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EASEMENT o N � � � 7.5' J.E.A. EASEMENT rn> p N u$ N PARADISE LANE (PRIVATE -VARIABLE WIDTH RIGHT OF WAY) r w0 l co GJ � � D O D 02 -i rn rrl 0m C cn �rn �< me z rn -ID �c/) C co M n C) 0 00 0 Z cf) '0 0 D -I ■ 2 0 Z 0 iv ZmZ(A w FF�� D m i.00 r cc < y p0 J o� boco N ®tOngo X112 C� v= o PW W r J0 L4^ rn mJ Orn 0 v z z v N � � � 7.5' J.E.A. EASEMENT rn> p N u$ N PARADISE LANE (PRIVATE -VARIABLE WIDTH RIGHT OF WAY) r w0 l co GJ � � D O D 02 -i rn rrl 0m C cn �rn �< me z rn -ID �c/) C co M n C) 0 00 0 Z cf) '0 0 D -I ■ 2 0 Z 0 iv 2' I 8 CJ34 CJ33A CJ32A EJ24 CJ32A CJ33i l■: 10 -------- 11'4"-------�,-{-----------14'5------------- << ----------- Q N ✓SOL lC�F U U U milli l.■.■ ■Ilm 11■I■ ■III■ ■_�___� w w w w w w w LL�J w w w 24 O.C. 24. O.C. EJ24 EJ24 EJ25 W NC7 M M o ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contracts: NIM of responsibility for any deviation from the requirements of the shop MIMI 11=1111110 Fi' drawings. Contractor shall determine and verify all field measurements. m Y 2' ❑ APPROVED ❑ RETURNED FOR CORRECTION �- ❑ NOT APPROVED ❑ SEE TRANSMITTAL LETTER CJ34 L CJ33A �ilis7 CJ32A r EJ24 EJ24 EJ25 W SHOP DRAWING REVIEW DISPOSITION o ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contracts: NIM of responsibility for any deviation from the requirements of the shop MIMI 11=1111110 Fi' drawings. Contractor shall determine and verify all field measurements. m Y a ❑ APPROVED ❑ RETURNED FOR CORRECTION `D APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPROVED ❑ SEE TRANSMITTAL LETTER COMMENTS BY DATE7- �ilis7 iNNEINIms: tel, � 04 ■I _ o`il■I 1 -Ir �+moi �I ,1► �I pip, �.a_i�Rill co co N N co co M U UcoW co U U U CJ 00 r- --�,--------11-------- _, F- o,------�------15' 11 "8 -------------, r- r r CJ34 EJ37 pp CJ34 �L �r r r r i� CJ32A r— CJ33A CJ34 t_ 8 JOB: 500518B LOC: L/15 PARADISE BEACH PLAN: DESIGNER: BIDE PITCH 7/12 OVERHANG: V-6" FLOOR SYTEM: V-6" SYS42 WIND CODE: 130 MPH EXPOSURE C CLOSED ALL TRUSS PLATES ARE ALPINE PLATES APPROVAL # 1999-3 ENGINEER OF RECORD HULSBERG ENGINEERING FLOYD S. SIMPSON 11481 ST. AUGUSTINE RD #202 JACKSONVILLE, FL 32258 904-886-2401 - LICENSE NUMBER: 49025���� ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM ATRUSS OR BEAM BEING INADEQUATELY SUPPORTED. HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1 -PLY TRUSS HTU26 FL10655.8 7-7 PLATE HGHT 9-1-2 PLATE HGHT 20-9-0 OFFICE W SHOP DRAWING REVIEW DISPOSITION o ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contracts: of responsibility for any deviation from the requirements of the shop x �3 drawings. Contractor shall determine and verify all field measurements. m Y a ❑ APPROVED ❑ RETURNED FOR CORRECTION `D APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPROVED ❑ SEE TRANSMITTAL LETTER COMMENTS BY DATE7- HULSBERG ENGINEERING INC. FL CE' 11481 ST. AUGUSTINE RD. #202 JACKSONVILLE, FL 32258 rr-------------- ��---------- - n------------- ---------------18 1 15 11 JOB: 500518A LOC: L/15 PARADISE BEACHCID �y( PLAN- �! J DESIGNER: BDE 06 (DPITCH: 5/12 - 4/12 O o o OVERHANG: 1'-6" r- FLOOR SYTEM: 1'-6" SYS42 WIND CODE: 130 MPH EXPOSURE C CLOSED -A MALL TRUSS PLATES ARE ALPINE PLATES V a APPROVAL # 1999-3 SHOP DRAWING REVIEW DISPOSITION ATTENTION Review of sho the design concept P drawings is only for conformance wit,: ENGINEER OF RECORD of responsibility for of the project and doy dees not relieve the HULSBERG ENGINEERING drawings. he requirem Contractor shall deteriminon ffromtverifyalffeldRFa fthersho, FLOYD S. SIMPSON P.E. 24^C.C. F6 24° .C. _ 11481 ST. AUGUSTINE RD #202 ❑ APPROVED measurement's, ❑ RETURNED FOR C RP N N N _ � JACKSONVILLE, FL 32258 O APPROVED AS NOTED CD 904-886-2401 ❑ NOTAPPROVED ❑ RETURNED WITHOUT ACTION LICENSE NUMBER: 49025 �p7�/ / ❑ SEE TRANSMITTAL LETTER COMMENTS co o � F� LL ENGINEER OF RECORD TO REVIEW BY I DATE HULSBERG ENGINEERING, INC. ALL BEAM AND TRUSS ENGINEERING 11491 ST. AUGUSTINE RD. a2D2 Ft CERT 25846 AND SIZE FOOTERS, HEADERS, COLUMNS AND JACKSONVILLE, FL 32259 CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM ATRUSS OR F11 BEAM BEING INADEQUATELY SUPPORTED. J > HANGERS ON JOB AREAS FOLLOWS LL UNLESS NOTED OTHERWISE 24" .C. cc- APPLICATION PART # APPROVAL # 2 „ o.0 > 00 - - N - N = T_1 -PLY TRUSS HTU26 FL10655.8Lr) o a FLOOR TRUSS THA422 FL10447.6Ll I tr ® PLATE HGHT 9-1-2 g o PLATE HGHT 10-1-2 p Ce) m 00(0 LID ba�� M Q����Bs F7==F==l ------------ 16'--------------� ------15'6"------------� ----------------- 2011 , r DESIGN SPECIFICATIONS: GENERAL NOTES: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG Project has been designed in accordance with the 6th Edition (2017) Florida Build ng 1. The scope of these plans is limited to the structural requirements of this project. minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with Code, Residential, and the Florida Building Code, Existing Building (as applicable . Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, HENGINEERING, INC. and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of z" to 2" - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE, FL. 32258 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in cubic yard in accordance with manufacturer's recommendations. P: 904.886.2401 F: 904.260.4367 Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type www.Huls�Rgfrgeedng.com Basic Wind Speed: 130 mph of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and o F Nu Building Risk Category: II other deleterious material. Structural fill shall be compacted to a density of at least t e Ices= 3. The contractor is responsible for the means and methods of construction. It is the 95% of the Modified Proctor Maximum D Density ASTM D1557 . Termite protection 0.'�� Al it . - �. Wind Exposure: C Enclosed Structure � � � P ( ) contractor's sole responsibility to determine the procedure, sequence, and temporary shall be rovided in accordance with a cable code re uirements. If soil treatment \ p Building Classification: Residential P pp q �. •�?i Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during is used, the treatment shall be done after all excavation, backfillin and compaction action 3 s 9 yP yP 9' P r No. 50791 Wind -Borne Debris: NOT located in the wind-borne debris region construction. is completed. • Unless otherwise noted, project site considerations shall be the responsibility of th, 4. The contractor shall verify all conditions and dimensions at the job site prior to 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be o '� $ TE F ; owner and/or contractor. Examples of such items include, but shall not be limited ko, commencing work. compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density 'd,� .• �;��� determination of grade elevations, drainage features, and special requirements (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. �� �. R Q�•O e� associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, { z ,•..•'����.r plates, openings, sleeves, hangers, slab depressions, or other Components as may be 11. The following minimum concrete cover shall be provided for reinforcement: _ tii i INV DESIGN DEAD LOADS: required to attach and accommodate other work. 3" Concrete cast against and permanently exposed to earth 2" Concrete exposed to earth or weather - FLOYD S. SIMPSON, PE Floors: 6. All details and sections shown on the structural drawings are intended to be typical 1 '/2' Concrete not exposed to earth or weather FL PE No. 50791 The design floor dead load of 12 psf assumes a floor system utilizing wood deckin or and shall be construed to apply to any similar situation elsewhere in the work except i s COMMENTS: where indicated otherwise. 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following wood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. Th floor _ covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall a minimum lengths: notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #4 bars: 21" minimum shall contact the Engineer for clarification in cases of conflict between the structural #5 bars: 26" minimum Roofs: drawings and any drawings prepared by others prior to commencing work. #6 bars: 32" minimum E Metal or Shingle: 10 psf (rafters) 7 psf (Wood Truss) Concrete or Clay Tile: 15 psi 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 13. Reinforcement in footings shall be bent around corners or dDrner bars shall be used. Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the 14. The contractor shall provide spacers, chairs, bolsters, etc., Necessary to support _ DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction reinforcing steel. Support items which bear on exposed concrete surfaces shall have specified in the soils report shall be followed unless more stringent requirements are ends which are plastic tipped or stainless steel. o Floors: specified in these plans., Exterior Balconies: 40 psf MASONRY: Exterior Decks: 40 psf CONCRETE: _ Stairs: 40 psf (or 300 Ib point load) General: Garages: 50 psf (or 2000 Ib point load) 1. All concrete work shall be in accordance with "Building Code Requirements for 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 Requirements for Masonry Structures," ACI 530-13, and Specifications for Masonry Structures," A Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 530.1-13 Without Storage: 10 psf Slabs on grade, footings, and misc. concrete: fc=25OOpsi Structural slabs, walls, beams and columns: fc=3OOOpsi 2. Grout shall conform to ASTM C476 with minimum 28 da compressive strength t With Limited Storage: 20 psf Designated radon zones only all concrete: fc=3000 si Y P 9 With Storage: 30 psf (fixed stair access) 9 y - P 3000 psi per ASTM C1O19. Grout shall be mixed to provide a slump between 8" Roofs: 3. Cement shall conform to "Specification for Portland Cement" (ASTM C15O) 3. Mortar shall conform to ASTM C27O and be Type M or S. Type N mortar may be d Less than 4:12 slope: 20 psf in brick veneer. a _ 4:12 slope or greater: 16 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates (ASTM C33) '�� CLIENT: 4. The contractor shall be responsible for the design and installation of all flashing. I - ELITE HOMES DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic W material or other substances that are deleterious to concrete or steel reinforcement. Concrete Masonry (CMU): Z M PROJECT: Walls: 15 PARADISE PRESERVE Wind loads with plaster or stucco finish: L/36O 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1. Concrete masonry units (CMU) shall be ASTM C9O-14, Hollow Loa aMno cre = Wind loads with other brittle finishes: L/24O structural drawings. All reinforcing details shall conform to "Details and Detailing of Masonry Units, normal weight, with a minimum compressive streng C2 Wind loads with flexible finishes: L/12O or L/18O* Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural (fm=1500 psi). 05 JOB NUMBER: COUNTY: I * L/1 80 for exterior walls with interior gypsum board finish. drawings. LLI I- Z g SCALE: 118-13110 1 �` Floors: 2. All continuous reinforcing steel in masonry shall be lap -spliced with I Q - 7. Tolerances for foundation and slab alignment as well as placement of reinforcement �_ G o %8 = 1' 0" (U.O.N.) Live Load: L/48O * 9 p minimum lengths:E. Total Load: L/240 * shall be in accordance with "Standard Tolerances for Concrete Construction and #4 bars: 20" minimum 1W I-- a 0 = DO NOT SCALE THIS DRAWING Materials," ACI 117. Footing or slab edges may be u to 1/2" inside of the sill late. Z M Z RELEASE DATE: * Increased floor stiffness may be required by floor covering manufacturer g 9 y p P #5 bars: 25" minimum Q O a 03-27-18 #6 bars: 30" minimum N (a a REVISIONS: Roofs: Live Load: L/24O 3. Grout all cells containing vertical reinforcement in 5'-0" maximum lit Q Total Load: L/180 U. LL" OC 2 - 4. Provide cleanouts per ACI 530.1-13 in the bottom course of mason®wOnge all " DRAWN BY: CMF height exceeds 5'-0". W �j LUw a CHECKED BY: FSS 5. Beam reinforcement shall be continuous across control joints. W V N U W 2 TITLE: �. GENERAL NOTES = 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise rlldied on the - SHEET 1 of 2 structural drawings. SHEET: S-1 a. Wel e onnec 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall b. Structural Steel plates: ASTM A36 (Fy-36 ksi) or r\STM 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 '/4' galvanized roofing nails�l 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 •500 (Fy=50 ksi) I f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used fpr ASTM :53 (Fy-35 ksi) supporting brick veneer over openings. This angle will not be required for aYched 6'-0" then 2. All structural steel connections and fabrications shall comply with AISC specifications. windows where brick is self-supporting. If the length of the opening exceeds 1. the steel angle shall be attached to the wood framing with Y8" x 3" lag scre is @ 12" o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for <pproval prior to fabrication. 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 S�pecificatio " 2015 edition 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) 13. Fasten plies of 1 %" wide engineered lumber as follows: EDGE STRIP (5) WINDOW, DOOR AND SOFFIT PRESSURES: UL SBERG Pos Neg Clay Masonry (Brick): 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 HENGINEERING, INC. 1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing rick, and 3 -ply beams with (3) rows of 0.131"x3'/4' nails @ 8"o.c. (e<+ch side) Simpson 6 3/4' long SDW screws @ 12" o.c. ressures indicated below and shall be installed in accordance with the manufacturer's 11481 OLD SUITE # 202 Hollow Brick, respectively. Grade MW shall be used. 4 -ply beams with (2) rows of requirements. C ONVILL , F . 32 JACKSONVILLE, FL. 32258 with a 161L Brick veneer shall be anchored approved ties spaced no more than 1 O.C.o.c. STRUCTURAL STEEL: 20.9 -25.7 - P: 904.886.24a 'X904.260.4367 ww NeIS'd�'rg a "�11 m 2. vertical and 16" o.c. horizontal. Additional ties shall be provided around all e openings greater than 16" in either direction, and shall be spaced no more t�ian all AISC S for DE. ign and Fabrication and Specifications 36" 1. Structural steel shall conform to P Steel for Buildings (latest editions). 19.9 -21.9 o NSF �••�:�'sy within 12" of the openings. Erection of Structural surfaces exposed and visible to the exterior of the structure. •*•�G_ o.c. and placed d d C tions AWS D1 1 or soil `O V V s a. Wel e onnec 3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire and shall b. Structural Steel plates: ASTM A36 (Fy-36 ksi) or r\STM 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 '/4' galvanized roofing nails�l 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 •500 (Fy=50 ksi) I f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used fpr ASTM :53 (Fy-35 ksi) supporting brick veneer over openings. This angle will not be required for aYched 6'-0" then 2. All structural steel connections and fabrications shall comply with AISC specifications. windows where brick is self-supporting. If the length of the opening exceeds 1. the steel angle shall be attached to the wood framing with Y8" x 3" lag scre is @ 12" o.c. or Simpson Y4" x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for <pproval prior to fabrication. 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 S�pecificatio " 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) Pos Neg Pos Neg Southern Yellow Pine member design incorporates design values for all siz s and 6. 0 to 2ito 24.7 -33.0 24.7 -26.8 20.1 t0 sf 23.6 -30.7 23.6 -25.7 50.1 t00 sf 22.2 -27.8 22.2 -24.2 100.1 200 sf 20.9 -25.7 20.9 -23.0 200.1 to 500 sf 19.9 -23.4 19.9 -21.9 Soffit Design Pressure 24.7 -33.0 24.7 -26.8 3 = NC 507911 s � • . r ST 03-27-18 FLOYD S. SIMPSON, PE FL PE No. 50791 COMMENTS: (NDS) for Wood Construction, Base Design Pressure 20.90 GCpi =±0.18 2. Southern Yellow Pine member design incorporates design values for all siz s and 6. All structural steel shall be shop -painted with SSPC Paint '15 (red oxide) primer. Prior SSPC SP -6 "Commercial Blast Cleaning". A grades of visually graded Southern Yellow Pine dimension lumber per "Sup lement to painting, steelwork shall be cleaned per E No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," pu lished 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. _ 3. All wood members exposed to weather or in contact with masonry, concretq suitable for the exposure conditions. or soil 8. Field touch-up after installation where required to restore final finish. - shall be treated with an appropriate preservative 4. If ACQ treatment is used on any wood member, then all nailing shall requir HARDWARE AND ANCHORS: s hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 8695, If borate treatment is used then galvanizing is not required. lass 50. 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, TYPICAL EDGE STRIP (5) United Steel Products (USP), or Engineer approved equal. a = 4.0' 5. Prefabricated wood trusses shall comply with NDS and "National Design St Metal Plate Connected Wood Truss Construction (TPI 1-2014)." ndard for 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM TYPICAL INTERIOR ZONE (4) ler. F1554, Grade 36. 