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195 Seminole Rd RES17-0097 new single family home permitAll claims for error or defective material I 2 FLORIDA PRODUCT APPROVAL CODES: MITEK be made within 6 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. - - -------------- - -- ----- --------------- - __ -- ------------ ---- - - - --- - ---------------- T� TWIW An T� THMV MJ 2 AZ2 1 N T�A2 TwA 6-02-00 NOTES DIMENSIONS TO BE CONFIRMED LOADING CRITERIA PRIOR TO BUILD. F-------------------------- -------------- Roof Floor', UPSTAIRS BUMP OUT LEFT EXTERIOR WALL SHIFTED TO THE Top Chord Live Load 40.001 p.s.f.i RIGHT 2" TO PROPERLY ALIGN 10,00 p.s.f.1 Top Chord Dead Load 1 7.00 ;10,001 WITH THE WALL BELOW. Bottom Chord Live Load 0.00 0.00 P-S.f.i CONVENTIONAL FRAMING CALLED 10 00 1O , 5.00 1 p.s.f.1 Bottom Chord Dead Load OUT ON PLANS. ----- ------------- - ---------------- 'Total I-- — ------------------ ---- ----------- - -------- Bean- -8-ch-e-d-ule ----------- -- --- ----- ----------------------------- Load 37 55 P.S.f.! ------------- ------------ -- - ---- PlotlD Length Product _ - ies - --- ------- ---------- - - -------- !BM1 8-00-00 o n C E 144TIEROLV-1- 2.0E 1 _3/4_"-_x1 6 2__ BM2 16-00-00 onCENTERID LVL 2.0E 1 3/4" x 16" 2 BM3 20-00-00 onCENTERO LVL 2.0E 1 3/4" x 16"2 ------------------------------ -- - ------------ - -------------- - - --- - - - - - --------------------------- -------- ------- __J [Hanger---- -Schedule' Wind Speed m.p.h. �ProductQty Wind Usage RES. CAT i HTU26 6 Building Exposure !!THA422 7 Building Type Closed ----------------- --------- - ------- kTES 2197.... BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLI-JOIST 7427.... BLUELINX ON -CENTER RIMBOARD 7427 --- ------------- ----- ------------ - - ---------- - - --------- . . ....... . -- ------ ------------------- ----- --- ------------------ --------- Engineer of Record: No Engineer of Record on file fens Broadwell's Builders anning buiiain( Supplies, INC. 11155 Philips Parkway Dr. E. Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260-2981 WNW.MBS-CORP.CON AXTRIJSSIMMRS-CORRCOI Job Name: Speed Residence 195 Seminole Rd Atlantic Beach FL am ------------------ prawn -By --1,-J-­ob-N-u-m-­be 1/8"=1' 9/11/2017 1, AC i J170230 LOADING CRITERIA F-------------------------- -------------- Roof Floor', Top Chord Live Load 40.001 p.s.f.i 10,00 p.s.f.1 Top Chord Dead Load 1 7.00 ;10,001 Bottom Chord Live Load 0.00 0.00 P-S.f.i 10 00 1O , 5.00 1 p.s.f.1 Bottom Chord Dead Load ----- ------------- - ---------------- 'Total Load 37 55 P.S.f.! asn ----- - -- ------------ - ----------- - ----- ------------- - asn Duration Factor 1.25 1 1.00 1 Building Code FBC 2014 RES M Wind Standard ASCE 7-10 0 Wind Speed m.p.h. 0 Wind Usage RES. CAT Building Exposure Building Type Closed ----------------- --------- - ------- NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss Woe must be diagrammed by the builder an approved truss layout prior to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, It disdaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured_by Manning Building _Supplies. Warning: Conventional training, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during eredion; and permanent bracing which may be required in specilk; applications. See "Bracing wood trusses commentary and recommendations (BCSI 1-03) for further information. Trusses shall be installed in a straight and plumb position. Mere no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. --------- - ---- — ------- ---- ------------- ------------------------- --- ---------- --- Approved truss anchor by builder. W minimum top and bottom chords. Square cut overhangs. 12 F 41116 I- ------------- - ------------ I 3-112" 12 BRG. ?A —unie s - n - oted`1 oth:rwise. Tv cal Truss Ends kTES 2197.... BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLI-JOIST 7427.... BLUELINX ON -CENTER RIMBOARD 7427 --- ------------- ----- ------------ - - ---------- - - --------- . . ....... . -- ------ ------------------- ----- --- ------------------ --------- Engineer of Record: No Engineer of Record on file fens Broadwell's Builders anning buiiain( Supplies, INC. 11155 Philips Parkway Dr. E. Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260-2981 WNW.MBS-CORP.CON AXTRIJSSIMMRS-CORRCOI Job Name: Speed Residence 195 Seminole Rd Atlantic Beach FL am ------------------ prawn -By --1,-J-­ob-N-u-m-­be 1/8"=1' 9/11/2017 1, AC i J170230 - -- ----- ------------- ----- - ----- - ---- - ------ - All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. FLORIDA PRODUCT APPROVAL CODES: MITEK CD : i Roof i Floor i U Ii I ---------- 12-00-08 19-09-08 — 7-09-00 O O O O r [f' ATES 2197.... BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLI-JOIST 7427.... BLUELINX ON -CENTER RIMBOARD 7427 LOADING CRITERIA NOTE It is the responsibility or the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactumd-by Manning_9Admg-Supplies - _-_------_----- Warning: Conventional framing, enaction and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in specific applications. See "Bracing wood trusses commentary and recommendations (SCSI 1-09) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top ardor bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by builder. 2x4 minimum top and bottom chords. j Square cut overhangs. 12 6 41116" 3.112" ! 12 " BRG. 31� 24 '� tJiiless noted` i otherwise. ca Engineer of Record: No Engineer of Record on file anntng buming Supplies, INC. 11155 Philips Parkway Dr. E. Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260-2981 WW'1VV8S-C0RP.00V Broadwell's Builders _J66 -Rama ---------------------------------- m-------------- Speed Residence -------Fhi9 bd&7---------------- --------------- Lof/Blk/Subdiv 195 Seminole Rd Atlantic Beach ,FL / ,: NuScae--5are: DrwnByJobmbe 3/16"=1 /1/2017 i AC J170230 Roof i Floor i --- - -------- - I ---------- Top Chord Live Load 20.00' 40,00 p.s.f Top Chord Dead Load 7.00 10.00! p.s.f Bottom Chord Live Load 0.00 0.00 p.s.f Bottom Chord Dead Load 10.00 5.00 i { p.s.f Total Load ------ ---------- j 37 55 ---- p.s.f -------------- -- Duration Factor Duration 1.25 1.00 Building Code FBC 2014 RES Wind Standard ASCE 7-10 Wind Speed m.p.h. Wind Usage RES. CAT Building Exposure Building Type Closed NOTE It is the responsibility or the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactumd-by Manning_9Admg-Supplies - _-_------_----- Warning: Conventional framing, enaction and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in specific applications. See "Bracing wood trusses commentary and recommendations (SCSI 1-09) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top ardor bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by builder. 2x4 minimum top and bottom chords. j Square cut overhangs. 12 6 41116" 3.112" ! 12 " BRG. 31� 24 '� tJiiless noted` i otherwise. ca Engineer of Record: No Engineer of Record on file anntng buming Supplies, INC. 11155 Philips Parkway Dr. E. Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260-2981 WW'1VV8S-C0RP.00V Broadwell's Builders _J66 -Rama ---------------------------------- m-------------- Speed Residence -------Fhi9 bd&7---------------- --------------- Lof/Blk/Subdiv 195 Seminole Rd Atlantic Beach ,FL / ,: NuScae--5are: DrwnByJobmbe 3/16"=1 /1/2017 i AC J170230 1"I u 46M U'111,0 W-CL� i J :F ta_j . . 1 . <1 : : 04 UTI CIC 0 10 0 4c 42 0 4c 0. 0 77-00 H d , p o r! �° o CU. H t- 00 J bi CE o.Cac-QC!2c4 dk.o CQ H 4e C C. < %f) Q O; CIO; -2 k H 4 0 ,:r� o a 0 0 ~Ul t I?- LLZ Ix 00000 ID 000,001 ,novo{ 1 46 1 .-0 '0 (5 UN 0-) m O M i 't I �t c0 I cp H p 0 O zl I JI (01313 l0'09) 1 .,0 �a3ON33 DOOM ,9,90'0S; p A1M31S3M ,t 19f81 AfLiiQ A1831SW ,L ZL9F8l '3dld NOMI ,Z L 13S o m Z'0 '3dld NOMI ,Z/L AS I U I Q m Q H r 3LLI J Q _ 3 w 0) j�00 �n Uo 0 2 O -1 d d >-W OQ> Q 0 U Ov)j F --Z H U O D? 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(n U � r7 J LLJJ O H Qw O Z Z W O W Z - t= � Q wLLI LLI U =NWZ; DESIGN SPECIFICATIONS: Project has been designed in accordance with the 5th Edition (2014) Florida Buildi Code, Residential, and the Florida Building Code, Existing Building (as applicable) g GENERAL NOTES: 1. The scope of these plans is limited to the structural requirements of this project. 