE) - BOTTOM PLATE CONNECTION ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 FLORIDA Ch, NYMBER: 25846 e 3 N/.- GENS Sp No. 50791 " _ STATE OF OR`OP. < FL No. 50791, MEDEROS HOMES PROJECT: STOCKS STREET TOWNHOME JOB NUMBER: COUNTY: 19-1103 DUVAL 3 SCALE: N.T.S. DO NOT SCALE THIS DRAWING RELEASE DATE: 07-01-19 DRAWN BY: DJM I LLCHECKED BY: 1 TITLE: DETAILS (QUICKTIE SYSTEM) SHEET: SD -9