6. All trusses shall be designed by the Truss Manufacturer's registered Engin 3. All connectors and hardware which are exposed to the exterior or in contact 7. The Truss Manufacturer shall submit shop drawings and design notes with metal 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 rate load ASTM A153, Class C, or ASTM B695, Class 50. capacity of the truss to truss connectors, and the manufacturer's license to the system proposed. The contractor shall approve abricate 4. Anchor adhesives shall be either SET -3G by Simpson Strong -Tie or HIT-HY 200 by rl, trusses utilizing connector fabrication and installation drawings showing size shape and layout. Hilti with Florida Product Approval and installed according to the manufacturer's be of all debris and brushed out prior to installation � -- m cuENr. 8. temporary bracing, during installatidl Jobsite handling and erection, including p Y 9 9 n of instructions. Holes shall cleaned of anchor adhesive. ELITE HOMES shall comply with TPI / WTCA BCSI 1. trusses PY I� - l 4 - ROOF COVE RING: E C m PROJECT: 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened be responsible for the design and installation of the roof covering 15 PARADISE PRESERVE to their supportingwalls or beams with metal connectors as noted in the Trr ss 1. The contractor shall Connection Schedule. system. ......i > � JOB NUMBER COUNTYUVAL: 10. All gable ends shall be ballon n framed or braced in accordance with the applicable e 2. Asphalt shingles sacomply ASTM D3161 and be installed according to the lshall lwith AST manufacturer's requirements. 10 �' SCALE: - g - V-0" (U.O.N.) detail as shown in the structural drawings. 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 Do NOT SCALE THIS DRAwINo v RELEASE DATE: be provided by others. Manual," and the manufacturer's requirements. 03-27-18 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimudh material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according - a REVISIONS. specifications: tothe manufacturer's requirements. - LVL or Parallam LSL _ E-2,000,000 psi E-1,550,000 psi 5. The contractor shall be responsible for the design and installation of all metal flashing DRAWN BY: CMF a - =2 325 psi Fb Fb- 0 SI P 2 60 P and valley material. � CHECKED BY: .� - l - FSS Fc =750 psi Fc =900 psi = -= �r Fv-285 Psi Fv-310 Psi �-TITLE: _ GENERAL NO TES SHEET 2 of 2 SHEET: o 2 T-TULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.686.2401 F: 904.260.4367 www, com 4111 C. O 014 s•. i a OF c � t A9%°••:cL OR\�••• � v AA,, k lv FLOYD S. SIMPSON, PE FL PE No. 50791 STEMWALL 36'-5" N " Y d 15' 11" 1 9 — 24" x 24" x 12" PAD FOOTING WITH (2) #5 EACH WAY - 8' 18' - (TYPICAL) 2x10 TREATED RIM BOARD SEE DETAIL "E" ON SD -1 E r-- ------- E COVERING LEAN AND COMPACTED FILL B - o m o � 11'-9" (L SGD RECESS 0 U)k_ SD -1 ________ 3)Ya" x 5" HDG SDS SCREWS . ................ o GUARDRAIL (BY CONTRACTOR 13'-3" 4' 0" 8' 4" 2' . DECKIN MINIMUM Y4" rD, _ ..:....O IE: e x8TREATED 2DECK t[ SD 1 o JOISTS 6" O.C. @10 (' 4" CONCRET SLAB WITH 6x6 W1.4x1.4 WWF ao 3 T-TULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.686.2401 F: 904.260.4367 www, com 4111 C. O 014 s•. i a OF c � t A9%°••:cL OR\�••• � v AA,, k lv FLOYD S. SIMPSON, PE FL PE No. 50791 >I OR FIBERME HOVER 6 MIL VAPOR BARRIER: `'I 2x10 TREATED RIM BOARD € �[ COVERING LEAN AND COMPACTED FILL B U)k_ SD -1 3)Ya" x 5" HDG SDS SCREWS E 6-6" 13'-3" 4' 0" 8' 4" 2' TREATED BEAM (AS NOTED) t[ OTCH POST TO ACCEPT _ [[ — o ::.; :: :::::::::....:::::::::::..:::;::;:;:::.......:::;:;:; — — ;:;; ;::.. BEAM B E ECORATIVE LATTICE . — — ). .......— ......................... — x6 TREATED POST 3 j I r ABU66 POST BASE wl . : ` • %" $ALV. ROD EPDXIEDGRA 12" INTO CONCRETE a_ --- — — i: .. —:: MINIMUM ..... 12" SOLID GROUTED CMU PIER t ON 24" x 24" x 12" PAD FOOTING I I N wl (2) #5 EACH WAY AND (2) #5 VERTICAL DOWELS (TYP.) N N SD 2 r .5 & CLIENT: ELITE HOMES .SECTION -WOOD DECK FRAMING D S-3 m PROJECT: �:: 15 PARADISE PRESERVE ( ° EMBE DE STRAP AT<'> I::I GARAG D ROPENING " JOB NUMBER: -01107 O COUNTY: ouNTY DUVAL I '— S EE DE AlF " "ONS D-1 -° C, - INT CJ -SUGGESTED CONTROL JO � SCALE: -1' 0" (U - O.N.) I — — — :: N US28-Z HANGER LOCATIONS SEE DETAIL " T " ON SD -2) ( _ E DO NOT SCALE THIS DRAWING <ssi:.':'I11 ::>sss':>: ..:............... ...:.. I:;:'.:::; 12'-4 x8 J01 TS @ 6" .0 1-6" 2x10 TREATED LEDGER = DENOTES TWO STOR RELEASE DATE: 03-27 18 _ 2' 4" 16-3" M ATTACH TO CMU STEMWALL FOOTING CONDITION a REVISIONS: Y (2) x8 (2) A (2) A —I cO WY2" x 5" GALVANIZED TITEN HD 16" O.C. BEM E �_ @ _ CONTRACTOR SHALL VERIFY ALL DIMENSIONS 3 "x3 ' x PA F TIN 12" SOLID GROUTED CMU PIER USING FINAL APPROVED FLOOR PLAN PRIOR m DRAWN BY: w CMF WITH (4) EACH WAY ' ' 5-8 5-2 5-5 " ' " ' ON 24" x 24" x 12" PAD FOOTING TO CONSTRUCTION „CHECKED BY: 20 2" WITH (2) #5 EACH WAY AND � ,� FSS 2x10 RIM BOAR �, (2) #5 VERTICAL DOWELS (TYPICAL)«°. _ TITLE: 36'-5" a UFOUNDATION PLAN 3„I SHEET: FOUNDATION PLAN o S-3 (2) 2x6 BUILT -U POSTALIGNED WITH TRUSS E8 ABOVE INSTALL SOLID BLOCKING BETWEEN FLOORS —SIL -3— _ NOTES: UL S B ERG NOTE: ENGINEERING, INC. THIS OPEN PORCH CEILING 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE C*TRUCTED WITH 2X6 11481 OLD ST. AUGUSTINE RD., SUITE # 202 REQUIRES A MINIMUM %" SHEATHING SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 9'-1 Y" - U.O.N. - JACKSONVILLE, FL. 32258 FASTEN WITH 6d COM OR - P: 904.886.2401 F: 904.260.4367 BOX NAILS AT 6" O.C. ON EDGES NOTE- im www.HulsbergEngineering.com AND 12" O.C. IN THE FIELD EACH REAR POST SHALL BE TREATED 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 1 25846 4x4 POST ON ABU44-Z POST BASE SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS;UP TO 9'-1,48" - U.O.N. o (2)1 T/' x 1174" LVL PORCH BEAM STRAP POST TO EACH BEAM ABOVE �® •••NS ••• III WITH (1) H8 -Z or (1) MSTA24-Z CLIP 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FL XIBLE" (SIDING) - U.O.N. ®•. .� s N w N TYPICAL ALL POSTS - (U.O.N.) NOTIFY ENGINEER OF ANY VARIATIONS IIS _ N �II SEE DETAIL "F" ON SHEET SD -7 o E i r (2) ACK III a SII SD -7 ;• '1j �.'� a sw MIN. E (2) �J10 HE�KER —SW -3 t 9� • tel SD -7 (� , ( ) 2x10 HEADER (2) 1 %" x 9X" LVL = p' on11WitWµ+B' 2J 2K 2) JACKS fLOYD S. SIMPSON, PE 2J 1 2K MIN. FL PE No. 50791 13/4" x 9Y" LVL (2) 2x6�UILT-UP 2J 1K PO pT (MIN.) (2) 2x4 BUILT -U POST ALIGNED WITH TRUSS E19 ABOVE INSTALL SOLID BLOCKING BETWEEN FLOORS UI ...... ................. ...I.......... . III III CUT LOWER P AY OF DOUBLE PLATE III BEAM MAXIMUM 1.5" FOR CLEARANCE IF NEEDED ADD HORIZ III TAL MSTA30S TR NC�NTTNREDI OVER C(3) 3J x 13M LVL l EACH FRONT POST SHALL BE TREATED 4x4 POST ON ABU 4-Z POST BASE STRAP POST TO EA H BEAM ABOVE WITH (1) H6 -Z or (1) MSTA24-Z CLIP TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F ON SHEET SD -7 ---S'W-3 I .................. (2) 2x6 BUILT-UP POST ALIGNED WITH TRUSS D1 ABOVE INSTALL SOLID BLOCKING BETWEEN FLOOR 1 2x12 HEADER CONT W E III III SDa III (2) 2x10 PORCH III BEAM (TYPICAL 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 LAYOUT - FIRST FLOOR NOTE: INSTALL SOLID BLOCKING BETWEEN FLOORS AT ALL SECOND FLOOR BUILT-UP POSTS 11 ONSTRUCT USING APA ARROW WALL METHOD WITH HEADER CONTINUOUS ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -8) HUC410 HANGER 1. INSTALL U MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING - SEE DETAIL "P' ON SD -1 3. 16' GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 23.0 psf ± a ��1.ulLu 3 EE OD SHRARWALL LEGEND: = NON-BEARING WALL o = BEARING WALL SW -6 L _ o = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2Y2") NAILS @ a 6" O.C. ON EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTS 9- m CLIENT. SW 3 ELITE HOMES o = SHEARWALLS FASTENED WITH m 8d COM (0.131" x MY) NAILS @ PROJECT: 3" O.C. ON EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTS 15 PARADISE PRESERVE SBS = SHEATH BOTH SIDES OF WALL z JOB NUMBER:COUNTY: AT INDICATED SHEARWALL a 18-0110 DUVAL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. @ SCALE: =1' O" (U.O.N.) DO NOT SCALE THIS DRAWING WOOD FRAMED HEADER LEGEND: SIZEH RELEASE DATE: 03 2718 OF HEADER a REVISIONS: 2 2x_ HEADER J K =DRAWN BY: CMF QUANTITY UANTITY OF JACKS OF KING STUDS a CHECKED BY: FSS TITLE: WALL LAYOUT NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS § FIRST FLOOR SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER a SHEET: ^ o r, —4 SYP. INSTALL MINIMUM (1) JACK AND (1) KING STUD AT EACH HEADER (U.O.N.) a NOTES: T-TuLSBERG ENGINEERING, INC. 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE QONSTRUCTED WITH 2X6 - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 9'-1,48" - U.O.N. JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367. www.HulsbergEngineedng.com 2) ALL SECOND FLOOR INTERIOR BEARING WALLS JALL BE CONSTRUCTED WITH 2X4 FLORIDA C.A. NUMBER: 25846 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 9'-1 Ya" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) U.O.N. d ` , S NOTIFY ENGINEER OF ANY VARIATIONS m Q�+\ '`• es0y ."