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 minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, UL SBERG HENGINEERING, INC. and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of J" to 2" - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 DESIGN CRITERIA: Wind Design Method ASCE 7-10 Basic Wind Speed: 130 mph Building Risk Category: II Wind Exposure: B (Enclosed Structure) BuildingClassification: Residential BuildingType: Type V Construction YP YP Wind -Borne Debris: NOT located in the wind-borne debris region Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. DESIGN DEAD LOADS: Floors: The design floor dead load of 12 psf assumes a floor system utilizing wood deckin wood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. Th covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall notified if the floor coverings differ from the noted assumptions Roofs: Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) Concrete or Clay Tile: 15 psf Y P Refer to Architectural Plans for Roof Covering System DESIGN LIVE LOADS: Floors: Exterior Balconies: 40 psf Exterior Decks: 40 psf Stairs: 40 psf (or 300 Ib point load) Garages: 50 psf (or 2000 Ib point load) All Other Areas: 40 psf Attics: Without Storage: 10 psf Limited Storage: 20 psf With Storage: 30 psf fixed stair access 9 P ( ) o, or floor be 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. 3. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. 4. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. 6. All details and sections shown on the structural drawings are intended to be typical and shall be construed to apply to any similar situation elsewhere in the work except where indicated otherwise. 7. Refer to the structural drawings for all structural details and sections. The contractor shall contact the Engineer for clarification in cases of conflict between the structuralz drawings and any drawings prepared by others prior to commencing work. 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the14. noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. CONCRETE: 1. All concrete work shall be in accordance with "Building Code RegL cements for Structural Concrete," ACI 318-11, and "Specification ecification for Structural Concrete," ACI 301 P 2. All concrete shall have the following minimum compressive strength 28 days: Slabs on grade, footings, and misc. concrete: fc=25CC si Structural slabs, walls, beams and columns: fc=3000psi Designated radon zones only - all concrete: fc=30OCpsi complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per cubic yard in accordance with manufacturer's recommendations. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and other deleterious material. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection shall be provided in accordance with applicable code requirements. If soil treatment is used, the treatment shall be done after all excavation, backfilling, and compaction is completed. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. 11. The following minimum concrete cover shall be provided for reinforcement: 3" Concrete cast against and permanently exposed to earth 2" Concrete exposed to earth or weather 1 t/2" Concrete not exposed to earth or weather 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following minimum lengths: #4 bars: 21" minimum #5 bars: 26" minimum #6 bars: 32" minimum 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support Support items which bear on ex reinforcing steel. Su posed concrete surfaces shall have ends which are plastic tipped or stainless steel. MASONRY: General:W 1. All masonry work shall be in accordance with "Building Code Requirements for Masonry Structures," ACI 530-11, and Specifications for Masonry Structures," ACI 530.1-11 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11 JACKSONVILLE, FL. 32258 - P: 904.886.2401 F: 904.260.4367 www. r Engineering.com DA 25846 V,- o S ,.••••••••.. 0, E `Q�00\1 ��SF �'•�� k . L •, � .• .� • NO - 33i62 • * ;* = A �: Tt�►E{ : • g �0•'•.� / �Q�.• •��� a T ro -17 JEFFREY K. HULSBERG, PE - FL PE No. 33152 a COMMENTS: B U1 � N O J Z 3 a IL Z � O_ _ 1D E a Q in H Z O V (� O V G S 1 W a Z � F W 0 0 �♦♦ ii ..1 W a W L6 �=» Q g 0 W W !� O IO Q, LIC m W W a - W W 3 Ili WWith W 1C Roofs: Less than 4:12 slope: 20 psf 4:12 slope or greater: 16 psf 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used in brick veneer. 2. CLIENT: DEFLECTION CRITERIA: Walls:- Wind loads with plaster or stucco finish: L/360 Wind loads with other brittle finishes: L/240 Wind loads with flexible finishes: L/120 or L/180* * L/180 for exterior walls with interior gypsum board finish. Floors: Live Load: L/480 * Total Load: L/240 * * Increased floor stiffness may be required by floor covering manufacturer Roofs: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic material or other substances that are deleterious to concrete or steel reinforcement. 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural drawings. 7. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with "Standard Tolerances for Concrete Construction and Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. 4. The contractor shall be responsible for the design and installation of all flashing. Concrete Masonry (CMU): 1. Concrete masonry units (CMU) shall be ASTM C90-11 B, Hollow Load -Bearing Concrete Masonry Units, normal weight, with a minimum compressive strength of41 1900 psi (fm=1500 psi). 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars: 20" minimum #5 bars: 25" minimum #6 bars: 30" minimum BROADWELL BUILDERS - m PROJECT: s 195 SEMINOLE ROAD SPEED RESIDENCE t JOB NUMBER: COUNTY: SCALE: 1 = V-0" (U.O.N.) E DO NOT SCALE THIS DRAWING z RELEASE DATE: 06 02 17 a REVISIONS: Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5-0" maximum lifts. Total Load: L/180 DRAWN BY: JCG 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall height exceeds 5'-0". 5. Beam reinforcement shall be continuous across control joints. CHECKED BY: JKH TITLE: - GENERAL NOTES SHEET 1 of 2 SHEET: o S-1 a. Welded Connections: AWS 3, Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shal b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) have a hook embedded in the mortar joint. Sheet metal ties shall not be less than o. 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, asteel angle L4x4x1/4 shall be used 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" t en 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 screws @ 12' 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication O.C. or Simpson Y4' x 3" SDS screws @ 12"o.c.. WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 1. All wood framing has been designed in accordance with "National Design Specific do 11 2 I dit' 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 (S) INTERIOR ZONE (4) WINDOW, DOOR AND SOFFIT PRESSURES: T-JULSBERG Pos Neg 2. 13. Fasten plies of 1 '/:'wide engineered lumber as follows: 0 to 20 sf 18.3 -24.5 18.3 -19.8 Clay Masonry (Brick): 17.5 -22.8 2 -ply beams with (3) rows of 0.131"x3'/4' nails @ 12"o.c. 1. All window, door and soffit assemblies shall be designed to withstand the design ENGINEERING, INC. 16.4 -18.0 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, a d I beams with 3 rows of 0.131"x3'/4' nails 8"o.c. each side 3 -ply O @ ( ) 6'/<<" long SDW screws @ 12" o.c. pressures indicated below and shall be installed in accordance with the manufacturer's =- 11481 OLD ST. AUGUSTINE RD., SUITE # 202 14.7 -16.3 Hollow Brick, respectively. Grade SW shall be used. 18.3 -24.5 4 -ply beams with (2) rows of Simpson requirements. JACKSONVILLE, FL. 32258 the Southern Pine Inspection Bureau (SPIB). - P: 904.886.2401 F: 904.260.4367 surfaces exposed and visible to the exterior of the structure. 2, Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. E STRUCTURAL STEEL: m www.HulsbergEngineedng.com s. R: 25846 S !--* vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall openings greater than 16" in either direction, and shall be spaced no more than 36" a - 3.5' 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and o O.C. and placed within 12" of the openings. Erection of Structural Steel for Buildings ; 11test editions). s Ea per! .......... `� ••GENS **''e , , a. Welded Connections: AWS 3, Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shal b. Structural Steel plates: ASTM A36 (Fy=36 ksi) or ASTM A572 (Fy=50 ksi) have a hook embedded in the mortar joint. Sheet metal ties shall not be less than o. 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, asteel angle L4x4x1/4 shall be used 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" t en 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 screws @ 12' 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication O.C. or Simpson Y4' x 3" SDS screws @ 12"o.c.. WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 1. All wood framing has been designed in accordance with "National Design Specific do 11 2 I dit' 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 (S) INTERIOR ZONE (4) Pos Neg Pos Neg 2. Southern Yellow Pine member design incorporates design values for all sizes and 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 -18.0 100.1 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 Lt ; NO.3302 'k a S' A • 3 s JEFFREY K. HULSBERG, PE FL PE No. 33152 COMMENTS: (NDS) for Wood Construction, 201 e ion. Base Design Pressure 15.50 GCpt - t0.18 2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior SSPC SP -6 "Commercial Blast Cleaning". 