°. , 0� s � • N : x (2) 2x6 BUILT -U ((2) 2x10 HEADER cc I ° POST (MIN.) 1J 2K 3 :° S�piE �F — � - 2 JACKS y.PLO P o SOLID BUILT -U () II .F1AN CORNER MIN. IIS a COMMENTS: II INOTE: " (I INSTALL SOLID B==FOR FLOORS AT ALL BUILT-UP POSTS (2) 2x4 BUILT -U LL - POST (MIN.) 2x10 HEADER a 2J 1K Q SHEARWALL LEGEND: —S�3 = NON-BEARING WALL W �� BEARING WALL l SW -6 SW -3 (2) 2x12 HEADER o = SHEARWALLS FASTENED WITH 2J 1K 8d COM (0.131" x 2Yz") NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTS CLIENT: �� SW -3— ELITE HOMES o - SHEARWALLS FASTENED WITH 2) 2x4 BUILT-UP- POST(MIN.)8d COM (0.131" x 2%z") NAILS @ f 3" O.C. ON EDGES AND 12" O.C. PROJECT: ON INTERMEDIATE SUPPORTS 8 15 PARADISE PRESERVE SBS = SHEATH BOTH SIDES OF WALL JOB NUMBER:COUNTY: AT INDICATED SHEARWALL s 18-0110 DUVAL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" U.O.N. SCALE: -1'-0" (U.O.N.) -�— WOOD FRAMED HEADER LEGEND: E DO NOT SCALE THIS DRAWING 4ER RELEASE DATE: OF HEA03-27-18 REVISIONS: HEADER KQUANTQUANTITY D�"�' BY. CMF OF JACKS OF KING STUDS CHECKED BY: FSS LL LAYOUT - SECOND FLOOR NOTE: 2 TITLE: WALL LAYOUT ALL WOOD FRAMED LOAD BEARING HEADERS _ SECOND FLOOR SHALL BE MINIMUM (2) 2X6 N0.2 OR BETTER SYP. INSTALL MINIMUM (1) JACK AND a SHEET: (1) KING STUD AT EACH HEADER (U.O.N.) S-5 0 w1milm BLOCK BETWEEN TRUSSES OVER SHEARWALL BLOCK BETWEEN TRUSSES OVER SHEARWALL 2x10 LEDGER w/ (3 %" x 3)/2" SDS SCREWS AT EACH TRUSS END VERTICAL (24" O.C. MAX) Y1TS24 AT I TS24 AT GIRDERI GIRDER III I� I li !I 0 z of i II z SII 0 0' A2 FT18I T 0 0 0 J ELco i IL CV I w _ I F7. Lu! - 771, 00 . �I I� ' `I '& IIAIRDERT GIRDER'\jjI I BLOCK BETWEEN BLOCK BETWEEN TRUSSES UNDER TRUSSES UNDER 2nd FLOOR WALL 2nd FLOOR WALL ABOVE ABOVE LOWER ROOF LAYOUT li il, IIF14II S 2x8 LEDGER v/ (2) " x 3;/2" SD`� SCREWS AT EACH TRI'SS END VERTICAL (2%" O.C. MAX) 7RIISS CnNNECTORS �� TRUSS ID LEFT INTERMEDIATE T RIGHT FT17 HTS24 HTS24 FT19 HTS24 HTS24 ALL OTHER TRUSSES (ROOF) H2.5T OR H2.5T OR SDWC 15600 SDWC 15600 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 2x8 LEDGER w/ (2) x 3%" SDS SCREWS AT EACH TRUSS END VERTICAL (24" O.C. MAX) Ll BLOCKING AT SHEARWALL ` U LN SUB -FLOORING INSTALL 200 BLOCKING BETWEEN JOIST. TOENAIL AT THESE EDGES w/ 0.131" x 3y4" NAILS @ 4" O.C. (TYPICAL) -SAWN JOIST -DOUBLE PLATE OF SHEARWALL T-TULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 1904.886.2401 F: 904.260.4367 www. HulsberQEnq ineering.com LI NO, 5 s * • f O �c ST ��• '9�°••FLORA0 'y�F�Ilq^ UfYJ FLOY ON, E PE FL PE No. 50791 �_�JCLIENT ELITE HOMES 15 PARADISE PRESERVE JOB NUMBER: COUNTY: I8-0110 DUVAL SCALE: DO NOT SCALE THIS DRAWING y RELEASE DATE'. 03-27-18 DRAWN BY: CMF CHECKED BY: FSS (TITLE: LOWER ROOF LAYOUT SHEET. S-6 Ic I'll 47 �J ✓�9 Ucl) cl) U — —_ U U UPPER ROOF LAYOUT TRUSS CONNECTORS TRUSS ID LEFT INTERMEDIATE RIGHT D5 H2.5T OR SDWC 15600 HTS24 H2.5T OR SDWC 15600 E8 HTS24 15 PARADISE PRESERVE o HTS24 E19 HTS24 I HTS24; H2.5T OR SDWC 15600 HANGER DUVAL 3 SCALE: ALL OTHER TRUSSES H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 Z114 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS ✓�T 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 J34 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. Hulsberg Engineering.com FW�e{{ C h�- &@ER: 25846 sk- No•507g1 '�;� F © � N, PE FL PE No. 50791 P CLIENT: 3 ELITE HOMES m PROJECT: 15 PARADISE PRESERVE o JOB NUMBER:COUNTY: a 18-0110 DUVAL 3 SCALE: DO NOT SCALE THIS DRAWING y RELEASE DATE: 03-27-18 a REVISIONS: DRAWN BY: CMF CHECKED BY: FSS TITLE: _ UPPER ROOF LAYOUT Lj— UL - SHEET: o S-7 EACH REAR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z or (1) MSTA24-Z CLIP TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 HOLDOWN HTT5" n i i u HOLDOWN HOLDOWN EXPOSURE "C" ANCHOR NOTE SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS 'ORY," x 3Y" TAPCON SCREWS AS REQUIRED TO MAINTAIN MAXIMUM 24" O.C. SPACING 1. INSTALL (J MSTA30 STRAP AT EACJEND OF GARAGE DOOR HEADER. NAIL INTO HEADER AND JACKS BELOW2. EMBEDDED STRAP AT EACH END DOOR OPENING - SEE DETAIL "F" NOTE: ALTERNATIVE TO SSP I 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 3/" MIN, 1" MAX ffim`',,,,,� OPTIMAL 22,Y,"- ANVLL 10` Q° JUBL 39' �� 1 PLATE SDWC 1560 \� � T3" (-1-4') SECTION- SDWC 15600 T-JULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineedng.com FIORUlk ER: 25846 a O e °N +lam • � '* ss ,���FtL>�! ON, PE FL PE No. 50791 ig COMMENTS: j hu uUVVN HOEDOWN ii ELITE HOMES s THREADEO ROD LEGEND: 75 HT71' ' THREADED ROD FROM FgOUNDATION § 15 PARADISE PRESERVE uI HOLDOW 4 HOLDOWN 1(4" MINIMUM EMBEDMENT REQUIRED) III HOLDOWN TT5 t JOB NUMBER:COUNTY: 18-0110 HOLDOWN IIII................. THREADED ROD FROM $ SCALE: III FOUNDATION TO UPPER ONSTRUCT USING APA III III FLOOR DOUBLE PLATE NARROW WALL METHOD DO NOT SCALE THIS DRAWING �4" MINIMUM EMBEDMENT REQUIRED) WITH HEADER CONTINUOUS RELEASE DATE: TT2-Z ACROSS RETURN WALLS N, III HOLDOWN (SEE DETAIL "A" ON SD -8) SD 5 — — TT5 'HOLDOWN ® = OLDOWN (AS NOTED) INSTALLED AT - 75 E HOLDOWN III UC410 HTT5 � HTT HOLDOWN SD -7 HTT5 HOLDOW III HANGER HOLDOWN UNDER WINDOW III - FSS O = SILL TITLE: TIE -DOWN LAYOUT SILL PLATE. COUPLE MINIMUM %" ROD w FIRST FLOOR NOTE: TO HOLDOWN ANCHOR AND EACH FRONT POST HALL BE TREATED CONTINUE TO UPPER FLOOR 44 POST ON BU44-Z POST BASE DOUBLE PLATE ABOVE STRAP POST TO ACH BEAM ABOVE WITH (1) H6 -Z r(1) MSTA24-Z CLIP TIE -DOWN LAYOUT - FIRST FLOOR TYPICAL LL POSTS - (U.O.N.) SEE DETAI "F" ON SHEET SD -7 EXPOSURE "C" ANCHOR NOTE SILL PLATES ON EXTERIOR WALLS SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL ANCHOR BOLTS 'ORY," x 3Y" TAPCON SCREWS AS REQUIRED TO MAINTAIN MAXIMUM 24" O.C. SPACING 1. INSTALL (J MSTA30 STRAP AT EACJEND OF GARAGE DOOR HEADER. NAIL INTO HEADER AND JACKS BELOW2. EMBEDDED STRAP AT EACH END DOOR OPENING - SEE DETAIL "F" NOTE: ALTERNATIVE TO SSP I 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 3/" MIN, 1" MAX ffim`',,,,,� OPTIMAL 22,Y,"- ANVLL 10` Q° JUBL 39' �� 1 PLATE SDWC 1560 \� � T3" (-1-4') SECTION- SDWC 15600 T-JULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineedng.com FIORUlk ER: 25846 a O e °N +lam • � '* ss ,���FtL>�! ON, PE FL PE No. 50791 ig COMMENTS: j CLIENT: ii ELITE HOMES s THREADEO ROD LEGEND: = PROJECT: = ' THREADED ROD FROM FgOUNDATION § 15 PARADISE PRESERVE TO DOUBLE PLATE 1(4" MINIMUM EMBEDMENT REQUIRED) t JOB NUMBER:COUNTY: 18-0110 DUVAL THREADED ROD FROM $ SCALE: FOUNDATION TO UPPER c FLOOR DOUBLE PLATE DO NOT SCALE THIS DRAWING �4" MINIMUM EMBEDMENT REQUIRED) RELEASE DATE: v 03-27-18 ❑ _ HOLDOWN (AS NOTED) a REVISIONS: INSTALLED AT SILL PLATE ® = OLDOWN (AS NOTED) INSTALLED AT - ILL PLATE. COUPLE MINIMUM %" 0 DRAWN BY: CMF OD TO HOLDOWN ANCHOR AND a CHECKED BY: PONTINUE TO DOUBLE PLATE ABOVE - FSS O = HOLDOWN (AS NOTED) INSTALLED AT TITLE: TIE -DOWN LAYOUT SILL PLATE. COUPLE MINIMUM %" ROD w FIRST FLOOR TO HOLDOWN ANCHOR AND SHEET: CONTINUE TO UPPER FLOOR DOUBLE PLATE ABOVE 0-0 SSP TOP & BOTTOM @ 32" O.C. Y" x 02" SDS SCREWS INTO EACH FLOOR TRUSS BELOW (24" O.C. M ) SSP AT TOP PLATE n G= ..... STA18 AT EACH END S16 T0!jI OF HEADER (I HEADER 1 BELOW II II •. SSP AT PLATE & CS16 TO HEA ER BELOW _ ............. Mj C ... .. ... ... . 04 'w Ua SSP TOP & BOTTOM LSTA18 f>T HEADE & 0 o&X4" x 02" SIDS SCREW CS16 BETWEEN INTO TRUSS AT SILL m o m FLOORS . yes Lu 0 —tj cn SSP TOP & B TTOM @ 32" O.C. & /" x 4Y" SDS CREWS INTO EACH FLOOR TRUSS ELOW (24" O.C. MAX) SSP TOP & BOTTOM @ 32" O.C. & Y," x 4Y" SDS SCREWS INTO EACH FLOOR TRUSS BELOW (24" O.C. MA) Tit -DOWN LAYOUT - SECOND FLOOR as = U 0 0Q �? M Z U) 0 �0 L 0 r�O 0 Cn m m cn <n a o= 0cc x0 � a0 LL IffULSBERG ENGINEERING; INC. 4 _ 11481 OLD ST. AUGUSTINE RD., SUITE # 202 I JACKSONVILLE, FL. 32258 - P: 904.886.2401 F: 904.260.4367 www. Hu Isberg Eng ineering.com FL BER: 25846 0 t.11�.• .. t704�ii�i i N 5p79A is a s PSE QF ••�c�= M10 0*10 hhh — 11N; PE FL PE No. 50791 `a COMMENTS: m CL uj 3 E 5 s 3 i - CLIENT'. ELITE HOMES THREADED ROD LEGEND: — PROJECT: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) 15 PARADISE PRESERVE JOB NUMBER: 18-0110 COUNTY:DUVAL SCALE: =1'-0" (U.O.N.) E DO NOT SCALE THIS DRAWING ❑ = r %" THREADED ROD FROM FOUNDATION TO UPPER FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) HOLDOWN ( AS NOTED ) INSTALLED AT SILL PLATE RELEASE DATE: 03-27-18 ;REVISIONS: ® = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE. COUPLE MINIMUM %" 0 - DRAWN BY: CMF ROD TO HOEDOWN ANCHOR AND CONTINUE TO DOUBLE PLATE ABOVE CHECKED BY: FSS TITLE: _ TIE -DOWN LAYOUT SECOND FLOOR Is O = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE. COUPLE MINIMUM e" ROD TO HOLDOWN ANCHOR AND CONTINUE TO UPPER FLOOR SHEET: DOUBLE PLATE ABOVE S _g BRICK VENEER WITH 1" AIRSPACE AND WALL TIES CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. SILL PLATE GROUT AIR SPACE BELOW FLASHING CONCRETE SLAB (1) #5 CONT. GRAD 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. \\ \\\\\ AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO FOOTING. 6" ONE STORY 2 #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. A SECTION - STEMWALL WITH BRICK _ all)NOTE: IF STEMWALL HEIGHT EXCEEDS 48 CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SILL PLATE CONCRETE SLAB BRICK VENEER WITH 1" AIR SPACE AND WALL TIES CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. GROUT AIR SPACE BELOW SILL FLASHING PLATE CONCRETE SLAB A 5 00 5' 1' 5" ONE STORY - 3 #5 CONT. 1' 9" TWO STORY - (3) #5 CONT. ION - MONOLITHIC WITH BRICK P. N SILL PLATE oo GRADE (1) #5 CONT. BRICK VENEER WITH 1"AIRSPACE ADD 8" x 16" CMU \/\/\ = \\\\\'8" CMU STEMWALL WITH (1) #4 @ 48"O.C.cl z v �, ��/\ WITH (1) #4 VERTICAL IN EACH SILL PLATE SILL PLATE JOINT FILLER `V AND IN EACH CORNER. HEIGHT OF CURB VARIES (8" CONCRETE SLAB GROUT AIR SPACE BELOW FLASHING o ��/ • e \/ // FILL CELL SOLID AT EACH #4 REBAR. GRAD CONCoo RETE SLAB ,�� PLATE HK REBAR 12" INTO SLAB AND 6" INTO `� z GRA® /\\j,�\ ,8" CMU STEMWALL WITH (1) #4 @ 48"O.C. FOOTING. /\j/\\/ / i • j\\,�\ t• 6 00 0 04 V-8" ONE STORY - 2 #5 CONT. o"y% FILL CELL SOLID AT EACH #4 REBAR. 1' 8" TWO STORY - (3) #5 CONT. j B SECTION - STEMWALL ECTI SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ''' ENGINEER FOR ADDITIONAL REQUIREMENTS. BRICK VENEER WITH 1" AIR SPACE Y - (2) #5CO 1'- ONE STORNT. AND WALL TIES CONT. FLASHING; PROVIDE WEEP HOLES 1' TWO STORY - (2) #5 CONT. @ 33"OC. GROUT AIR SPACE BELOW FLASHING -- —p AND BENT 12" MINIMUM INTO (1) #5 CONT. x SILL PLATE FILL JOINT WITH ELASTOMERIC JOINT FILLER z o o cn GRAD \\\CONCRETE SLAB 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. AND IN EACH CORNER. FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" UPPER COURSE OF BLOCKS AND 6N OINTO FOOTING. 6' T-8" ONE STORY - (2) #5 CONT. T-8" TWO STORY - (3) #5 CONT. c SECTION - STEMWALL AT GARAGE WITH BRICK SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. CONCRETE SLAB 1'-0" 1 ONE STORY - (2) #5 CONT. V-4" TWO STORY - (2);;b CONT. N - MONOLITHIC (1) #5 CONT. BRICK VENEER WITH 1"AIRSPACE ADD 8" x 16" CMU \ • FILL JOINT WITH ELASTOMERIC v �, ��/\ WITH (1) #4 VERTICAL IN EACH SILL PLATE SILL PLATE JOINT FILLER `V HOLES @ 33"O.C. HEIGHT OF CURB VARIES (8" CONCRETE SLAB GROUT AIR SPACE BELOW FLASHING 6" MIN. MAX.) ---- GRAD CONCoo RETE SLAB ,�� PLATE CONCRETE SLAB `� z GRA® /\\j,�\ ,8" CMU STEMWALL WITH (1) #4 @ 48"O.C. C„ ? /\j/\\/ / i • j\\,�\ t• AND IN EACH CORNER.\%j\/j 00 0 04 '' %�% o"y% FILL CELL SOLID AT EACH #4 REBAR. j HOOK REBAR 12" INTO UPPER COURSE !j\ ''' j\� OF BLOCKS AND 6" INTO FOOTING. Y - (2) #5CO 1'- ONE STORNT. 6, 1' TWO STORY - (2) #5 CONT. T-8" 1 ONE STORY - (2) #5 CONT. V-8" - ' TWO STORY - (3) #5 CONT SECTION - STEMWALL AT GARAGE NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. F� I CONCRETE SLAB CONT. TO INSIDE OF BRICK VENEER WITH 1"AIRSPACE ADD 8" x 16" CMU \ • STEMWALL AT POST LOCATION i \y/ �, ��/\ WITH (1) #4 VERTICAL IN EACH T-5" ONE STORY - (3) #5 V-9" TWO STORY - (3) n ON - MONOLITHIC AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE LAB AS NOTED REINFORCEMENT (AS NOTED) AS NOTED REINFORCEMENT (AS NOTED) SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT THICKENED EDGE NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. * * ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD -2) STHD14 STRAP NAILED TO GARAGE DOOR POST. PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING DOOR POST. BEND STRAP INTO AS SHOWN. FOOTING AS SHOWN. BRICK VENEER WITH 1"AIRSPACE a AND WALL TIES �r CONT. FLASHING; PROVIDE WEEP z U - HOLES @ 33"O.C. o 6" MIN. GROUT AIR SPACE BELOW FLASHING a SILL HEIGHT OF CURB VARIES (8"MAX.) PLATE CONCRETE SLAB `� z RAD 00 0 04 YU- T-5" ONE STORY - (3) #5 V-9" TWO STORY - (3) n ON - MONOLITHIC AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE LAB AS NOTED REINFORCEMENT (AS NOTED) AS NOTED REINFORCEMENT (AS NOTED) SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT THICKENED EDGE NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. * * ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD -2) STHD14 STRAP NAILED TO GARAGE DOOR POST. PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING DOOR POST. BEND STRAP INTO AS SHOWN. FOOTING AS SHOWN. DETAIL - PA51 INSTALLATION (STEMWALL; NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: REINFORCEMENT IS NOT REQUI4 ` TO PASS THROUGH SLOTS IN STRAP. nFTAii - STHD14 INSTALLATION (MONOLITHI ULSBERG JL JL ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com I. lVdW*& R: 25846 .�;,,. ••. Pis •., y. No• ' .r O i s SON, PE FL PE No. 50791 ICOMMENTS E 9I ELITE HOMES 6 PROJECT: 15 PARADISE PRESERVE o 2 JOB NUMBER: n COUNTY: 18.017 aSCALE: 3 %" = V-0" (U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: 03-27-18 REVISIONS: DRAWN BY: CMF CHECKED BY: FSS TITLE: FOUNDATION DETAILS SHEET 1 of 2 SHEET: SD -1 �r YU- j #4 WITH 6" HOOK INTO FOOTING E3 a 1 -- —p AND BENT 12" MINIMUM INTO Q tli THICKENED EDGE. o cn �x - n /GRADE Ul. a DETAIL - PA51 INSTALLATION (STEMWALL; NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. NOTE: REINFORCEMENT IS NOT REQUI4 ` TO PASS THROUGH SLOTS IN STRAP. nFTAii - STHD14 INSTALLATION (MONOLITHI ULSBERG JL JL ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com I. lVdW*& R: 25846 .�;,,. ••. Pis •., y. No• ' .r O i s SON, PE FL PE No. 50791 ICOMMENTS E 9I ELITE HOMES 6 PROJECT: 15 PARADISE PRESERVE o 2 JOB NUMBER: n COUNTY: 18.017 aSCALE: 3 %" = V-0" (U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: 03-27-18 REVISIONS: DRAWN BY: CMF CHECKED BY: FSS TITLE: FOUNDATION DETAILS SHEET 1 of 2 SHEET: SD -1 . BEARING POST (AS NOTED) CURB HEIGHT VARIESCONCRETE SHOWER AREA SLAB (2) MSTAM36-Z STRAPS UL SB ERG SHOWER AREA tat;;:: MONOLITHIC FOOTING NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC. I WITH (13)10d COM NAILS = 11481 OLD ST. AUGUSTINE RD., SUITE # 202 _ 8" CMU STEMWALL IM M OVERHANG 3" MAX U � � FAST TO FOUNDATION JACKSONVILLE, FL. 32258 P: 904.886 .240 1 F: 90 4367 4.260.com •' - - (OPTIONAL) � ; oo WALL WITH (8 Y4" x 2Y" CONCRETE www.HulsbergEngineering.com F 1 25846 FORM EDGE PLAN VIEW CONCRETE SLAB SCREWS INTO MASONRY OR E PLAN VIEW (8)Ya" x 1 %" CONCRETE s ��..•K•..� S0, ''�, �••. s'sy SCREWS INTO CONCRETE. CONCRETE SCREWS SHALL BE E .®eeee,:�. ® .� °°•° =rs "TAPPER" e (1) #5 CONT. POWERS WITH PERMA-SEAL 3 ../ 1 79 ", GRAD \\/\\/ \ \�% FINISH OR EQUAL. (1) #4 CONT. 6"MIN. HEIGHT OF CURB VARIES X a 1 #4 CONT. „ /\\//\\//\\ 8 CMU STEMWALL WITH (1) #4 @ \/\/\/\i a / //\��\\j/\\\48"O.C. AND IN EACH CORNER. �. STRAP SHALL BE COVERED WITH \ j\/ SIDING OR STUCCO i E 'k _.rv- r .� S Q� e; W t SILL SILL PLATE , FILL CELL SOLID AT EACH #4 o \\j\ \�� PLATE CONCRETE SLAB N HEIGHT OF CURB VARIES (8" MAX.) z_ 6" MIN. \�/ \�/��// REBAR. HOOK REBAR 16" INTO \ `// PORCH SLAB AND 6" INTO NOTE: \ ��//\\/\\i\ THIS DETAIL MAY BE SUBSTITUTED FOR 100, ,e°!• a '''. �°�•. `SRM•"� ��'y GRAD \ \\ \\ \\ \\, FOOTING. ` EITHER THE PA51 STRAP (STEMWALL) CONCRETE SLAB 6 GRAD //\\ \\//\\//\\' _ 1 g" (2) #5 CONT. OR THE STHD14 STRAP (MONOLITHIC). � FffL� SON, PE FL E No. 50791 \\,\\\\� \/\/ \/ \ \\ \ 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. = ` a / /� / / `///\\//\\�` ^ < > ` A \'\' — TION PORCH STEMWALL R DETAIL - EMBEDDED STRAP ALTERNATE a COMMENTS: _ o . \' \\'\ c \ ,\\, AND IN EACH CORNER. . . ". ,� - _ F STEMWALL HEIGHT EXCEEDS 48" CONTACT �SD-2NOTSE:� ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -2 \�/ • * \j��\� FILL CELL SOLID AT EACH #4 REBAR. HOOK REBAR 12" INTO SLAB AND 6" INTO\\// i /j j %/�\Yj/��,� \�\,\ FOOTING. g° 1'-0" ONE STORY 2 #5 CONT. " V-8" ONE STORY - (2) #5 CONT. V-4" TWO STORY - (2) #5 CONT. NOTE: SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) V-811 TWO STORY (3) #5 CONT. AS SOON AS THE CONCRETE HAS HARDENED ENOUGH NOT TO BE DAMAGED DURING THE CUTTING PROCESS. a G SECTION - STEMWALL AT EXTERIOR WALL SHOWER ECTION - MONOLITHIC AT EXTERIOR WALL SHOWER CONCRETE SLAB (TYPICALLY 1 -4 HOURS IN WARM WEATHER) SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. 000 WIDE SAW s /\\ 0 FILL CUT WITH 1" DEEP xY6" ELASTOMERIC CUT AT DENOTED g a \\ \ \\ CONT. FILLER LOCATIONS. CONCRETE SLAB SILL CONCRETE SLAB GRAD /\\�\\/\\\\ 8" CMU STEMWALL WITH (1) #4 @ j//j//,//,� a PLATE \\\\\\� 48"O.C. AND IN EACH CORNER. o o \// \//�\j' FILL CELL SOLID AT EACH #4 / _ o �J REBAR. HOOK REBAR 16" INTO \�\�� v •" �� / /%/ o RA S i \\,, ,/// //\ \\j/\\j`PORCH SLAB AND 6" INTO FOOTING. 