9 E grades of visually graded Southern Yellow Pine dimension lumber per "Suppleme t to painting, steelwork shall be cleaned per No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel the Southern Pine Inspection Bureau (SPIB). surfaces exposed and visible to the exterior of the structure. TYPICAL EDGE STRIP (5) E 3. All wood members exposed to weather or in contact with masonry, concrete or soi for the exposure conditio s. 8. Field touch-up after installation where required to restore final finish. a - 3.5' shall be treated with an appropriate preservative suitable 4. If ACQ treatment is used on any wood member, then all nailing shall require HARDWARE AND ANCHORS: TYPICAL INTERIOR ZONE (4) hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 0. 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, If borate treatment is used then galvanizing is not required. United Steel Products (USP), or Engineer approved equal. I 5. Prefabricated wood trusses shall comply with NDS and "National Design Standar Metal Plate Connected Wood Truss Construction (TPI 1-07)." for 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM Y 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 exterior 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 registered Engineer's seal for approval. Design notes shall include the rated load ASTM A153, Class C, or ASTM B695, Class 50. a capacity of the truss to truss connectors, and the manufacturer's license to fabriu the system proposed. The contractor shall approve to 4. Anchor adhesives shall be either SET -XP or AT -XP by Simpson Strong -Tie (with it a trusses utilizing connector fabrication and installation drawings showing size, shape and layout. Florida Product Approval) and installed according to the manufacturer's instructions. debris and brushed out prior to installation of anchor I CLIENT: Holes shall be cleaned of all q BROADWELL BUILDERS 8. Jobsite handling and erection, including temporary bracing, during installation of adhesive. I trusses shall comply with TPI / WTCA BCSI 1. ROOF COVERING: I__ I& PROJECT: 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering 'g 195 SEMINOLE ROAD SPEED RESIDENCE to their supporting walls or Connection Schedule. system. L JOB NUMBER: 17 -OA COUNTY: DUVAL 1 10. All gable ends shall be balloon framed or braced in accordance with the applicab a 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the $ SCALE: %" - 1'-0" (U.O.N.) detail as shown in the structural drawings. manufacturer's requirements. 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation E DO NOT SCALE THIS DRAWING o RELEASE DATE. be provided by others. Manual," and the manufacturer's requirements. d 06-02-17 a REVISIONS: 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum ma erial 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according t specifications: specifications: to the manufacturer's requirements. =DRAWN BY: JCG or Parallam LSL 5. The contractor shall be responsible for the design and installation of all metal flashing E=2,000,000 psi E=1,550,000 psi Fb=2,600 psi Fb=2,325 psi and valley material. a CHECKED BY: JKH Fc =750 psi Fc =900 psi c TITLE: Fv=285 psi Fv=310 psi GENERAL NOTES OFFICE COPY SHEET 2 of 2 SHEET: 2 FRI 4'CON' RETE SLAB WITH 6x6 1.41.4 WWF OR ..� FIBERI AESH OVER 6 MIL VAPOR BARRIER COVERING M :� CLEAN A D COMPACTED FILL Fal J T 1 24"x 24"x 12" PAD FOOTING WITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 2'-1 8'-3" Z', T-2" N N Y 12'-6" 16'-4"_ _ Y o 6_2" 35'-0" 24"x 24"x 12" PAD FOOTING WITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 FOUNDATION PLAN MONOLITHIC 2 4 ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 WWW. Hu Isberg Engineering.com FL ER: 25846 HUt IEY't<t'.'HULSBERG, PE FL PE No, 33152 CLIENT: BROADWELL BUILDERS m PROJECT: 195 SEMINOLE ROAD OFFICE COPY SPEED RESIDENCE t JOB NUMBER: s 17-0691 I COUNTY: DUVAL 3 SCALE: / =1'-0" (U.O.N.) i? DO NOT SCALE THIS DRAWING CJ = SUGGESTED CONTROL JOINT H RELEASE DATE: LOCATIONS (SEE DETAIL "T" ON SD -2) m 06-02-17 a REVISIONS: = DENOTES TWO STORY ""` FOOTING CONDITION =DRAWN BY: JCG a CHECKED BY: JKH CONTRACTOR SHALL VERIFY ALL DIMENSIONS 2 TITLE: USING FINAL APPROVED FLOOR PLAN PRIOR FOUNDATION PLAN TO CONSTRUCTION. g SHEET: S-3 F. BALLOON FRAME WALL WITH 2x6 STUDS @ 16"O.C. 2x10 HEADER 2J 2K (2) JACKS -V a III \�(3) 2x6 BUILT-UP III MIN. ow III POST (MIN.) UDIIII W Y W xm �II J III -'III N U w It VIII (3) 2x4 BUILT-UP sill POST (MIN.) (3) 2x6 BUILT UP BEAM ISN T BEARING ON ` POST (MIN.) THIS WALL NOTCH PLATE AS REQUIRED. 1. INSTALL (j-) 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. 8' GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 00.0 psf t 0 HEADER 2K NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. NOTE: ) EACH REAR POST SHALL BE TREATED 6x6 POST ON ABU66-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: 0 < THIS OPEN PORCH CEILING REQUIRES A a MINIMUM Y8" SHEATHING. FASTEN WITH 6d COM OR BOX NAILS AT 6"O.C. ON EDGES N a AND 12"O.C. IN THE FIELD. �zm E sD-7 WALL FRAMING NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF N0.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 8'-1'/e" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16"O.0 FOR PLATE HEIGHTS UP TO 8'-1/8" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. OFFICE COPY (3) 2x4!BUILT-UP SHEARWALL LEGEND: POST (MIN.) = NON-BEARING WALL 0 = BEARING WALL SW -6 _ D = SHEARWALLS FASTENED WITH 8d COM (0.131 "x 2 YY) NAILS 6"O.C. ON EDGES AND 12"0.C. ON INTERMEDIATE SUPPORTS. (3) 2x4 BUILT-UP SW -3 POST (MIN.) - - - O = SHEARWALLS FASTENED WITH _ - —J3M 8d COM (0.131"x 2Y") NAILS -.. 3"O.C. ON EDGES AND 12"O.R.. ON INTERMEDIATE SUPPORTS. SBS = SHEATH BOTH SIDES OF WALL (2 2x6 HEADaER AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. E SD)7 I WOOD FRAMED HEADER LEGEND. 1 J 2' (2) 2x10 PORCH EACH FRONT POST SHALL BE TREATED 6x6 POST ON ABU66-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: THIS OPEN PORCH CEILING REQUIRES A MINIMUM X" SHEATHING. FASTEN WITH 6d COM OR BOX NAILS AT 6"O.C. ON EDGES WALL LAYOUT - FIRST FLOOR AND 12"O.C. IN THE FIELD. SIZE OF HEADER 2 2x PU4 J QUANTITYTITY OF JACKS OF KING STUDS NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 N0.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) T-JULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 d,eNSel k -4.. t . rNo.3362 � • JEFFREY K. HULSBERG, PE FL PE No. 33152 CLIENT: BROADWELL BUILDERS V I195 SEMINOLE ROAD SPEED RESIDENCE JOB NUMBER: 1%-OB91 COUNTY:DUVAL s SCALE: n DO NOT SCALE THIS DRAWING RELEASE DATE: 06-02-17 DRAWN BY: JCG H CHECKED BY: JKFI TITLE: WALL LAYOUT - FIRST FLOOR 21 SHEET: S-4 c NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS. WALL FRAMING NOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16"O.C. FOR PLATE HEIGHTS UP TO 8'-1 XV - 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'-1 %" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS. ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886,2401.F: 904.260.4367 31302- 2x4 3152 = �r 6 HEADER 2x4 STUDS @ 12"O.C. (2)q2K $ '.�'Q��`•:cL �0P••�� 2K 20 10 N 06-02-17 - JEFFREY K. HULSBERG, PE FL PE No. 33152 d COMMENTS: LU 3 OFFICE COPY E Lu SHEARWALL LEGEND: F7 g ............ N = NON-BEARING WALL = N N o = BEARING WALL _SW -6 o = SHEARWALLS FASTENED WITH 4 it 8d COM (0.131 "x 2 %") NAILS a 6"O.C. ON EDGES AND 12"0. ON INTERMEDIATE SUPPORTS. o m N SW -3 _ a ......... .....:. o = SHEARWALLS FASTENED WITH .. _= N 8d COM (0.131"x 2%") NAILS @ CLIENT: 04 3"O.C. ON EDGES AND 12"O.C. BROADWELL BUILDERS ON INTERMEDIATE SUPPORTS. 3 5 SBS = SHEATH BOTH SIDES OF WALL m PROJECT: AT INDICATED SHEARWALL 195 SEMIN 0LE ROAD SPEED RESIDENCE JOB NUMBER: 17-0691 COUNT Y: DU VAL 2x6 FRAMED — --.. - .- - - NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. WALLSZ- (2) 2x6HEADER s 1J ZK 3 SCALE: 1 /B =1'-0 (U.O.N.) - - - - J -- -- -- WOOD FRAMED HEADER LEGEND: _ — - -� � DO NO SCALE THIS DRAWING S SIZE OF HEADER »RELEASE DATE: 06-02-17 REVISIONS: 2 2x HEADER a J K QUANTITY UANTITY DRAWN BY: OF JACKS OF KING STUDS JCG CHECKED BY: JKH NOTE: TITLE: ALL WOOD FRAMED LOAD BEARING HEADERS WALL LAYOUT SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER - SECOND FLOOR SYP. INSTALL MINIMUM (1) JACK AND, SHEET: FLOOR (1) KING STUD AT EACH HEADER (U.O.N.) N S-5 WALL LAYOUT - SECOND ATTACH RAFTER TO LEDGER WITH 12" o.c. (4) 0.131"x 3" TOENAILS AND (1) A35 19.2" o.c. CLIP 2x6 ,-2x12 LEDGER WITH (6) 0.131"x 3" 12-3" NAILS @ 16"O.C. (EACH STUD) J 2x8 a ti = z ri O C/)m Of LL I cr— W LLO •N nr 25-5" CONVENTIONAL FRAME ROOF AREAS - SHINGLE ROOFS (FBC 2014) SYP Span Tables for No. 2 SYP Rafters - No Ceiling Joist - with Drywall Ceiling - 20 psf LL, 15 psf DL SIZE 12" o.c. 16" o.c. 19.2" o.c. 24" o.c. 2x6 13'-6" 12-3" 11'4' 10'-2" 2x8 17'-9" 15'-9" 14'-5" 12'-10" 2x10 21'-7" 18'-8" 17'-1" 15'-3" 2x12 25-5" 22'-0" 20'-1" 18'-0" ROOF FRAMING NOTES: 1. ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT. SYP 2. ALL RAFTERS SHALL BE 2x10 @ ##" O.C. (U.O.N.) 3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS WITH (5) 10d x 1%" NAILS EACH END. 4. FASTEN RAFTERS TO TOP PLATES WITH (3) 0.131"x 3" TOENAILS TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT 03 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. ALL OTHER H2.5T H2.5T TRUSSES OR OR SDWC 15600 1 SDWC 15600 H2.5T OR SDWC 15600 ROOF TRUSS & FLOOR LAYOUT- LOWER LEVEL BEAM SCHEDULE BEAM I. D. BEAM SPECIFICATIONS BM1 (2) 1 %" x 16" 2.0E LVL BM2 (2)1 %" x 16" 2.0E LVL BM3 (2)1 %" x 16" 2.0E LVL ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 ' a t4o�. .33162 ms JEFFREY K. HULSBERG, PE FL PE No. 33152 9I BROADWELL BUILDERS PROJECT: 195 SEMINOLE ROAD SPEED RESIDENCE r JOB NUMBER: COUNTY: 17-0691 DUVAL SCALE: /n =1'-0" (U.O.N.) E DO NOT SCALE THIS DRAWING y RELEASE DATE: __..._._.._ 06-02-17 DRAWN BY: JCG CHECKED BY: JKH TYLE: ROOF TRUSS AND FLOOR OCC'�C COPY W LAYOUT- LOWER LEVEL f r G V i y SHEET: S-6 — B03 NOTE: 03 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. — B03 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED. -- B03 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM B03 SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. �M3 — --- DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR -— 'Bo3 APPROVAL BY THE ENGINEER OF RECORD AND THE B03 CONTRACTOR. -- B03 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR -- B02 APPROVAL OF THE ENGINEER OF RECORD, 01 N 1111 J03 4) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS. ROOF TRUSS & FLOOR LAYOUT- LOWER LEVEL BEAM SCHEDULE BEAM I. D. BEAM SPECIFICATIONS BM1 (2) 1 %" x 16" 2.0E LVL BM2 (2)1 %" x 16" 2.0E LVL BM3 (2)1 %" x 16" 2.0E LVL ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 ' a t4o�. .33162 ms JEFFREY K. HULSBERG, PE FL PE No. 33152 9I BROADWELL BUILDERS PROJECT: 195 SEMINOLE ROAD SPEED RESIDENCE r JOB NUMBER: COUNTY: 17-0691 DUVAL SCALE: /n =1'-0" (U.O.N.) E DO NOT SCALE THIS DRAWING y RELEASE DATE: __..._._.._ 06-02-17 DRAWN BY: JCG CHECKED BY: JKH TYLE: ROOF TRUSS AND FLOOR OCC'�C COPY W LAYOUT- LOWER LEVEL f r G V i y SHEET: S-6 F. GABLE BRACE LOCATIONS SEE DETAIL "F" OR SD -6 Col �'���f•��� TRUSS ID LEFT CO2 RIGHT { 0.33152 : �c — -- _ CO2 CO2 H2.5T OR SDWC 15600 1 H2.5T OR SDWC 15600 — C0 CO2 CO2 L - Co CO2 — CO2 --- C0 -- - Co CO2 C0 CO2 0 CO2 - - Co .......... Co4 — — - c0 — i' 8'-0" C0 C0 — — C05LGABLE BRACE LOCATIONS SEE DETAIL "F" ON SD -6 L ----lI ROOF TRUSS LAYOUT- UPPER LEVEL TRUSS CONNECTOR SCHEDULE �'���f•��� TRUSS ID LEFT INTERMEDIATE RIGHT { 0.33152 : �c ALL OTHER H2.5T TRUSSES OR SDWC 15600 1 H2.5T OR SDWC 15600 1 H2.5T 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. OFFICE COPY ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 -g JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www. HuLshaGa&nineednq.com 06-02-17 JEFFREY K. HULSBERG, PE FL PE No. 33152 CLIENT 'I BROADWELL BUILDERS PROJECT: 195 SEMINOLE ROAD SPEED RESIDENCE JOB NUMBER: COUNTY: 17-0691 DUVAL SCALE: Y =1'-0" (U.O.N.) E II DO NOT SCALE THIS DRAWING RELEASE DATE: 06-02-17 DRAWN BY: JCG CHECKED BY: JKH TITLE: ROOF TRUSS UPPER LEVEL SHEET: S-7 �'���f•��� i,•"�4` y vG � e� Lu s { 0.33152 : �c 06-02-17 JEFFREY K. HULSBERG, PE FL PE No. 33152 CLIENT 'I BROADWELL BUILDERS PROJECT: 195 SEMINOLE ROAD SPEED RESIDENCE JOB NUMBER: COUNTY: 17-0691 DUVAL SCALE: Y =1'-0" (U.O.N.) E II DO NOT SCALE THIS DRAWING RELEASE DATE: 06-02-17 DRAWN BY: JCG CHECKED BY: JKH TITLE: ROOF TRUSS UPPER LEVEL SHEET: S-7 1. INSTALL (�j 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 EACH FRONT POST SHALL BE TREATED 6x6 POST ON ABU66-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 TIE -DOWN LAYOUT - FIRST FLOOR NOTE: EACH REAR POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE, STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL. )"4" MIN, 1" MAX DOUBLE PLATE ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 - P: 904.886.2401 F: 904.260.4367 www.HuishwaLtijneerna.com Y" MN r 1 MAX 2 SDWC 15600 SCREW w ELEVATION- SDWC 15600 OPTIMAL 22%° ANGLE 1 DOUBLE PLATE 3 \\QQo 3" (+/-1/4") SDWC 15600 ssE STUD s SECTION-SDWC 15600 W 5 2 o,3g1Ncc � JEFFREY K. HULSBERG, PE FL PE No. 33152 s CLIENT: BROADWELL BUILDERS PROJECT: s 195 SEMINOLE ROAD SPEED RESIDENCE t JOB NUMBER: COUNTY: 17-0691 DUVAL S(ALE: OFFICE COPY )/8" =1' o.. (U.O.N.) ° DO NOT SCALE THIS DRAWING RELEASE DATE: 06-02-17 THREADED ROD LEGEND: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE DRAWN BY: JCG (4" MINIMUM EMBEDMENT REQUIRED) N CHECKED BY: JKH 0 = a" THREADED ROD FROM FOUNDATION TITLE: TO UPPER FLOOR DOUBLE PLATE - TIE -DOWN LAYOUT (4" MINIMUM EMBEDMENT REQUIRED) - FIRST FLOOR ❑ = HOLDOWN (AS NOTED) SHEET: ^ ^ INSTALLED AT SILL PLATE o S V © S. N o�cn SD5 m _ ocn Lu _ w o@�¢�c� J � J @�a a o 0l I co U J c�D @ avx°x°v@), I ¢xu0� dF-app U�moi U)_0W �F—L 0 : F-. .... ... . ....... L m 0Cl — - Z I.- U Q¢co oar W O'� Lij_� p N < o x �Q~ � II Z 2�; STRAP ALL TO BEAMWITH C 16 @ 32"O.C.- ATTACH RIPPLE STUDSTO DOUB E PLATE WITHSDWC1 600 SCREWS 32"O.C. -IL T19 -DOWN LAYOUT - SECOND FLOO NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, HENGINEERING, UL S B ERG (1) SIMPSON SDWC 15600 SCREW OR INC. ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 TO DOUBLE PLATE PER SIMPSON DETAIL. JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 _ATE STUD/ `SDWC 15600 SCREW ELEVATION- SDWC 15600 OPTIMAL 221/2° ANGLE DOUBLE PLATES 3Qo \3„ (+/-114") SDWC 15600 SCRE STUD s SECTION- SDWC 15600 OFFICE cop■ E THREADED ROD LEGEND: • = 3/" THREADED ROD FROM - FOUNDATION TO DOUBLE PLATE - (4" MINIMUM EMBEDMENT REQUIRED) O = %" THREADED ROD FROM FOUNDATION _ TO UPPER FLOOR DOUBLE PLATE - (4" MINIMUM EMBEDMENT REQUIRED) o = HOLDOWN (AS NOTED) - INSTALLED AT SILL PLATE 62 W �• v� 1+_� Yk OF JEFFREY K. HULSBERG, PE FL PE No. 33152 CLIENT: BROADWELL BUILDERS 195 SEMINOLE ROAD SPEED RESIDENCE JOB NUMBER: COUNTY: 17-0691 DUVAL SCALE: )/8" DO NOT SCALE THIS DRAWING RELEASE DATE: 06-02-17 DRAWN BY: JCG CHECKED BY: JKH TITLE: TIE -DOWN LAYOUT SECOND FLOOR SHEET: S-9 BRICK VENEER WITH 1" AIRSPACE UL S BERG AND WALL TIES BRICK VENEER WITH 1"AIR(1) #5 CONT. a ENGINEERING, INC. CONT. FLASHING; PROVIDE WEEP HOLES SPACE AND WALL TIES FILL JOINT WITH ELASTOMERIC SILL PLATE - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 9 @ 33-O.C. CONT. FLASHING; PROVIDE SILL PLATE JOINT FILLER N -HEIGHT OF CURB VARIES (8" JACKSONVILLE, FL. 32258 SILL PLATE GROUT AIR SPACE BELOW FLASHING X _ WEEP HOLES @ 33"O.C. CONCRETE SLAB Z 6" MIN. MAX.) P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com GROUT AIR SPACE BELOW FL dA 25846 CONCRETE SLAB N ILL FLASHING ✓-�-`- GRADE, CONCRETE SLAB00 _ vvvv�v� PL NTE CONCRETE SLAB vv\V' - - ° o moo. E /v vv�v jvvi/ r(1) #5 CONT. GRADE � GRAD vv vwv/w� 'v ivv /�8„ CMU STEMWALL WITH 1 #4 48"O.C.��i�i$�` O @ z/jijv/v�� VA/VA/ a /VA/� ���o �.•••••••••••�� '•.�� �g a� •' .� `�a a :� • �r • a ,, eo VA V / /iv AND IN EACH CORNER.//v//v \i •° • " %v//� \/! �► d 52 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. v/vv/vv AND IN EACH CORNER. o z 5°% . i�/�/ off\ vi v//��/ FILL CELL SOLID AT EACH #4 REBAR. \ \/ HOOK REBAR 12" INTO UPPER COURSE �i/ i/wig \i\ \\j\\j \\j` / / / (V 7 • r • ///�/ FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12* INTO SLAB AND 6" INTO �� - �, / / �/j • • `ijvij��%// / / �� ij OF BLOCKS AND 6" INTO FOOTING. i�(/ /� w� ONE STORY (2) #5 CONT. '�C . ©f Gt Q w FOOTING. 