6" CONCRETE SLAB r� V-8" (2) #5 CONT, 1' 4" ONE STORY - 2 #5 CONT. 1' 0" (1) #5 CONT. CLIENT: 1'-8" TWO STORY - (3) #5 CONT. SECTION - PORCH STEMWALL WITH BRICK T SECTION -TYPICAL SAW -CUT CONTROL JOINT W ELITE HOMES M H SECTION -INTERIOR BEARING K SECTION -THICKENED EDGE SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -2 m PROJECT: � 15 PARADISE PRESERVE sD-2 sD-2 BEARING POST (AS NOTED) CURB HEIGHT VARIESCONCRETE SLAB SILL CONCRETE SLAB \� PLATE REINFORCEMENT (AS NOTED) 1'-4" 1 ONE STORY - (2) #5 CONT. V-8" TWO STORY - (3);;5 CONT. J SECTION -BEARING STEPDOWN P SECTION - INTERIOR BEARING PAD FOOTING SD -2 SD -2 CONCRETE SLAB (1) #4 CONT. TIGHT VARIES PAVERS BY t JOB NUMBER: 10 COUNTY: DUY TREATED POST $ SCALE: %" = 1'-0" (U.O.N.) ABU_ POST BASE WITH DO NOT SCALE THIS DRAWING $' GALV. ANCHOR EMBEDDED RELEASE DATE: 12" (SET -XP ADHESIVE) 03-27-18 ALL, 12" SQUARE GROUTED J OR CAST -IN-PLACE CONCRETE )ESTAL ON 24"X 24"X 12" PAD 2' 0 FOOTING WITH (2) #5 EACH WAY Q SECTION -NON-BEARING STEPDOWN I TING AT PAVERS SD -2 SO2 DRAWN BY: CMF CHECKED BY: FSS TITLE: FOUNDATION DETAILS SHEET 2 of 2 SHEET: SD -2 HTINEERING, INC.SBERG ROOF COVERING (BY OTHERS) ROOF TRUSSES 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 CORNICE DETAIL I P: 904.886.2401 F: 904.260.4367 DOUBLE PLATE (BY OTHERS) / a www.HulsbergEngineedng.com NUT WITH 2"x 2"x Vis' WASHER / FLORIDA C.A. NUMBER: 25846 ALTERNATE: SIMPSON LBPSYz SLOTTED 'i11�N�1P a WASHER WITH 1" WASHER. '�:... Sp y �® ` • ��i %" 0 THREADED ROD G S �'•� s %s" OR 1%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF ®; VN ; a %Z RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF SIMPSON /"0 x 6" TITEN HD OR OR THREADED ROD SET IN ADHESIVE WITH SUBFASCIA WITH (2) 0.131"x 3Y" Viz" RATED SHEATHING, EXPOSURE I -METAL ROOF o 00. c a i SIMPSON %" O x 6 %' TITEN HD ROD COUPLER 2x_ No.2 SPF OR No. 2 SYP , FASTEN WITH 0.113" x 2 e" RING SHANK s o • E 8" THREADED ROD SET IN ADHESIVE a NAILS 6' C. ON EDGES ` ND INTERMEDIATE SUPPORTS. e WITH MINIMUM 4" EMBEDMENT MINIMUM 4" EMBEDMENT WITH NUT & 1" ENDNAILS AT TRUSS (U.O.N.) @ WITH NUT & 1" WASHER WASHER GYPSUM BOARD ! - % gC ) �' p`t1► : CONNECTOR AT EACH TRL)SS % �,\Q •' ;� " (SEE TRUSS CONNECTIONISCHEDULE) i��.• "Ly•a' �•'e1��`��``` (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) - PE 7 0791 c DETAIL -ANCHOR BOLT DE AIL - THREADED ROD ASSEMBLY GYPSUM BOARD COMMENTS: s SD -3 %s" RATED SHEATHING, EXPOSURE L FASTEN WITH 0.131" x 2Yz" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. (U.O.N.) (BLOCK ALL EDGES) 2x_ SPF #2 STUDS @ 16" Q.C. - U.O.N. (SEE WALL LAYOUT) NUT WITH V CUT WASHER 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM E ROOF COVERING (BY ETHERS) BOARD WITH 0.131"x 34'NAILS @ 6"O.C. ROOF TRUSSES zs z" RATED STURD-I-FLOOR (T&G) SHEATHING CORNICE DETAIL 3� I GLUED AND NAILED. FASTEN WITH 0.131" x 2Y2" RING (BY OTHERS) SHANK @ 6"O.C. ON EDGES AND 12-O.C. IN THE FIELD. � FLOOR JOIST (I -JOIST SHOWN, SAWN s JOIST SIMILAR- SEE SECTION "C" ON a SD -4 FOR OPEN WEB TRUSS)Lu m %s" OR 1532" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF 1%z" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF GYPSUM BOARD 2x No.2 SPF OR No. 2 SYP _ 1/z" RATED SHEATHING, EXPOSURE I - METAL ROOF " FASTEN WITH 0.113" x 2 X" RING SHANK RIM BOARD ; SUBFASCIA WITH (2) 0.131"x 3Ya" NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. ENDNAILS AT TRUSS (U.O.N.) NAIL JOIST TO PLATE WITH (2) 0.131"x 34' TOENAILS,. GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) 9 CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PIsATE WITH - 0.131"x 34" NAILS @ TO. C.( CLIENT: SYP #2 DOUBLE PLATE (U.O.N.) -- -- - ELITE HOMES APPLY SHEATHING HORIZONTALLY FOR STUCCO THREADED COUPLING AS EOUIRED APPLY SHEATHING HORIZONTALLY FOR STUCCO GYPSUM BOARD APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 S PROJECT: APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 RATED OR 15/ 32' RATED SHEATHING MAY BE GYPSUM BOARD 15 PARADISE PRESERVE PF #2 STUDS 16"O.C. - U.O.N. SEE WALL LAYOUT) INSTALLED VERTICALLY. 2x S @ ( s i RATED OR 15/ 32" RATED SHEATHING MAY BE — 2x_ SPF #2 STUDS @ 16" C. -U.O.N. (SEE WALL LAYOUT) INSTALLED VERTICALLY. %s" RATED SHEATHING, EXPOSURE L %s" RATED SHEATHING, EXPOSURE I. � JOB NUMBER: COUNTY: FASTEN WITH 0.131" x 2Yz" NAILS @ 6"O.C. ON FASTEN WITH 0.131" x 2Yz" NAILS @ 6"O.C. ON $ SCALE: - 0110 DUVAL EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. NOTE: EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. y8" - 1'_p" (�,O,N.) NOTE: <1 (U.O.N.) (BLOCK ALL EDGES)U BLOCK ALL EDGES) SILL PLATES ON EXTERIOR WALLS (U.O.N.) ( E SHALL BE ANCHORED THREADED SHALL BE ANCHORED BY THREADED s DO NOT SCALE THIS DRAWING SILL PLATES ON EXTERIOR WALLS THREADED ROD ASSEMBLY ATRODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT N RELEASE DATE: RODS SUPPLEMENTED BY ADDITIONAL NOTED SPACING (SEE DETAIL "C"03-27-18 ANCHOR BOLTS AS REQUIRED TO ANCHOR BOLTS AS REQUIRED TO NOTED SPACING (SEE DETAIL "C" THIS SHEET) MAINTAIN MAXIMUM 48"O.C. SPACINGS REVISIONS: MAINTAIN MAXIMUM 48"O.C. SPACING THIS SHEET) (U.0 N.) (U.O.N.) - 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS 2x_ TREATED SYP #2 SILL PLATE WITH ANCHORS (SEE DETAIL "C" THIS SHEET) INSET WALLYz" FOR STUCCO INSET WALLYz" FOR STUCCO APPLICATIONS (SEE DETAIL "C" THIS SHEET) = DRAWN BY: CMF APPLICATIONS CHECKED BY: FSS SEE FOUNDATION DETAILS d SEE FOUNDATION DETAILS TITLE: FRAMING DETAILS B SECTION - TYPICAL EXTERIOR TWO STORY WALL SHEET 1 of 3 15 A SECTION - TYPICAL EXTERI )R ONE STORY WALL SD -3 SHEET: SD -3 SD -3 0 L 2x SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND BOARD WITH 0.131"x 34' NAILS @ 6"O.C. BAND BOARD OPEN WEB TRUSS SHEATHING CONTINUOUS FROM BAND BOARD TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH EDGE NAILING REQUIREMENTS OF UPPER WALL TOENAIL TRUSS TO PLATE WITH (2) 0.131"x 34' NAILS DOUBLE PLATE (U.O.N.) C SECTION -TYPICAL OPEN WEB FLOOR TRUSS SD -4 UPLIFT CONNECTOR (AS NOTED) 2x4 SPF BLOCKING- NAIL WITH (2) 0.131"x 3X" NAILS AT EACH END (END NAIL OR TOENAIL) BOTTOM CHORD PORCH SHEATHING AS NOTED FRAMED WALL D SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS SD -4 (AS NOTED) 2x4 SPF NAILER- NAIL TO TOP PLATE WITH 0.131"x 3Y4" NAILS @ 6"O.C. NAIL PORCH SHEATHING AS NOTED EXTERIOR FRAMED WALL E SECTION - EXTERIOR WALL PARALLEL TO TRUSS SD -4 NAIL SCAB TO TOP CHORD WITH (4) 0.131"x 34" NAILS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT 3.131"x 3Ya" NAILS TYPICAL AT MH TRUSS 2x4 X -BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH (3) 0.131"x 3Ya" TOENAILS TRUSS (AS NOTED) 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE PLATE WITH 0.131"x 3Ya" NAILS @ 4"O.C. �I \ DOUBLE PLATE 16 MINIMUM X6" RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT (BLOCK ALL EDGES) SECTION - INTERIOR SHEARWALL PERPENDICULAR TO TRUSS SECTION ONLY APPLIES WHEN REFERENCED NAIL EACH END OF BLOCKING TO BOTTOM CHORDS WITH (3) 0.131"x 3X" INSTALL 2x4 BLOCKING BETWEEN TRUSS BOTTOM CHORDS @ 12"O.C. BOTTOM CHORD OF TRUSS NAIL EACH BLOCK TO DOUBLE PLATE WITH (3) 0.131"x 3X" NAILS DOUBLE PLATE MINIMUM %6" RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT (BLOCK ALL EDGES) SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSS THIS SECTION ONLY APPLIES WHEN REFERENCED 2x6 OR 2x8 2x4 FRAMED WALL SILL PLATE (BELOW) 2x_ CORNER FRAMING FULL HEIGHT STUDS (TYPICAL) (2) ROWS OF 0.131"x 34'NAILS @ 12"O.C. STAGGERED (TYPICAL) WALL SILL PLATE (BELOW) 2x4 CORNER FRAMING FULL HEIGHT STUDS MINIMUM OF (3) 2x4 BLOCKS 12" LONG NAILED WITH (4) 0.131"x 3X" NAILS TO EACH ADJACENT STUD ALTERNATE: INSTALL SOLID STUD IN THIS ; SPACE --2x4 CORNER FRAMING FULL HEIGHT STUD ROWS OF 0.131"x 3X" ILS @ 12"O.C. J SECTION -TYPICAL FRAMING AT 90° CORNERS SD -4 METAL CONNECTOR REQUIRED (SEE CONNECTION SCHEDULE) DOUBLE PLATE 2x SPF #2 STUDS @ 16" O.C. THREADED ROD ASSEMBLY OR QUICK -TIE AT NOTED SPACING 2x TREATED SYP #2 SILL PLATE �e a u / UPLIFT (ROOF) - RODS OR QUICK -TIE METAL CONNECTOR OR BLOCKING REQUIRED (AS NOTED) DOUBLE PLATE SHEATHING (AS NOTED) 2x SPF #2 STUDS @ 16"O.C. ANCHOR BOLTS AT NOTED SPACING (48" O,C. MAXIMUM) 2x TREATED SYP #2 SILL PLATE SHEARWALL METAL CONNECTOR NOT REQUIRED DOUBLE PLATE 2x SPF #2 STUDS @ 16"O.C. CONCRETE 10d CUT NAIL @ 24"O.C. OR ''a"x 3 a' TAPCON SCREW @ 32"O.C. 2x TREATED SYP #2 SILL PLATE FLOOR LOAD ONLY 09 ROOF WITH UPLIFT R LEASED METAL CONNECTOR (AS NOTED) —SIMPSON SDWC 15600 SCREW @ 32"O.C.- U.O.N. DOUBLE PLATE 2x SPF #2 STUDS @ 16"O.C. -SIMPSON SDWC 15450 SCREW @ 32"O.C.- U.O.N. — 2x TREATED SYP #2 SILL PLATE ANCHOR BOLTS AT NOTED j,,SPACING (32" O.C. MAXIMUM) UPLIFT (ROOF) - SCREWS SECTION - INTERIOR WALL CONDITIONS (BEARING AND/OR SHEARWALL ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 -4K V' S ao �+�i ..'.D3-27-18 FLOYD J`. SIMPSON, PE FL PE No. 50791 CLIENT: 3 ELITE HOMES PROJECT: 15 PARADISE PRESERVE 0 JOB NUMBER: COUNTY: S SCALE: E g DO NOT SCALE THIS DRAWING RELEASE DATE: 03-27-18 REVISIONS: DRAWN BY'. CMF CHECKED BY: FSS TITLE: FRAMING DETAILS E SHEET 2 of 3 SHEET: SD -4 F. (TYPICAL DOUBLE PLATE SPLICE) JOINT IN LOWER PLATE 48" MINIMUM SPLICE LENGTH JOINT IN UPPR PLATE MINIMUM NAILING OF (16) 0.131"x 3" NAILS IN THIS ZONE. THREADED R D ASSEMBLY CENTERED ON SPLICE IN LATE OR THREADED ROD 8" MAX 6„ M� ASSEMBLY W THIN 12" ON EACH SIDE OF JOINT. 