6 v/ /v�v v/v v v v, 5 %\/ii/i 1i STORY #5 CONT. 1'-4" TWO STORY - (2) #5 CONT. _ ,� *0 .' �A 3 3 90,� �'4i v%C;'••�r 1' 8" ONE STORY (2) #5 CONT. V-5" ONE STORY - 3 #5 CONT. O V.8" ONE - (2) r - 1 8 TWO STORY - (3) #5 CONT. ie• a V-8" TWO STORY - (3) #5 CONT. T-9" TWO 0 STORY - (3) #5 CONT. A SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE ER JEFFRE LS 152 PE � FL PE No. 33152 SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT a COMMENTS: ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. CONCRETE SLAB a r °i - ~ ; 25 SILL PLATE CONCRETE SLAB SIL �v z PLATE GRA CONCRETE SLAB A Vv/wj/Av//vA//vA/AA/v�� I - Vv vv v� \ v/ vv�v /vvwwv/��w�� /v/vi /� I CONCRETE SLAB GRADE �• GRAD - vA v v /�' #5CONT. / � i� �, �� v/v \ V/ GRADE v v \ v vvvjvwjvvv�(1)#5CONT. _— -�_� s \/v/v CMU STEMWALL WITH 1 #4 48"O.C. v//vv//vv O @ q z //v//v/ A V a/ vA/v/v v _ A \ \/A/ v /ice /iv//v/w ADD 8" x 16" CMU TO INSIDE OF _ v a a I" v v v v >� or �� ,� //A//A/ - ! �� �� ° ' v/vv/vv/�� VA Vv/Vv� AND IN EACH CORNER. // • + /i�/ FILL CELL SOLID AT EACH #4 REBAR./�A ;w/vv/ . jp; yv vv/ o _ w/vv vA�\jvv /wv/wv// STEMWALL AT POST LOCATION /� //, /� //v/` w�Vv vvwA/vA Vv/Av/vvjw 1 1// / / /✓i. �i�// ��,��\,,\w�w;�� HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING. // // / /A//A/i / � // /j /j /j //�// /�� WITH (1) #4 VERTICAL IN EACH 6" #5 CONT. (AS NOTED) REINFORCEMENT (AS NOTED) 1'-8" ONE STORY - 2 #5 CONT. 1�_p" ONE STORY - (2) V-4" TWO STORY - (2) #5 CONT. AS NOTED REINFORCEMENT (AS NOTED) a. TWO STORY - (3) #5 CONT. B SECTION -STEMWALL SECTION -MONOLITHIC E SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT THICKENED EDGE a -OFFICE COPY SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. - BRICK VENEER WITH 1" AIR SPACE ' `ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD -2) " CLIENT: AND WALL TIES BROADWELL BUILDERS CONT. FLASHING; PROVIDE WEEP HOLES - - STHD14 STRAP NAILED TO m @ 33"O.C. BRICK VENEER WITH 1" AIR SPACE AND WALL TIES a - _ - PA51 STRAP NAILED TO GARAGE J GARAGE DOOR POST. EMBED STRAP INTO FOOTING PROJECT: GROUT AIRSPACE BELOW FLASHING X wT DOOR POST. BEND STRAP INTO AS SHOWN. s 195 SEMINOLE ROAD - 0 #5 CONT. (1) -CONT. FLASHING; PROVIDE WEEP m U-' FOOTING AS SHOWN. o SPEED RESIDENCE SILL PLATE FILL JOINT WITH ELASTOMERIC N HOLES @ 33"O.C. 6" MIN. GROUT AIR SPACE BELOW FLASHING o a U w Z a ° JOB NUMBER: COUNTY: DUVAL JOINT FILLERS2 z' SILL -HEIGHT OF CURB VARIES (8"MAX.) = w U - z o $ SCALE: %" = V-0" (U.O.N.) ivv/vvw v< q PATE �� -CONCRETE SLAB #4 WITH 6" HOOK INTO FOOTING Z - - - - AND BENT 12" MINIMUM INTO v w co a ° 3 DO NOT SCALE THIS DRAWING RELEASE Dare 06-02-17 GRADE CONCRETE SLAB GRD v v/v, /jvv �_ a THICKENED EDGE. o vv vijv�, 8" CMU STEMWALL WITH 1 #4 48"O.C. o z_�/�� >i� ° ' • / i/ i,/j// m m _ -GRADE g REVISIONS: AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. �I %/VA • °• <�a s/ \ VA �- / / / / `%ice%� / !`GRADE " a e /vv/v vvivvivvi��/ HOOK REBAR 12" INTO UPPER COURSE / /i /i /i,v� 5r��i���///moi `vw�v' 8 - - v�� v� -, /� // / _ ���w� w�wA - DRAWN BY: JCG V��!i OF BLOCKS AND 6"INTO FOOTING. ���-��� �1' 5" ONE STORY - (3) #5 CONT. 1' 9" TWO STORY - (3) #5 CONT. �� - vv v v v �� v v v \/A/A/ /A/A/A/A/A/A/A /A /w//v//�wyjvwvijvvijvv//vv//v���i� /Avj/� A ,/AA/AA/A AA/AA/iAA/AA/AA/SVA/AA/AA/AA/�� NOTE:/w�wv�wA�!w!/` �� /vA/,v�/w�����wv//./ CHECKED BY: JKH _ TITLE: V-8" ONE STORY (2) #5 CONT.6 M1 REINFORCEMENT IS NOT REQUIRED ` 1'-8" TWO STORY (3) #5 CONT. �Aj�/i/" TO PASS THROUGH SLOTS IN STRAP. - FOUNDATION DETAILS SHEET 1 of 2 SECTION STEMWALL AT GARAGE WITH BRICK SECTION MONOLITHIC AT GARAGE WITH BRICK F DETAIL - PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION MONOLITHIC � SHEET: r C D - - SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. J �—SHOWER AREA j SHOWER AREA MONOLITHIC FOOTING 2 MSTAM36-Z STRAPS O V L S B ERG I I f NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC. WITH (13) 10d COM NAILS - 11481 OLD ST. AUGUSTINE RD.. SUITE # 202 8" CMU STEMWALL3" MAXIMUM OVERHANG JACKSONVILLE, FL. 32258 FORM EDGE (OPTIONAL) FASTEN STRAP TO FOUNDATION P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com PLAN VIEW CONCRETE SLAB o g < WALL WITH (8 /a" x 2Ya" CONCRETE SCREWS INTO MASONRY OR F MBER: 25846 PLAN VIEW x 1 /a" CONCRETE - $�REWS INTO CONCRETE. xHUt E . •.... .... vvAvvv�v�v� /Vv CONCRETE SCREWS SHALL BE � �*�.•�CiE SC % "TAPPER" �..•� '; �/ GRADE—,v�w/vim) CONT. POWERS WITH PERMA-SEAL FINISH OR EQUAL. (�i 3 'I52 6" MIN. (1) #4 CONT. —HEIGHT OF CURB VARIES '� SILLv PL ILL 1) #4 CONT. TE !�/�/� 8" CMU STEMWALL WITH 1 #4 VA/vv v/vr O °� / //v//v//v 48"O.C. AND IN EACH CORNER. jvvjv� o � vv/wv/�� FILL CELL SOLID AT EACH #4 — STRAP SHALL BE COVERED WITH w�A��� SIDING OR STUCCO N - I � i - • r -� t� QF . PLATE CONCRETE SLAB • z1 HEIGHT OF CURB VARIES (8" MAX.) 6" MIN �I • v�/�/ REBAR. HOOK REBAR 16" INTO v� w PORCH SLAB AND 6" INTO v�� NOTE: v���/vivv THIS DETAIL MAY BE SUBSTITUTED FOR �•. Q�O� r G oo DE CONCRETE SLAB vwvvvvvv��/ //i�v/ FOOTING. A.v�� (STEMWALL) EITHER THE PA51 STRAP STEMWALL ,yS'�►�© VAVA/VA/V� GRADE - /� vv/vv/vv< _ °ate 6' T-8" (2) #5 CONT. OR THE STHD14 STRAP (MONOLITHIC). JE .'RULSBERG, PE CMU STEMWALL WITH 1 #4 48"O.C. />;�v//vvv,// FL PE No. 33152 a COMMENTS: o/ v;8" AN -1, EACH •°•a�o/;/�Vv/-/� L SECTION -PORCH STEMWALL DETAIL - EMBEDDED STRAP ALTERNATE. KR - \j��� FILL CELL SOLID AT EACH #4 REBAR. vw/i /vv ,vvjvj HOOK REBAR 12" INTO SLAB AND 6" INTO /� /A / j jA��j� /iv//v/ v/iv/iii \� vvjAvjv/vAjA `�vv��vv� - SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -2 FOOTING. 1'-0" ONE STORY - (2) #5 CONT. ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: ,, 1-8 ONE STORY - (2) #5 CONT. 1'-4" TWO STORY -(2)#5 CONT. E V-8" TWO STORY - (3) #5 CONT. SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) a AS SOON AS THE CONCRETE HAS HARDENED ENOUGH SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTI N - MONOLITHIC AT EXTERIOR WALL SHOWER NOTDAMAGED DURING THE CUTTING PROCESS. c G CONCRETE SLAB (TYPICALLLL CY 1 - 4 HOURS IN WARM WEATHER) = s SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. 0000 ` U A� VA�y/AAS / \/\ FILL CUT WITH 1" DEEP xy" WIDE SAW ELASTOMERIC CUT AT DENOTED GRADE--\v�Vv #5 CONT. FILLER LOCATIONS. m CONCRETE SLAB SILL PLATE CONCRETE SLABy vvj/vvj/vvj/v;8" CMU STEMWALL WITH (1) #4 / /j/ \\\ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 " ��� ' a �Av'v •< vo,��v '�A/ / REBAR. HOOK REBAR 16" INTO �°���� �� ��`������/ PORCH SLAB AND 6" INTO FOOTING. CONCRETE SLAB m OFFICE COPY � #5 CONT. V-4" ONE STORY - (2) #5 CONT. 1'-0" � (1) #5 CONT. �__� 1'-8" (2) ----i- B a m CLIENT: V-8" TWO STORY - (3) #5 CONT. M SECTION - PORCH STEMWALL WITH BRICKT SECTION - TYPICAL SAW -CUT CONTROL JOINT BROADWELL BUILDERS SECTION INTERIOR BEARING K ECTION - THICKENED EDGE H - SO2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACTSD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -2 SD -2 m PROJECT: 195 SEMINOLE ROAD SPEED RESIDENCE I JOB NUMBER: COUNTY: DUVAL TREATED POST s SCALE: BEARING POST (AS NOTED) %" = V-0" (U.O.N.) G —CURB HEIGHT VARIES CONCRETE SLAB CONCRETE SLAB ABU_ POST BASE WITH PAVERS BY OTHERS, DO NOT SCALE THIS DRAWING » RELEASE DATE: 06 -02-17 SILL', CONCRETE SLAB PLATE _ / GALV. ANCHOR EMBEDDED \\ 12" (SET -XP ADHESIVE) �– \ �_•_._ - CURB HEIGHT VARIES REVISIONS: 0-� Lu z _ _ e _ _ _ 77 _ 8" TALL, 12" SQUARE GROUTED CMU OR CAST -IN-PLACE CONCRETE DRAWN BY: PEDESTAL ON 24"X 24"X 12" PAD JCG N CHECKED BY: JKH REINFORCEMENT (AS NOTED) �8 (1) #4 CONT. 2' 0" FOOTING WITH (2) #5 EACH WAY _ TITLE: -- FOUNDATION DETAILS V 4" ONE TRY 2 #5 CONT. I 0 STORY O 1'-8" TWO STORY - (3) #5 CONT. SHEET 2 of 2 SECTION BEARING STEPDOWN SECTION - INTERIOR BEARING PAD FOOTING Q SECTION - NON-BEARING STEPDOWN U DETAIL - PAD FOOTING AT PAVERS a SHEET: S D L J - P SD -2 SD -2 SD -2 SD 2 ULSBERG ROOF COVERING (BY OTHERS) HENGINEEFJNG, INC. ROOF TRUSSES = 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 CORNICE DETAIL W P: 904.886.2401 F: 904.260.4367 DOUBLE PLATE i (BY OTHERS) �' m neering.com NUT WITH 2"x 2"x t6" WASHER ID 5846 ALTERNATE: SIMPSON LBPS% SLOTTED �••'•••�NS ••••••� WASHER WITH 1" WASHER. E �Q"`•: �,G •.•'p� • Y"O THREADED ROD � : 15� •. Xs" OR LZLHTED SHEATHIN EXPOSURE I - SHINGLE ROOF NO• : �C 'Y32" RATEDYW NPLG, EXPOSURE I - TILE ROOF -S$IMPSON WO x 6" TITEN HD OR ,—SIMPSON Y O x 6 %" TITEN HD ROD COUPLER 2x_ No.2 SPF OR No. 2 SYP \ _ '%2" RATED SHEATHING, EXPOSURE I - METAL ROOF • S Q PSF� • 3" THREADED ROD SET IN ADHESIVE OR I" THREADED ROD SET IN ADHESIVE WITH FASTEN WITH 0.113" x 2 %" RING SHANK � f` 8 SUBFASCIA WITH (2) 0.131 x 4' _ • 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. A9•••. ,QP.• ��,rr F ..',.••��� WITH NUT & 1" WASHER WASHER GYPSUM BOARDy OjC •c• ,r CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) _ 6' (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) 06-02-17 JEFFREY K. HULSBERG, PE DETAIL - ANCHOR BOLT DETAIL - T READED ROD ASSEMBLY FL PE No. 33152 GYPSUM BOARD m COMMENTS: SD -3 Xs" RATED SHEATHING, EXPOSURE I. - FASTEN WITH 0.131" x 2Y2" NAILS @ 6"O.C. ON g 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) E - NUT WITH 1" CUT WASHER x ROOF COVERING (BY OTHERS) 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM ROOF TRUSSES �! ^ W E 1 BOARD WITH 0.131"x 3Ya" NAILS @ 6"O.C. CORNICE DETAIL � V r� `� -2Y12" RATED STURD-I-FLOOR (T&G) SHEATHING $ I (BY OTHERS) fi.6 S! �� GLUED AND NAILED. FASTEN WITH 0.131" x 2Y2" RING 25 A ' SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE $ \tXJ FIELD. I �O FLOOR JOIST (I -JOIST SHOWN, SAWN / JOIST SIMILAR- SEE SECTION "C" ON / SD -4 FOR OPEN WEB TRUSS) Xs" RAT HEATHIN EXPOSURE I -SHINGLE ROOF 932" RATE PLYWOOD ING, EXPOSURE I - TILE ROOF GYPSUM BOARD 2x No.2 SPF OR No. 2 SYP \ _ 'Y32" RATEM SHEATHING, EXPOSURE I - METAL ROOF SUBFASCIA WITH (2) 0.131"x 3Ya" FASTEN W TH 0.113" x 2 %" RING SHANK RIM BOARD ENDNAILS AT TRUSS (U.O.N.) NAILS @ 6' O.0 ON EDGES AND INTERMEDIATE SUPPORTS. t GYPSUM B ARD NAIL JOIST TO PLATE WITH (2) 0.131"x 34" TOENAILS OFFICE COPY CONNECTORAT EACH TRUSS I (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) a r 1.