6" MAX. —THREADED ROD ASSEMBLY WITHIN 6" OF SPLICE IN LOWER PLATE ALTERNATE: IF ROD IS GREATER THAN 6" FROM SPLICE - ADD SSP AT SPLICE. I I JOINT IN SILL PLATE i II II II II II u u u THREADED ROD ASSEMBLY 4" MIN.; (BEYOND) 12" MAX. BUILT-UP CORNER POST DETAIL - TYPICAL WALL FRAMING CONDITIONS SD -5 DOUBLE PLATE JACKS AND KING STUDS (AS NOTED) HEADER (AS NOTED) 2x_ BLOCKING (TYPICAL) 3 0.131"x 3Y4" TOENAILS AT EACH END TYPICAL AIL EAC SILL PLY TO KING STUD WITH (3) 0.131"x 34" NAILS -TOENAIL OR ENDNAIL (TYPICAL) BEVEL BLOCKING AS REQUIRED FOR MINI �LIM Y2" NAIL PENETRATION INTO MAIN FRAMIN MEMBERS. (TYPICAL) (2) 2x_ SILL SHEATHING MAY CANTILEVER UP TO 2" MAXIMUM PAST SUPPORTS. ALL WINDOW ATTACHMENTS MUST BE ANCHORED INT 2x_ MEMBERS. M DETAIL- TYPICAL ARCH TOP OPENING SD -5 TYPICAL HEADER TO KING STUD CONNECTI®N (SEE TABLE) / NAIL EACH PLY OF KING AND JACK 6TUDS TOGETHER I WITH 0.131"x 3Y4"NAILS @ 6"O.C. STAGGERED TYPICAL STUD TO (TYPICAL) DOUBLE PLATE JACK STUD AND KING CONNECTION STUD REQUIREMENTS (SEE WALL LAYQUT , NAIL EACH PLATE TO JACK STUD WITH (3) 0.131"x 3/a" NAILS - TOENAIL OR ENDNAIL (TYPICAL) DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61" (U.O.N.) �— ANCHOR AS REQUIRED (SEE DETAIL "C" ON SHEET SD -3) ANCHOR COUPLED TO THREADED ROD (SEE DETAIL "C" ON SHEET SD -3) INSTALL DSP CLIP @ 32"O.C. MAXIMUM SPACING (U.O.N.) THREADED ROD ASSEMBLY NOTE: 1 THREADED ROD ASSEMBLY NOT REQUIRED AT GARAGE DOOR OPENINGS (U.O.N.) N TYPICAL STUD TO SILL PLATE CONNECTION BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) NAIL EACH PLY WITH 0.131"x 34" NAILS @ 6"O.C. STAGGERED 12" MAX. -- ANCHOR AS REQUIRED FLUSH HEADER CONDITION DETAIL- DOUBLE PLATE STRAPPING OVER WIDE OPENINGS SD -5 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED (2) 2x_ SYP #2 DOUBLE 1 PLATE (U.O.N.) NAIL PLATES WITH 0.131"x 3" STUD TO PLATE NAILING NAILS @ 8-O.C. STAGGERED TYPICAL FRAMING STUD SIZE END NAIL TOENAIL AT CHANGE IN 2x4 (2) (3) 21 PLATE HEIGHT -MSTA36 STRAP 2x6 (3) (4) E CENTERED ON CHANGE IN 2x8 (4) (5) E PLATE HEIGHT 2x10 (5) (6) -2x4 BLOCKING BETWEEN ; STUDS TOENAIL * ALL NAILS NOTED ARE 0.131"x 3Ya" OR ENDNAILEACH END I TO ADJACENT j s STUD WITH (3) 0.131"x 3Ya" i NAILS 2x_SPF #2 STUDS HEADER TO KING NAILING 3 @ 16"O.C.(U.O.N.) (SEE WALL LAYOUT) 2x6 (3) NAILS PER PLY a' 2x8 (4) NAILS PER PLY -THREADED ROD 2x10 (5) NAILS PER PLY ASSEMBLY AT NOTED SPACING 2x12 (6) NAILS PER PLY 2x— TREATED I9Y"OR 9Z' SYP SILL PLATE L' 1 (5) NAILS PER PLY 11%"OR 114" E LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL (8) NAILS PER PLY - 1 —INSTALL MSTA24 STRAP - LOOPED OVER DOUBLE PLATE. NAIL TO CRIPPLE ON EACH SIDE WITH (6) .131" x 1 Y2" NAILS. —STRAP CRIPPLE TO HEADER WITH - LSTA18STRAP 2 T -T- T1 ----n-- T1---77 THREADED E !! I I I I I ROD ASSEMBLY � II II II II II I NOTE: THREADED ROD ASSEMBLY NOT REQUIRED AT GARAGE t II II a II II I DOOR OPENINGS (U.O.N.) II ANCHOR AS REQUIRED DROPPED HEADER CONDITION 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 G't Sic'• 2 .• " i N50791 t C STATE '51 PC CLIENT: ELITE HOMES PROJECT: 15 PARADISE PRESERVE I JOB NUMBER: I COUNTY:_ _ __ _ . I %" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 03-27-18 DRAWN BY: CMF CHECKED BY: FSS TITLE: FRAMING DETAILS SHEET 3 of 3 'ISHEET SD -5 END VERTICAL BRACING REQUIREM TS BRACING BRITTLE FINISH I FLEXIBLE FINISH 16"O.C. 24"O.C. _ 6"O.C. 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 47" " TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 6 " TO 145" 60" TO 126" 2x6 L -BRACE 115" TO 182' 100" TO 158" 1 6" TO 232" 127" TO 201" F- a: cD W x NOTE: BRITTLE FINISHES ARE STUCCO OR FLEXIBLE FINISHES ARE WOOD SIDI BRICK VENEER, ETC. _ 16" OR 24" 0. SPACING (SEE T A DETAIL - TYPICAL VERTICAL BRACING AT GABLE EN SD -6 2x4 SYP BLOCKING BETWEEN LOOKOUTS EXTERIOR SHEATHING SHALL BE NAILED TO BOTTOM CHORD OF TRUSS WITH 0.131"x 21/2" NAILS @ 6"O.C. (U.O.N. ON WALL LAYOUT) kDHERED VENEER G, HARDI-PANEL, RATED ROOF SHEATHING 2x_ L -BRACE NAILED TO VERTICAL WEB WITH 0.131"x 3" NAILS @ 6"O.C. VERTICAL WEB IN GABLE END TRUSS 2x LOOKOUTS AT 48"O.C. SHEATHING ROOF TRUSS (BY OTHERS) WITH BRACE (IF REQUIRED) I I I TO REPLACE (1) ROW OF LATERAL BRACING I'I INSTALL 2x4 No.2 SYP T -BRACE NAILED TO EACH PLY OF TRUSS WEB AT 6"O.C. WITH <� <� 0.131" x 3" NAILS TO REPLACE (2) ROWS OF LATERALBRACING INSTALL 2x6 No.2 SYP 1 I•I T- BRACE NAILED TO EACH PLY OF TRUSS - ---- I ------ --- WEB WITH 0.131" x 3"NAILS @ 6"O.C. - ---- --------I--- 1 I NOTE: T -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING IS IMPRACTICAL. B SECTION - TYPICAL T -BRACE SD -6 LAST TRUSS IN ROW REQUIRING BRACING NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS 2x4 BLOCKING - TOENAIL OR ENDNAIL EACH END TO ADJACENT TRUSS WITH RATEDR00F SHEATHING (3) NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE WEBS WITH (2) NAILS 2x4 SPF No.2 DIAGONAL BRACE (TYPICAL AT EACH END OF CONTINUOUS LATERAL BRACING) j NAIL DIAGONAL BRACE TO TRUSS WEB WITH (3) NAILS CONTINUOUS LATERAL BRACE (QUANTITY AND LOCATION DEFINED BY TRUSS SHOP > `> DRAWING.) <� < NAIL CONTINUOUS LATERAL BRACE TO EACH TRUSS WEB WITH (2) NAILS —ROOF TRUSSES (BY OTHERS) NOTES: (3) TRUSSES MI qIMUM 1 1) CONTINUOUS LATERAL BRACES SHALL BE 2x, FOR CONTINU S LATERAL B CE No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) 2) ALL ILS SHOWN SHALL BE 0.131"x 3" NAILS (U.0. .) c DETAIL- TYPICAL LATERAL TRUSS BRACING sD-s I (3) 0.131"x 3%a" TOENAILS H2.5A AT EA H LOOKOUT NAIL BRACE TO BLOCKING WITH (5) 0.131"x 3Ya" NAILS AT EACH LOOKOUT TO 2x4 LOOK- TS TOP CHORD OF TRUSS. OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH 2x4 BLOCKING ROOF SHEA ,HING (AS NOTED) (3) 0.131"x 34" NAILS EACH END REQUIRED BETWEEN LOOKOUTS ROOF SHEATHING (AS NOTED) —Z -- 2x_ BARGE RAFTER BALLOON FMED STUDS (AS NOTED) SINGLE PLAJE NAIL TO TRUSS BOTTOM CH RDWITH 0.131" x NAILS @ 6" IC. D DETAIL - BALLOON FRAMED GABLE END LOW CEILING _ sD s INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y OF EXT IOR ROOF PITCH H2' 5A AT EAC LOOKOUT 2x4 LOOKOU IS @ 48"0.C. FOR E SD -6 L- ERHANG I OF SHEAT,ING (AS NOTED) SYP BLO LINKING BETWEEN DKOUTS _LOON FR MED STUDS NOTED) UBLE PLA E 'ERIOR VA LT TERIOR S EATHING SHALL BE ILED TO U PER PLY OF UBLE PLAT E WITH 31"x 2Y" NII ILS @ 6"O.C. O.N. ON W �LL LAYOUT) DETAIL - BALLOON FRAMED GABLE END HIGH CEILING VAULT INTERIOR CEILING PITCH EXCEEDSY2 OF EXTERIOR ROOF PITH -);�'GBC CLIP- (2) REQUIRED AT EACH BRACE TOENAIL BOTTOM CHORD OF TRUSS TO DOUBLE PLATE WITH 0.131"04' NAILS @ 8"O.C. —2x4 DRYWALL BACKING INSTALLED CONTINUOUSLY BETWEEN BRACES F SECTION - GABLE END DIAGONAL BRACING SD -6 THREADED ROD NOT SHOWN FOR CLARITY LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. SEE DETAIL "G" ON SD -6 WHERE THREADED RODS ARE SPECIFIED. GYPSUM BOARD CEILING NOTE: ALL MEMBERS SHALL BE #2 SYP. NUT & 3"x 3"x X" WASHER (SEE THREADED ROD ASSEMBLY DETAILS.) 12" LONG 2x_ SCAB ( MATCH BOTTOM CHORD) WITH Y2" SPACERS - NAIL w/ (3) 0.131"x 3" NAILS BOTTOM CHORD OF GABLE END TRUSS THREADED ROD ASSEMBLY SECTION A A 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG H3 OR EQUAL AT EACH LOOKOUT 5 200F SHEATHING (AS FOP CHORD OF GABLE END TRUSS ✓ERTICAL WEB OF GABLE E TRUSS VUT & 3"x 3"x X" WASHER 12" LONG SCAB ( MATCH BOTTOM CHORD) WITH YY SPACERS BOTTOM CHORD OF GABLE END TRUSS (2) 2x_ DOUBLE PLATE THREADED ROD ASSEMBLY 2x—STUDS G SECTION - PLATFORM FRAMED GABLE END SD -6 ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 25846 NO 7g1 j • r ; E OF ST -18 FLOYD S. SIMPSON, PE FL PE No. 50791 ELITE HOMES 15 PARADISE PRESERVE R�IJOB NUMBER: ICOUNTY:_______ I %" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 03-27-18 (DRAWN BY: CMF I 511 CHECKED BY: TRUSS BRACING AND GABLE DETAILS SHEET: SD -6 FASCIA (BY OTHERS) 2x4 LOOKOUTS 48"O.C. @ H3 CLIP OR EQUAL AT EACH I LOOKOUT GABLE END TRUSS (DROP GABLE) _ 2x6 BRACE SPACED @ 48"O.C. UNLESS OTHERWISE NOTED ON ROOF LAYOUT. ADD 2x4 T -BRACE NAILED @ 6"O.C. WITH 0.131"x MY NAILS IF BRACE LENGTH EXCEEDS Y-0". -);�'GBC CLIP- (2) REQUIRED AT EACH BRACE TOENAIL BOTTOM CHORD OF TRUSS TO DOUBLE PLATE WITH 0.131"04' NAILS @ 8"O.C. —2x4 DRYWALL BACKING INSTALLED CONTINUOUSLY BETWEEN BRACES F SECTION - GABLE END DIAGONAL BRACING SD -6 THREADED ROD NOT SHOWN FOR CLARITY LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. SEE DETAIL "G" ON SD -6 WHERE THREADED RODS ARE SPECIFIED. GYPSUM BOARD CEILING NOTE: ALL MEMBERS SHALL BE #2 SYP. NUT & 3"x 3"x X" WASHER (SEE THREADED ROD ASSEMBLY DETAILS.) 