� V (SEE TRUS 3 CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH s 0131"x 34' NAILS @ 8"O.0CLIENT: (2) 2x . _ SY #2 DOUBLE PLATE (U.O.N,) . n BROADWELL BUILDERS APPLY SHEATHING HORIZONTALLY FOR STUCCO THREADED COUPLING AS REQUIRED APPLY SHEATHING HORIZONTALLY FOR STUCCO GYPSUM B ARD..__ _. s_ APPLICATIONS, EXCEPT THAT 7/16" STRUCTURAL 1 INSTALLED VERTICALLY. GYPSUM BOARD m PROJECT: APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 RATED OR 15(32" RATED SHEATHING MAY BE RATED OR 15/ 32" RATED SHEATHING MAY BE - 2x_ SPF # STUDS @ 15"O.C. - U O.N. (SEE WALL LAYOUT) � 195 SEMINOLE ROAD INSTALLED VERTICALLY. - 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 8 SPEED RESIDENCE „ _. „ ;= JOB NUMBER: COUNTY: Xs RATED SHEATHING, EXPOSURE I. Xs RATED SHEATHING EXPOSURE I. FASTEN W TH 0.131" x 2X" NAILS @ 6"O.C. ON -._ _ - FASTEN WITH 0.131" x 2Y2" NAILS @ 6"0. C. ON s SCALE: EDGES AN 12"O.C. ON INTERMEDIATE SUPPORTS. ::1 NONE: EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. NOT PLATES ON EXTERIOR WALLS (U.O.N.) (B OCK ALL EDGES) U.O.N. BLOCK ALL EDGES I - 1 �-0�" (U.O.N.) SILLSILL PLATES ON EXTERIOR WALLS ��� (U.O.N.) ( ) E ANCHOR BOLTS AS EDDBY OUIRED ADDITIONAL — NOTED S ROD ASSEMBLY AT SHALL BE ANCHORED BY THREADED DO NOT SCALE THIS DRAWING SHALL BE ANCHORED BY THREADED RODS RODS SUPPLEMENTED BY ADDITIONAL —`THREADED ROD ASSEMBLY AT RELEASE DATE: NOTED SP CING (SEE DETAIL "C" NOTED SPACING (SEE DETAIL "C' d 06-02-17 THIS SHE ) ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM 48"O.C. SPACING MAINTAIN MAXIMUM 48"O. C. SPACING THIS SHEET) a REVISIONS: (U.O.N.) (L' O N.) 2x_ TREA ED SYP #2 SILL PLATE WITH ANCHORS I i m INSET WALLY" FOR STUCCO (SEE DETA L "C" THIS SHEET) INSET WALLY2' FOR STUCCO - 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS APPLICATIONS APPLICATIONS (SEE DETAIL "C" THIS SHEET) DRAWN BY: JCG N CHECKED BY: SEE FOUNDATION DETAILS !'-SEE FOUNDATION DETAILS TITLE: JKH FRAMING DETAILS B SECTION - TYPICAL EXTERIOR TWO STORY WALL SHEET 1 of 3 A SECTION - TYPICAL EXTERIOR ONE STORY WALL SD -3 SHEET SD -3 SD -3 �p ILL PLATE (BELOW) 2x_ CORNER FRAMING FULL ULSBERG HENGINEERING, HEIGHT STUDS (TYPICAL) INC. 2 ROWS OF 0.131"x 3'/a" () 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND NAILS @ 12"O.C. P: 904.886.2401 F: 904.260.4367 BOARD WITH 0.131"x 3Yn" NAILS @ 6"O.C. STAGGERED (TYPICAL) ww com C. BAND BOARD o • ••9ENSF'•• • •�' 2x6 OR 2x8 FRAMED WALL € ;� '••�'\ • W SILL PLATE (BELOW) :• �No,33162 -� 2x4 CORNER FRAMING FULL HEIGHT STUDS 8 Cc OPEN WEB TRUSS L, MINIMUM OF (3) 2x4 BLOCKS 12" LONG NAILED 3 Q .• .� SHEATHING CONTINUOUS FROM BAND BOARD TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH i' WITH 4 0.131"x 3/a" NAILS TO EACH ADJACENT O 4 STUD A�••. R`�P.•°� srss �,� • • -�,, WALL£ ALTERNATE: INSTALL SOLID STUD IN THIS FS •a •e• EDGE NAILING REQUIREMENTS OF UPPER t©N TOENAIL TRUSS TO PLATE WITH SPACE a . s (2) 0.131"x 34'NAILS _ 2x4 CORNER FRAMING FULL HEIGHT STUD 06-02-17 DOUBLE PLATE (U.O.N.) (2) ROWS OF 0.131"x 3 JEFFREY K. HULSBERG, PE FL PE No. 33152 2x4 FRAMED WALL NILS @ 12"O.C• a COMMENTS: SECTION OPEN WEB FLOOR TRUSS J SECTION - TYPICAL FRAMING AT 90° CORNERS C -TYPICAL SD -4 € SD -4 D-4 NAIL SCAB TO TOP CHORD WITH 0.131"x 3'/n" NAILS METAL CONNECTOR REQUIRED METAL CONNECTOR f (4) (SEE CONNECTION SCHEDULE) ------ NOT REQUIRED ADD 2x4 VERTICAL SCAB IN EACH E - TRUSS IF NO WEB IS PRESENT - UPLIFT CONNECTOR (AS NOTED) 3)) 0.131"x 3%a" NAILS TYPICAL AT ACH TRUSS DOUBLE PLATE m s DOUBLE PLATE 2x4 SPF BLOCKING- NAIL WITH (2) 2x4 X -BRACE ACROSS LENGTH OF 0.131"x 3Ya" NAILS AT EACH END SHEARWALL -2x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"O.C. _ (END NAIL OR TOENAIL) NAIL SCAB TO PLATE WITH (3) 0.131"x 3Ya" TOENAILS CONCRETE 10d CUT NAIL THREADED ROD ASSEMBLY OR QUICK -TIE AT NOTED SPACING @ 24"O.C. OR 4"x 3 4" TAPCON A SCREW @ 32-O.C. TRUSS (AS NOTED) TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES 2x TREATED SYP #2 2x TREATED SYP #2 TOENAILED TO DOUBLE PLATE WITH t. SILL PLATE SILL PLATE NAIL PORCH SHEATHING AS NOTED0.131'x 3'/a" NAILS @ 4"O.C. a u �' OFFICE COPY EXTERIOR FRAMED WALL DOUBLE PLATE %s" RATED SHEATHING, — — UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR MINIMUM EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED CLIENT: BROADWELL BUILDERS ON WALL LAYOUT (BLOCK ALL EDGES) D SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS DCTION ONLY APPLIES WHEN REFERENCED -4 SE METAL CONNECTOR OR METAL CONNECTOR BLOCKING REQUIRED (AS NOTED) SD -4 a PROJECT: (AS NOTED) SIMPSON SDWC 15600 SCREW @ 32"O.C. U.O.N. s 195 SEMINOLE ROAD o SPEED RESIDENCE m JOB NUMBER: COUNTY: NAIL EACH END OF BLOCKING TO DOUBLE PLATE DOUBLE PLATE BOTTOM CHORDS WITH (3) 0.131"x 3'/a" $ SCALE: TRUSSAS NOTED ( ) INSTALL 2x4 BLOCKING BETWEEN 2x SPF #2 STUDS @ 16"O.C. %" = 1' O° (U.O.N.) 2x4 SPF NAILER- NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. SHEATHING (AS NOTED) SIMPSON SDWC 15450 SCREW E DO NOT SCALE THIS DRAWING RELEASE DATE: 0.131"x 3'/a" NAILS @ 6"O.C. — -BOTTOM CHORD OF TRUSS iff----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 d 06-02-17 a REVISIONS: 0.131"x 3Ya" NAILS SPACING (48" O.C. MAXIMUM) SILL PLATE 2x TREATED SYP #2 -ANCHOR BOLTS AT NOTED LJCG =DRAWN BY: NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE SILL PLATE PACING (32" O.C. MAXIMUM) EXTERIOR FRAMED WALL — MINIMUM %s SHEATHING, — — CHECKED BY. JKH EXPOSURE I FASTEN AS NOTED — —oma TITLE: _ FRAMING DETAILS ON WALL LAYOUT (BLOCK ALL EDGES) SHEARWALL UPLIFT (ROOF) SCREWS E SECTION - EXTERIOR WALL PARALLEL TO TRUSS H SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS K SECTION -INTERIOR WALL CONDITIONS BEARING AND/OR SHEARWALL SHEET 2 of 3 sD-4 SD -4 THIS SECTION ONLY APPLIES WHEN REFERENCED SD -4 SHEET: S D-4 TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE) (2) 2x_ SYP #2 DOUBLE (TYPICAL DOUBLE PLATE SPLICE) PLATE (U.O.N.) NAIL UL S B ERG JOINT IN LOWER PLATE 48" MINIMUM SPLICE LENGTH JOINT IN UPPER MINIMUM NAILING OF (16) 0.131"x 3" NAILS IN THIS ZONE. THREADED ROD PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER I WITH 0.131"x 3Ya" NAILS @ 6"O.C. STAGGERED ASSEMBLY CENTERED (TYPICAL) TYPICAL STUD TO I I DOUBLE PLATE PLATES WITH 0.131"x 3" NAILS @ 8"O.C. STAGGERED STUD TO PLATE NAILING ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 8" MAX. \ ON SPLICE IN 6" MAX. L ASSEMBLY WITHIN JOINT. TE OR THREADED ROD 12" ON EACH SIDE OF JACK STUD AND KING CONNECTION I 6" MAX. STUD REQUIREMENTS (SEE WALL LAYOUT I I TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT STUD SIZE END NAIL TOENAIL 2x4 (2) (3) JACKSONVILLE, FL, 32258 2, P: 904.886.2401 F: Illo 260.4367 com w com MSTA36 STRAP CENTERED ON 2x6 (3) (4) o o�/� ••"��NSF•�••• •'•�� I I CHANGE IN PLATE HEIGHT 2x8 (4) (5) €��.••�V,V THREADED ROD ASSEMBLY WITHIN PLATE I I —2x4 BLOCKING BETWEEN 2x10 (5) (6) 6" OF SPLICE IN LOWER STUDS TOENAIL ' _ \ ■ ` a ALTERNATE: IF ROD IS GREATER THAN 6" FROM SPLICE - ADD NAIL EACH PLATE TO JACK STUD WITH (3) 0.131"x 34' NAILS - TOENAIL \ OR ENDNAIL EACH END TO ADJACENT * Y' ALL NAILS NOTED ARE 0.131"x 34' i * • : j�1 a �:•• S•`�/�c SSP AT SPLICE. OR ENDNAIL (TYPICAL) STUD WITH (3) 0.131"x 34' $ E23�n •"•• {�\Q"• G� `�,.c ii��OF NAILS 2x_ SPF #2 STUDS HEADER TO KING NAILING o ••.. ••• (`�. ry�b�gi��'v10 IMlMI! s \ (SEE WALL LAYOUT) 2x6 (3) NAILS PER PLY 06-02-17 1 DOUBLE SILL REQUIRED WHERE OPENING 2x8 (4) NAILS PER PLY a JEFFREY K. HULSBERG, PE - FL PE No. 33152 WIDTH EXCEEDS COMMENTS: THREADED ROD 2x10 (5) NAILS PER PLY ASSEMBLY AT lE NOTED SPACING 2x12 (6) NAILS PER PLY g JOINT IN SILL PLATE 2x_ TREATED 9 IL OR 9 a" I C I. II I. II 8 SYP SILL PLATE rr (5) NAILS PER PLY 11 /e"OR11a " LVL (6) NAILS PER PLY E r A 8 u 8 8 THREADED ROD ASSEMBLY 4" MIN.; ANCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE (SEE DETAIL "C" ON SHEET SD -3) CONNECTION 14" LVL (7) NAILS PER PLY (BEYOND) 12" MAX. ANCHOR COUPLED TO THREADED ROD BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) 16" LVL (8) NAILS PER PLY ` BUILT-UP CORNER POST (SEE DETAIL "C" ON SHEET SD -3) NAIL EACH PLY WITH 0.131"x 34" NAILS @ 6"O.C. STAGGERED = DETAIL TYPICAL WALL FRAMING CONDITIONS L - _ SD -5 12" MAX. =OFFICE COPY INSTALL MSTA24 STRAP - LOOPED OVER DOUBLE INSTALL DSP CLIP @ 32"O.C. PLATE. NAIL TO CRIPPLE ON MAXIMUM SPACING (U.O.N.) EACH SIDE WITH (6) CLIENT: .131" x 1)/2" NAILS. BROADWELL BUILDERS DOUBLE PLATE - STRAP CRIPPLE PROJECT: JACKS AND KING STUDS j TO HEADER WITH (AS NOTED) LSTA18 STRAP $ 195 SEMINOLE ROAD HEADER (AS NOTED) C> SPEED RESIDENCE t JOB NUMBER: �'DUVAL COUNTY: -- 2x_ BLOCKING (TYPICAL) 1 sCALE:1 �3,) 0.131"x 3 ' TOENAILS AT EACH END T Tit THREADED — _ — — — n — -- — — — THREADED " = 1' O" U.O.N.PICAL EAC SILL PLY TO KING STUD 1 ROD ASSEMBLY ROD ASSEMBLY/()IL DO NOT SCALE THIS DRAWING WITH (3) 0.131"x 34" NAILS - TOENAIL NOTE: RELEASE DATE: 06-02-17 OR ENDNAIL (TYPICAL) NOTE: � it THREADED ROD ASSEMBLY a REVISIONS: BEVEL BLOCKING AS REQUIRED FOR MIN(MUM 1 THREADED ROD ASSEMBLY I i NOT REQUIRED AT GARAGE i i i li � NOT REQUIRED AT GARAGE Y" PENETRATION INTO MAIN FRAM( YY NAIL G N U.O.N. i i i li DOOR OPENINGS ( ) DOOR OPENINGS (U.O.N.) _ MEMBERS. TYPICAL DRAWN BY: (2) 2x_ SILL u n JCG CHECKED BY: u � AS REQUIRED � REQUIRED SHEATHING MAY CANTILEVER UP TO 2" ANCHOR ANCHOR AS JKH TITLE: FRAMING DETAILS MAXIMUM PAST SUPPORTS. ALL WINDOV I FLUSH HEADER CONDITION DROPPED HEADER CONDITION ATTACHMENTS MUST BE ANCHORED INTO 2x_ _ MEMBERS. - SHEET 3 of 3 DETAIL - TYPICAL ARCH TOP OPENING N DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS g SHEET: M D —5 SD -5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD -5 END VERTICAL BRACING REQUIREMENT BRACING BRITTLE FINISH FLEXIBLE FINISH 16"O.C. 24"O.C. 16" .C. 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 47" 0" T D 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" T D 145" 60" TO 126" 2x6 L -BRACE 115" TO 182" 100" TO 158" 146" 0 232" 127" TO 201" LAS T TRUSS INR WQU RE IRING BRACING NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS ULSBERG 2x4 BLOCKING - TOENAIL OR ENDNAIL ENGINEERING, INC. EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 (3) NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE _ JACKSONVILLE, FL. 32258 WEBS WITH (2) NAILS P: 904904.260.4367 ROOF SHEATHING r g com 2x4 SPF No.2 DIAGONAL BRACE FL ro ROOF TRUSS (BY OTHERS) WITH TYPICAL AT EACH END OF �o .•• ••. BRACE (IF REQUIRED) CONTINUOUS LATERAL BRACING) E : ��••'v�G l2 ••••G± NOTE: I I TO REPLACE (1) ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS d �. J16 BRITTLE FINISHES ARE STUCCO OR AD ERED VENEER �� � l(1 . N I I INSTALL 2x4 No.2 SYP T -BRACE NAILED TO WEB WITH (3) NAILS FLEXIBLE FINISHES ARE WOOD SIDING HARDI-PANEL, I I � EACH PLY OF TRUSS WEB AT 6"O.C. WITH • • BRICK VENEER, ETC. CONTINUOUS LATERAL BRACE (QUANTITY __—R TED ROOF SHEATHING I I 0.131" x 3" NAILS TO REPLACE (2) ROWS OF AND LOCATION DEFINED BY TRUSS SHOP _ } �, $ •' -2 L -BRACE NAILED TO i i 1 LATERALBRACING INSTALL 2x6 No.2 SYP `> DRAWING.) $ 'O ` R�O•o �?:� }VERTICALI I T- BRACE NAILED TO EACH PLY OF TRUSS < = 9, ••• y` WEB WITH I NAIL CONTINUOUS LATERAL BRACE TO �'y O/� S;••• ' •� �G� F— 0. 31"x 3" NAILS @ 6"O.C. — --- WEB WITH 0.131" x 3" NAILS @ 6"O.C. _ ' S 1y! EACH TRUSS WEB WITH (2) NAILS Lu! —VERTICAL WEB IN GABLE -- ---'N ------- ROOF TRUSSES (BY OTHERS) �I END TRUSS 06-02-17 Q NOTES: JEFFREY K. HULSBERG, PE 2 _ LOOKOUTS AT 48"O.C.3) TRUSSES MINIMUM ( 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 FL PE No. 33152 Lu NOTE: FOR CONTINUOUS LATERAL BRACE a COMMENTS: > 16" OR 24" O.C. T -BRACING TO BE USED WHEN CONTINUOUS No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) o -_ z SPACING SEE TABLE) L ) LATERAL BRACING IS IMPRACTICAL. � -__ �_ 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) B SECTION - TYPICAL T -BRACE DETAIL - TYPICAL LATERAL TRUSS BRACING A DETAIL - TYPICAL VERTICAL BRACING AT GABLE END --- SD-6 SD -6 € SD -6 2x4 SYP BLOCKING BETWEEN (3) O.T31"x 3Yn" TOENAILS Al LOOKOUTS H2.5A AT EACF LOOKOUT NAIL BRACE TO BLOCKING WITH (5) 0.131."x 3 X" NAILS AT EACH LOOKOUT TO —NUT & 3"x 3"x/a" WASHER - 2x4 LOOKOUT @ 48"O.C. FOR TOP CHORD OF TRUSS. (SEE THREADED ROD ASSEMBLY DETAILS.) EXTERIOR SHEATHING SHALL 2x6 BLOCKING BETWEEN TRUSSES WITH 2x4 BLOCKING 5 OVERHANG 12" LONG 2x_ SCAB MATCH BOTTOM CHORD) WITH %" $ BE NAILED TO BOTTOM CHORD ROOF SHEATH NG (AS NOTED) (3) 0.131"x 3'/a" NAILS EACH END REQUIRED BETWEEN SPACERS - NAIL w/ (3) 0.131"x 3" NAILS OF TRUSS WITH / LOOKOUTS 0.131"x 2 1/2" NAILS @ 6"O.C. ROOF SHEATHING (AS NOTED) (U.O.N. ON WALL LAYOUT) / _ — 2x_ BARGE RAFTER BOTTOM CHORD OF GABLE END TRUSS BALLOON FRAI AED STUDS (AS NOTED) Hill I I I I I FASCIA (BY OTHERS) SINGLE PLATE NAIL TO TRUSS SECTION A -A THREADED ROD ASSEMBLY ® / DWITH 0.131" x 3Ya" I I I I I L 2x4 LOOKOUTS @ 48"O.C. - 2x4 LOOKOUTS @ 48"O.C. N - ILS @ 6"O.0 FOR OVERHANG 8 H3 CLIP OR EQUAL AT EACH H3 OR EQUAL AT LOOKOUT EACH LOOKOUT _ OFFICE C O PY I I I I GABLE END TRUSS (DROP GABLE)72 \� I I ROOF SHEATHING (AS NOTED) m I \� - i UNLESS OTHERWISE NOTED TOP CHORD OF GABLE END CLIENTBROADWELL BUILDERS D DETAIL - BALLOON FRAMED GABLE END LOW CEILING V LT I I I I I I 0, ON ROOF LAYOUT. TRUSS sD-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTER OR ROOF PITCH I I I I I I � � ADD 2x4 T -BRACE NAILED @ 6"O.C.VERTICAL WEB OF GABLE ENE PROJECT: WITH 0.131"x MY NAILS IF BRACE TRUSS 195 SEMINOLE ROAD H2 5A AT EACH OOKOUT I I I I �'� I LENGTH EXCEEDS 9'-0". - SPEED RESIDENCE 2x4 LOOKOUTS @ 48"O.C. FOR I I I I v`'� I O NUT & 3"x 3"xX" WASHER Job NUMBER: couNTY: OVERHANG I y�41 DUVAL / ROOF SHEATHI qG (AS NOTED) _ LSTA12, LTP4, OR SDWC 15600 A -12" LONG SCAB $ SCALE: �, _ V-0" (U.O.N.) 2x4 SYP BLOC NG BETWEEN / @ 48-O.C. ( MATCH BOTTOM CHORD) o LOOKOUTS �� �� / DO NOT SCALE THIS DRAWING i \ SEE DETAIL "G" ON SD -6 WITH Y2" SPACERS ---BALLOON FRA ED STUDS y RELEASE DATE: 06-02-17 (AS NOTED) \ WHERE THREADED RODS \ REVISIONS: ARE SPECIFIED. /i DOUBLE PLATE ' /GBC CLIP- (2) REQUIRED AT EACH BRACEEND TRUSS \\--BOTTOM RORD OF GABLE ® _ INTERIOR VAU T TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING tD_ / TRUSS TO DOUBLE PLATE WITH \--(2)2x_ DOUBLE PLATE = DRAWN BY: EXTERIOR SHE THING SHALL BE JCG 0.131"x 3Yn" NAILS @ 8"O.C. NAILED TO UP ER PLY OF � THREADED ROD ASSEMBLY � CHECKED BY: DOUBLE PLAT WITH 2x4 DRYWALL BACKING INSTALLED NOTE: - JKH 0.131"x 2Y" NAI S@ 6-O.C. \ CONTINUOUSLY BETWEEN BRACES ALL MEMBERS SHALL BE #2 SYP. 2x—STUDS TITLE: TRUSS BRACING AND (U.O.N. ON WALL LAYOUT) GABLE DETAILS E DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT) Q SECTION - GABLE END DIAGONAL BRACING G SECTION - PLATFORM FRAMED GABLE END SHEET: sD-s INTERIOR CEILING PITCH EXCEEDSY OF EXTERIOR ROOF PITC THREADED ROD NOT SHOWN FOR CLARITY sD-s C D_6 o v INSTALL SSP or SPH_ CLIPS AT 32"O.C. AT UL S B 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 YY NAILS JACKSONVILLE, FL. 32258 UPPER LEVEL STUD EXTERIOR BEAM (AS NOTED) INTO EACH SIDE OF STUD () www. 886 2 rgE g 367 CS16 STRAP (CUT TO LENGTH) FROM UPPER DOUBLE PLATE UPPER LEVEL STUD F IC1h �LUGH; STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). CS16 STRAP (CUT TO LENGTH) FROM UPPER o :+•`G '•. / NAIL INTO UPPER STUD WITH (11) tOd AND NAIL NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). E �'���,•' tiN \ INTO BEAM WITH (11) 10d NAILS. FIT BENEATH DOUBLE PLATE , NAIL INTO UPPER STUD WITH (11) 10d AND NAIL m b k 3312 BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE / INTO HEADER WITH (11) 10d NAILS. W No' _ BEAM BEARS ON (2) 2x_ JACKS 1 BEGIN NAILING 1" MINIMUM BELOW TOP OF (TYPICAL -U.O.N.) --BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE > * ; J A OF / BEAM CONDITION: NAILING NOT REQUIRED BETWEEN UPPER SILL (NOTCHED BEAM) PLATE AND LOWER DOUBLE PLATE.L oR\O.•' ����r` BEAM (AS NOTED) FLOOR SYSTEM (AS NOTED) r ''�O +SION DETAIL -UPPER LEVEL STUD OVER BEAM - BEGIN NAILING 1" MINIMUM BELOW DOUBLE a -- PLATE 06-02-17 SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED JEFFREY K. HULSBERG, PE DOUBLE PLATE FL PE No. 33152 NAIL SHEATHING TO DOUBLE PLATE WITH a COMMENTS: MONOLITHIC FOUNDATION -EXTERIOR all- OF 0.131"x 2Y2" NAILS @6"O. C. LOWER LEVEL HEADER (AS NOTED) N41L SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. Y8" x 6" TITEN HD SCREW ANCHOR or Y8" x 6" SCREW ANCHOR BY HURRI-BOLT, INC. INSTALL DSP CLIPS @ 24" O.C. OR 8 or Y8" THREADED ROD SET 4Yz" INTO ADHESIVE SPH_ @ 32-O.C. BEAM EXTERIOR BEAM (AS NOTED) G DETAIL - CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW E STEMWALL FOUNDATION - EXTERIOR SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED X" THREADED ROD SET 7" INTO ADHESIVE DOUBLE PLATE _ BEAM INSTALLED BENEATH DOUBLE PLATE INTERIOR APPLICATIONS- BEAM BEARS ON (2) 2x_ JACKS IF EDGE DISTANCE EXCEEDS 5" (TYPICAL - U.O.N.) USE MONOLITHIC CONDITION USP ID CONDITION: 2 Fasteners Anchere a U.O.N. A35 (DROPPED BEAM) We DETAIL TYPICAL DTT2-Z INSTALLATION E DETAIL - EXTERIOR BEAM TO WALL CONNECTION PAU44 - TZ B - SD -7 SB' Nd 7' embed ABU68 - Z SD -7 (USP DTB-TZ SIMILAR) 2300(SYP) MONOLITHIC FOUNDATION - EXTERIOR 518" 4 7' embed CS1a RS150 Y2" x 12" TITEN HD SCREW ANCHOR (11)0.148'x 3'tn each end- 22)total or Will or Y8" THREADED ROD SET 7" INTO ADHESIVE J,° ALTERNATE ANCHOR: Y" x 6" TITEN HD n STEMWALL FOUNDATION - EXTERIOR EXTERIOR BEAM (MECHANICALLY GALVANIZED) (AS NOTED) WITH 2" x%" WASHER 7 6) 0.146' x I%' Into double plate THREADED ROD SET 12" INTO ADHESIVE OTT2Z H6 CLIP FROM 27 SVP) 1835(SPF) / i INTERIOR APPLICATIONS - W w14'/," embed (mono) and 7" embed (stem) POST TO BEAM HC520 IF EDGE DISTANCE EXCEEDS 5" USE (5) 0.131' x 154' into gable brace LAP BEAM PLIES AND X" x 12" TITEN HD SCREW ANCHOR NAIL AS SHOWN - (5) or %" x 8" TITEN HD SCREW ANCHOR n1a: use RT7 0.131"x 34' NAILS PER PLY (5 0.131"x 2'F" in each end - 10) total or Y8" THREADED ROD SET 6" INTO ADHESIVE H2.5T ,PT POST (AS NOTED) 54 SYP or SPF c DETAIL - TYPICAL HTT5 INSTALLATION n/a \-H6 CLIP FROM POST TO BEAM PT POST (AS NOTED) EXTERIOR BEAM ABU POST BASE RT3A SD -7 (USP PHD5 SIMILAR) (4) 0.131" x 2'W' in each and - (8) total nh __ _______ H6�� --- ----- -- MONOLITHIC FOUNDATION - EXTERIOR 95 $YP)8 SPF) (AS NOTED) III (AS NOTED) --- n/a H8 %" THREADED ROD SET 15" INTO ADHESIVEPLAN 74 SYP) VIEW AT TOP OF POST 'o. Y8" THREADED ROD HDOS n/a: use UPHDB 78 SYP 549 PF 20 Y.'x 3' SDS WITH NUT SET IN HDU5 PH05 STEMWALL FOUNDATION - EXTERIOR (14) %"x 2%' SDS .0 ADHESIVE HDUS PHDB THREADED ROD SET 15" INTO ADHESIVE (20)'/."x Y SDS -- _ (7" EMBEDMENT) HETA18 HTAIS 1810(SYP) (10)0.148'x1 -1V d HTS 20, HTS 24 or HTS30 _..._._ HTW20, HTW24 or HTW30 1450(SYP) 1245(SPF) INTERIOR APPLICATIONS .......... n/a \ ° c I I HTWM/6 or H7WM20 1175(SYP) IF EDGE DISTANCE EXCEEDS 5" USE n/a \ a ° ; ; ° a / /8" THREADED ROD SET 8" INTO ADHESIVE 4)Y x 1'/."Titan into concrete SIDE VIEW AT BASE OF POST HTr4 S 3 OFFICE COPS CLIENT: BROADWELL BUILDERS s PROJECT: 195 SEMINOLE ROAD SPEED RESIDENCE t JOB NUMBER: COUNTY: S SCALE: $" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 06-02-17 REVISIONS: DRAWN BY: JCG CHECKED BY: JKH g TITLE: METAL CONNECTOR DETAILS D DETAIL - TYPICAL HDUS INSTALLATION F DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST m SHEET: SD -7 (USP PHDS SIMILAR) SD -7 SD -7 Metal Connector Fastening Schedule Sim eoniD USP ID Uplift Caaci Iba Fasteners Anchere a U.O.N. A35 MPAI We 12 0.131'x 1W Na ABU44 - Z PAU44 - TZ 220D(SYP) 12) 0.162" x 2%" or (12) 0.182- x 31' SB' Nd 7' embed ABU68 - Z PAU66 - TZ 2300(SYP) (12) 0.182' x 2'/.' or (12) 0.162" x 3X' 518" 4 7' embed CS1a RS150 17 SYP or SPF) -----� (11)0.148'x 3'tn each end- 22)total or Will 79777- 770715 ) ) x rota stu a n 6) 0.146' x I%' Into double plate OTT2Z DTB-TZ 27 SVP) 1835(SPF) (a) %" x 1W SDS W w14'/," embed (mono) and 7" embed (stem) GBC HC520 nia (5) 0.131' x 154' into gable brace n/a (7) 0.131" x 2%" into double plate H2.5A n1a: use RT7 600(SYP) (5 0.131"x 2'F" in each end - 10) total n/a H2.5T n/a: use RT7 54 SYP or SPF 5 0.131"x 154" in each end - 10 total n/a H3 RT3A 455(SYP) (4) 0.131" x 2'W' in each and - (8) total nh __ _______ H6�� --- ----- -- _ _ _ _ LFTAfi - 95 $YP)8 SPF) ----Inca-------d (1 --total )0.131'x 2'f.'in each end- 16)total --- n/a H8 RTBA 74 SYP) (5) 0.148° x 155" in each and - (10) total n1a HDOS n/a: use UPHDB 78 SYP 549 PF 20 Y.'x 3' SDS 7B" wi 15" embed (SET -XP epoxy only) HDU5 PH05 6645(SYP) 406 SPF) (14) %"x 2%' SDS SW Yd 7" embed mono and 12" embed stem' HDUS PHDB 6970(SYP) 5020(SPF) (20)'/."x Y SDS 718" vd 15" embed (SET -XP epoxy only) HETA18 HTAIS 1810(SYP) (10)0.148'x1 -1V 4' embed HTS 20, HTS 24 or HTS30 _..._._ HTW20, HTW24 or HTW30 1450(SYP) 1245(SPF) (10) 0.148' x Win each end - (20)total .......... n/a HTSMt6 or HTSM20 HTWM/6 or H7WM20 1175(SYP) (8)0148 xYinto wood n/a (4) / x 2Y."Titen into CMU 4)Y x 1'/."Titan into concrete HTT4 HTr4 42 SYP) 3640($ PF) (18) 0.162" x 2%" W4 7' embed (mono) and 12" embed (stem) HTT5 HTT5 5090(SYP) 4375(SPF) (26) 0.162"x 2"/:" 518" yd 7' embed (mono) and 12' embed (stem) LTP4 MP4F n/a 12 0.131'x1'%' n/a LSTAIS LSTA18 12 SYP 1110(SPF) (7) 0.148'x 3' in each end- (14) total n/a LTS12_ LTW12 775(SYP) 685(SPF) (8) 0. x_3'in each end (12)totail n/a ___ MSTA24 MSTA24 ,-_ 1640(SYP 145 SPF) (9) 0 148 x 3" in each end - (18) total ---_. _..-_------------- ._........._ ___.._.. n/a MSTAM24 MSTAM24 1500(SYP or SPF) (9) 0.148'x 3' into wood n1a. (5) W x 2Y." Titer into CMU 5 % x 1 / Titen imo concrete MSTA30 MSTA30 2OWSYP)182((SPF) (11) 0.148' x Vin each end (22)total n/a MSTA36 MSTA38 2050(SYP or SPF) (13) 0 148 x 3' in each end (26)total n/a MSTAM36 MSTAM36 1670(SYPorSPF) (13)0.148'xWintowood n1a (8) / x 2Y.' Titen into CMU ) Y x 1'/." Tuen into concrete MTS 12 or MTS20 MTW 12 or MTW20 1000(SYP) 86O(SPF) (7) 0.148' x 3" in each end - (14) total We MTSM16 or MTSM20 HTWM16 or HTWM20 860(SYP) (7) 0.148'x 3' into wood n/a (4) %"x 2%" 7nen into CMU (4)/' x t'/." Titer into concrete PA51 TA51 294 SYP or SPF (14) 0.182" x 24W or 14 0.162"x 3'/," Combed SPH4 or SPHB SPTH4 or SPTH6 68O(SYP)585(SPF) (12) 0.148* x 1W n/a SSP--RSPTB- ----35o(SYPor$PF) (4)0.148x1%"into studs ______,__n/a 3) 0.148"x t F" into double plate STHD14 STAD14 4210(SYP or SPF) (30 0.148' x 3 Y.' 14" embed Notes: 1. All connectors are manufactured by Simpson Strong -Tie or USP Structural Connectors (U.O.N.) 2. SYP - Southem Pine; SPF = Spruce -Pine -fir 3. Mono - monolithic concrete; stem - masonry stemwall or bond beam 4. Anchorage refers to threaded anchors With noted diametersand embedment depths S 3 OFFICE COPS CLIENT: BROADWELL BUILDERS s PROJECT: 195 SEMINOLE ROAD SPEED RESIDENCE t JOB NUMBER: COUNTY: S SCALE: $" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 06-02-17 REVISIONS: DRAWN BY: JCG CHECKED BY: JKH g TITLE: METAL CONNECTOR DETAILS D DETAIL - TYPICAL HDUS INSTALLATION F DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST m SHEET: SD -7 (USP PHDS SIMILAR) SD -7 SD -7 k PEE I� E,5I--'D NCE 5F-IATINOLE. RoAD ATL -ANTIC BEACH, FLoR=na 32233 5o'oo' I I ` I I 30,0 .M�.. I... - .. ..... ......... ..._....- _ k I BRC X195 450. A -'?--STORY- FRRMEO- RrS1.0EWCE - - 2225sofT. TOTAL. SPACE Lo -r SAL.TAmR. S GT2ON j� rA 9.8 SLA$ E0VA-MOM G G~ I I,IFI t 1 0" l 's' L 99h t 1 so.op, SEM=No LE Ro. . 0 N ff Em-tila-MRSIMM I 0 0 33 5of-r. 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G71 - A774 774 21°_FLooR FLAWS, LouER ROOF PLAd'-.. .NO --kbWrW-, 4 GOOF PL- ANS__.� - ('RONT, liT E ��A)S # WAI.L SEL'rXOIJS PG. A -S rOVODATIQN -PJ_AN I BUXL-OUICi jEM00 PG. -4 ELEc-fRzcAAL PLAJVS LF -FT ELF -VA -M139 - PG A-6 I PEED -1 SCALE: $I t APPROVED BY: DATE: 5src Pc..q.),Com Georw NOTES, R£ LCV o JS 195 SeMsuol..E. Ro T2G ALtt; ? 0 2n17 DRAWN BY REVISED -7 t(3- G- l DRAWING NUMBER • „ s Y _ '.�,..'4•: Y�'i':.,Jw:'. ��.. ..`: ,..9MF`T.w.�:�x .,�'-r..�.:G,:.:.:3.-{',_,�'„ id -K.,, E`:' ..}!' }:Tsift IG G oc _ 4 _ - __......_......__._.....� 2. . N '' � ► ow RAF I , /�; . � , a �_ ..,...... .. _��._4 ? .__� _..:. _.... .. ?... •�..�_.:.._. .�_ � �. ,_.. � �-�_. 3,12 00 • CEI ! ! 8 r 58 , ( jVAUCTE I RG Li �C. 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P, N LOo R L owe ooh' LAN G" -1 T- 3 ---� 5 PEE -D F_51DENCL O -L -O i -„ SCALE: �I,A I APPROVED BY: 2p T DRAWN BY PT -0'0 DATE: 3 O ) REVISED'7/2 1-, 157FLooR PLA0 No o LAri oWE o c195 EmMtJOLE DRAWING NUMBER it L TRUSS P901F LE.$ TLA T 2? 1T7" IG -7 m r 10 -0..01.1cvn "FAW • i 11 fie• L L Ci u � 40" 2- 2x8 2 YP i 2 41`TOZ 2.2xb syp 2 2 % al I - x _ 7 0 • F J k N • N t7 -3 • • • HFAJA 4g BMAW 2 H 75- 24 s'TRAPS F-2 " x • ' F. -t B—i { 1 • ` 'SYP WAPM w{ 2 x'/i Y FLT'TU4 •;r PLATES ? .?-2xlzlozsyp f Z 2x 2*25YP kAA zolwit- i REVISED L L Ci u � 40" 2- 2x8 2 YP i 2 41`TOZ 2.2xb syp 2 2 % al I - x qi o = 01.cA-rES Il THREADED ROO LGU=o,NS O D%.cA-rE4 DTT -2z @ BEAA r OH F-1/a—i/A—i SCALE:_ `� VON APPROVED BY: DATE :3 20 117 2 F_2 °FLMR FRAMzd6� ooF� F-3 . 19b SEM=r 0L.E RD ATLA N IC off DRAWN BY i REVISED PG. 1 DRAWING NUMBER _ 7 0 qi o = 01.cA-rES Il THREADED ROO LGU=o,NS O D%.cA-rE4 DTT -2z @ BEAA r OH F-1/a—i/A—i SCALE:_ `� VON APPROVED BY: DATE :3 20 117 2 F_2 °FLMR FRAMzd6� ooF� F-3 . 19b SEM=r 0L.E RD ATLA N IC off DRAWN BY T {� REVISED PG. — DRAWING NUMBER _ 7 1 f ■ w i Typ NO COMMUNITY DEVELOPMENT P,.►T ---- APPROVED C t FF - - 2�4 F ' JsrFL PLmt MATE t • o F--I'-F-V 6_11 N /'1ETAL- RaoFXJCr - YSTEM�._o4R-5f� - 70 _ � �`,�S`r' s • ., - = _ (ZvoF�:aG U.�[�hL.11}3�''►EJ�o� /c QS$oR2 CA1L ' �L ,�YUOOa NAXL00 WI $ A,vuvlR RxaGSHA�K- NAILS To PREEPireldEERED "USKM'Mt, -30 . _.._ .. 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GFCT Oz G i \REF z A JYM SOL GE1.N, G. FAN:w/._Lx�ctti -RE�.SSEQ.CAN.GHT... ExoaustlFaN_.W( LIGHT —Fl.uo_Rsc.EN.T_'rsE. LATE �' _yCA�t6as._IKo�o�roE_pETEc�t'at�„_ 8 .=RT-C.A..L rLm L-ECTRICAL NoT F. Q.-ALt`WdR �l9LL B _Sd A4<.o�3QANaWXKg _20i1 ATTiONAL E-L'EG?QICAL. _._.�. --- --- - — --- --- -- - �.��.L_�3BQRooMS_ SMAL46ftt.PRO-fEcTEA. 5,Y MRC 1W1-?_C�RG�2T _.�r�R�u�iE.$S Sr►oKE � C D GESS _-- FAt11.'i'___-- SCALE:V= APPROVED BY: DRAWN BY Wo P4 DATE: 1 REVISED 7 1� LooR ELECTRICAL f Lpw j LEFT E"g-wrio �j 195 SEMI.T►OL-F— Q DRAWING NUMBER AmLkwmc x. 2233 1-7- 1 G-78 ATryG ACCESS rAx 16 C.I. 10 Fro 't9 ATryG ACCESS rAx 16 C.I. 10 Fro V/ 10 Gof 10 SPEED FEIDE C SCALE: ,/T w APPROVED BY: DRAWN BY DATE: 3120/1-7REV IsED' j /28117 MECHANICAL A -G L 9� M C Q 14OLE DRAWING NUMBER G•-1 A-ri mersr 1 i-~ iG'78 G �I V/ 10 Gof 10 SPEED FEIDE C SCALE: ,/T w APPROVED BY: DRAWN BY DATE: 3120/1-7REV IsED' j /28117 MECHANICAL A -G L 9� M C Q 14OLE DRAWING NUMBER G•-1 A-ri mersr 1 i-~ iG'78