12" LONG 2x_ SCAB ( MATCH BOTTOM CHORD) WITH Y2" SPACERS - NAIL w/ (3) 0.131"x 3" NAILS BOTTOM CHORD OF GABLE END TRUSS THREADED ROD ASSEMBLY SECTION A A 2x4 LOOKOUTS @ 48"O.C. FOR OVERHANG H3 OR EQUAL AT EACH LOOKOUT 5 200F SHEATHING (AS FOP CHORD OF GABLE END TRUSS ✓ERTICAL WEB OF GABLE E TRUSS VUT & 3"x 3"x X" WASHER 12" LONG SCAB ( MATCH BOTTOM CHORD) WITH YY SPACERS BOTTOM CHORD OF GABLE END TRUSS (2) 2x_ DOUBLE PLATE THREADED ROD ASSEMBLY 2x—STUDS G SECTION - PLATFORM FRAMED GABLE END SD -6 ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 25846 NO 7g1 j • r ; E OF ST -18 FLOYD S. SIMPSON, PE FL PE No. 50791 ELITE HOMES 15 PARADISE PRESERVE R�IJOB NUMBER: ICOUNTY:_______ I %" =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 03-27-18 (DRAWN BY: CMF I 511 CHECKED BY: TRUSS BRACING AND GABLE DETAILS SHEET: SD -6 INSTALL SSP or SPH_ CLIPS AT 32"O.C. AT 1JULSBERG DOUBLE PLATE IA ENGINEERING, INC. NOTE: ATTACH DOUBLE PLATE TO STUD PER == ALTERNATE: MSTA24 STRAP LOOPED OVER 11481 OLD ST. AUGUSTINE RD., SUITE # 202 DETAIL "G" ON SD -7 =_ JACKSONVILLE, FL. 32258 DOUBLE PLATE NAILED WITH (6)10d x 1 Y" NAILS P: 904.886.2401 F: 904.260.4367 EXTERIOR BEAM (AS NOTED) INTO EACH SIDE OF STUD 0 www.HulsbergEngineedng.com UPPER LEVEL STUD UPPER LEVEL STUD 25846 CS16 STRAP (CUT TO LENGTH) FROM UPPER DOUBLE PLATE CS16 STRAP (CUT TO LENGTH) FROM UPPER ., STUD TO BEAM BELOW @ 32"O.C. (U.O.N.). NOTCH BEAM AS REQUIRED TO �;..• ps �i� STUD TO HEADER BELOW @ 32"O.C. (U.O.N.). -�® .•' S''••. 0��.�'�. / NAIL INTO UPPER STUD WITH (11)10d AND NAIL FIT BENEATH DOUBLE PLATE NAIL INTO UPPER STUD WITH (11) 10d AND NAIL •�G ••S: v ��ye_ / INTO BEAM WITH (11) 10d NAILS. INTO HEADER WITH (11)10d NAILS. BEGIN NAILING 1" MINIMUM ABOVE SOLE PLATE BEAM BEARS ON (2) 2x_ JACKS / 1 BEGIN NAILING V MINIMUM ABOVE SOLE PLATE = d h10• �t BEGIN NAILING 1" MINIMUM BELOW TOP OF (TYPICAL U.O.N.) 3 9 c NAILING NOT REQUIRED BETWEEN UPPER SILL BEAM CONDITION: IPLATE AND LOWER DOUBLE PLATE. g.o •o•• S-��TE� of-:•;�� r BEAM (AS NOTED) (NOTCHED BEAM) FLOOR SYSTEM (AS NOTED) '•• F ���•• s SSION •. `,` BEGIN NAILING 1" MINIMUM BELOW DOUBLE � � == A DETAIL -UPPER LEVEL STUD OVER BEAM PLATE 31 _ "���•►,„,„. �_ THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED L PL L P P0791 SD -7 PE - DOUBLE PLATE FL PE No. 50791 COMMENTS: NAIL SHEATHING TO DOUBLE PLATE WITH s (2) ROWS OF 0.131"x MY' NAILS @6"O.C. LOWER LEVEL HEADER (AS NOTED) MONOLITHIC FOUNDATION - EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. %" x 6" TITEN HD SCREW ANCHOR or Y8" x 6" SCREW ANCHOR BY HURRI-BOLT, INC. INSTALL DSP CLIPS @ 24" O.C. OR or %" THREADED ROD SET 4Y2" INTO ADHESIVE SPH_ @ 32"O.C.€ G DETAIL - CONNECTION OF UPPER LEVEL STUD T HEADER BELOW EXTERIOR BEAM (AS NOTED) STEMWALL FOUNDATION -EXTERIOR SD -7 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED DOUBLE PLATE E / Yz" THREADED ROD SET 7" INTO ADHESIVEBEAM INSTALLED BENEATH DOUBLE PLATE - INTERIOR APPLICATIONS- BEAM BEARS ON (2) 2x_ JACKS IF EDGE DISTANCE EXCEEDS 5" (TYPICAL - U.O.N.) USE MONOLITHIC CONDITION CONDITION: 2 (DROPPED BEAM) B DETAIL - TYPICAL DTT2-Z INSTALLATION E DETAIL - EXTERIOR BEAM TO WALL CONNECTION SD -7 (USP DTB-TZ SIMILAR) SD -7 MONOLITHIC FOUNDATION - EXTERIOR Y2" x 12" TITEN HD SCREW ANCHOR ALTERNATE ANCHOR: or YY THREADED ROD SET 7" INTO ADHESIVE _ ° Y" x 6" TITEN HD STEMWALL FOUNDATION -EXTERIOR EXTERIOR BEAM (MECHANICALLY GALVANIZED) (AS NOTED) WITH 2" xYa" WASHER %" THREADED ROD SET 12" INTO ADHESIVE H6 CLIP FROM i INTERIOR APPLICATIONS- POST TO BEAM IF EDGE DISTANCE EXCEEDS 5" USE LAP BEAM PLIES AND Y2" x 12" TITEN HD SCREW ANCHOR NAIL AS SHOWN - (5) or Y8" x 8" TITEN HD SCREW ANCHOR 0.131"x 3Y4" NAILS PER PLY or %" THREADED ROD SET 6" INTO ADHESIVE PT POST (AS NOTED) DETAIL - TYPICAL HTT5 INSTALLATION H6 CLIP FROM POST SD -7 (USP PHD5 SIMILAR) TO BEAM I PT POST (AS NOTED) EXTERIOR BEAM ABU POST BASE MONOLITHICFOUNDATION - EXTERIOR I (AS NOTED) I I (AS NOTED) %" THREADED ROD SET 15" INTO ADHESIVE PLAN VIEW AT TOP OF POST .' ° o ° I, THREADED ROD WITH NUT SET IN STEMWALL FOUNDATION - EXTERIOR .o T ADHESIVE '/e" THREADED ROD SET 15" INTO ADHESIVE -- --- (7" EMBEDMENT) INTERIOR APPLICATIONS- a IF EDGE DISTANCE EXCEEDS 5" USE a I a %" THREADED ROD SET 8" INTO ADHESIVE \ i SIDE VIEW AT BASE OF POST TYPICAL CONNECTIONS AT EXTERIOR POST s Metal Connector Fastening Schedule � # MITEK/USP ID FL # Fasteners Anchorage (U.O.N. 6.1 MPA1 17244.23 (12) 0.131" x 1%" Na 0CS16t10852.2 60.4 PAU44 -TZ 17239.13 (12} 0.162 x 2°6," or (12) 0.162" x 31N' 5/6" w/ 7" embed s 60.4 PAU66 - TZ 17' 13 (12) 0.162' x 2h" or (12) 0.162" x 31/" 5/8" w/ 7" embed 52.2 RS150 17244.27 (11) 0.148" x 3" in each end - (22)total Na 56.1 RSPTB 2 17244.29 {8) 0.148" x 1 h" into studs (6) 0.148" x 11/2" into double plate Na DTT2Z 10441.1 DTB-TZ 17219.1 {8) %"x 1h"SDS v w/ 4h" embed (mono) & 7" embed (stem) GBC 10861.3 HC520 WA {5} 0.131" x 1h" into gable brace (7) 0.131" x 2%z' into double plate Na H2.5A 10456.3 Na: use RT7 17236.11 (5) 0.131 x 21/2" in each end - (10) total Na H2.5T 10446.8 Na: use RT7 17236.11 (5) 0.131" x 1 h" in each end - (10) total Na H3 10456.3 RT3A 17236.11 (4) 0.131"x 21A" in each end - (8) total n/a H6 10456.3 LFI'Ab 17244.17 (8) 0.131" x 21/2" in each end - (16) total Na H8 10446.8 K 115 17236.11 (5) 0.148" x 11/V in each end - (10) total Na HDQ8 HDU5 10441.3 10441.4 Na: use UPHD8 17219.6 PHD5 17219.4 (20)1/." x 3" SDS (14)1/." x 21/2" SDS 7/8'w/ 12" embed 518' w/ T embed (mono) & 12" embed (stem) HDUS 10441.4 PHDB 17218.4 (20)1/." x 3 SDS 718' w/ 12"embed HETA16 14473.3 HTA16 17660.4 (10) 0.148 x 1/2" 4" embed HTS20/24130 10456.6 HTW20/24r30 17244.8 (10) 0.149'x 3" in each end - (20) total Na HTSM16/20 11473.12 HTWM16/20 6223.2 (8) 0.148" x 3" into wood (4)1/." x 21/." Tten into CMU (4)1/." x 1'/." Titen into concrete Na HTT4 HTT5 11496.6 11496.6 HTT4 HTT5 17324.2 17324.2 (18) 0.162" x T/" (26) 0.162' x 21/2" 518" w/ 7" embed (mono) & 12" embed (stem) 518 w/ T embed (mono) & 12" embed (stem) LTP4 10446.13 MP4l-17244.24 (12) 0.131" x 11/" n/a LSTA18 10852.6 LSTA18 17244.18 (7)0.148" x Tin each end - (14) total Na LTS12 10456.7 LNJ12 17244.8 (6) 0.148" x 3" in each end - (12) total Na MSTA24 10852.9MSTA24 17244.18 (9) 0.148" x 3" in each end - (16) total Na MSTAM24 11473.11 MSTAM24 17325.1 (9) 0.148" x 3 into wood (5)1/4" x T/4" Tien into CMU (5)1/." x IV." Tien into concrete Na MSTA30 10852:9 MSTA30 17244.18 (11) 0.148" x 3" in each end - (22) total Na MST . 10652.9 MSTA36 17244.18 (13} 0.148'x3" in each end - (26) total Na MSTAM36 11473.11 MSTAM36 17325.1 (13) 0.148" x 3" into wood (8) '/.x 21/." Titen into CMU {8)x 1'/." Titen into concrete Na MTS12/20 10456.8 M12/2D NU 17244.8 (7) 0.148" x Tin each end - (14) total Na MTSM16/20 11473.12 HTWM16J20 6223.2 (7) 0.148"x 3" into wood (4)1/4" x 21/." Titen into CMU (4)1/." x 1'/." Tien into concrete n/a PA51 13326.4 TA51 N/A {14) 0.162" x 21/2" or (14) 0.162" x 31/" 4" embed SPH4/6 10456.12 SP 1 6 17244.32 {12) 0.148 x 1%z• Na SSP 10446.1 RSPT6 17244.29 (4) 0.148'x 11/7 into studs (3) 0.148!'x 1 h" into double plate Na STHD14 13326.7 STAD14 17230.3 (30) 0.148" x 3 %4" 14" embed Notes: 1.) All connectors manufactured by Simpson Strong -Tie or MTEKIUSP (U.O.N.) 2.) Mono = monolithic concrete; stem = masonrystomwall or bond beam 3.) Anchorage refers to threaded anchors with noted diameters and embedmemdepths s t JOB NUMBER: 18.0110 COUNTY: SCALE: =1'-0" (U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: 03-27-18 REVISIONS: DRAWN BY: CMF CHECKED BY: FSS TITLE: METAL CONNECTOR - DETAILS SHEET: D DETAIL - TYPICAL HDU8 INSTALLATION F DETAIL - SID -7 SD -7 (USP PHD6 SIMILAR) 6D-7 m L � g q CLIENT: 3 ELITE HOMES s m PROJECT. s 15 PARADISE PRESERVE t JOB NUMBER: 18.0110 COUNTY: SCALE: =1'-0" (U.O.N.) E DO NOT SCALE THIS DRAWING RELEASE DATE: 03-27-18 REVISIONS: DRAWN BY: CMF CHECKED BY: FSS TITLE: METAL CONNECTOR - DETAILS SHEET: D DETAIL - TYPICAL HDU8 INSTALLATION F DETAIL - SID -7 SD -7 (USP PHD6 SIMILAR) 6D-7 m L DOUBLE PLATE FASTENSHEATHING TO HEADER IN 3" GRID PATTERN AND FASTEN SHEATHING TOA L FRAMING @ 3" O.C. USE 0.131" x 2%" NAILS AT A L LOCATIONS (U.O.N.) FAST -N PLATE TO HEADE wl (2) ROWS OF 0.131" x 3Y4" @ 3" O.C. MINIMUM (2) STUDS MINIMUM'16'RATED SHEATHINGS APPLY SHEA 'HING HORIZONTALLY FOR STUCCO A PLICATIONS, EXCEPT THAT %6' TRUCTURAL1RATED OR1%Z' RATE SHEATHING MAY BE IN STALLED VERTICALLY NAIL OLOCKING TOGETHER I (3) EVENLY SPACED 0.131"x3X4" E BEDDED STRAP PER DET IL "F" ON SHEET SD -1 (OR HTT5 IF NOTED) 5a" EPDXIED ANCHOR BOLT w/ 7' MIN. EMBEDMENT wl MINIMUM 2" x 2" x %6" PLATE WASHER A DETAIL - N RROW WALL METHOD DETAIL S HEADER (AS NOTED) MAY BE RAISED TO BOTTOM OF DOUBLE PLATE (MAXIMUM 10' HEIGHT) MINIMUM (3) 2x4 FLATWISE REQUIRED AT TOP OF OPENING WITH RAISED HEADER MSTA30 STRAPS NIMUM (2) STUDS NOTE: SHEATHING ONLY SHOWN FOR NARROW WALL SECTION REMAINING SHEATHING NOT SHOWN FOR CLARITY j EMBEDDED STRAP PER DETAIL "F" ON SHEET SD -1 ° ° (OR HTT5 IF NOTED) a II o 'I O Q d LI < CONCRETE FOOTING LPER FOUNDATION PLAN 4 < a d T-TULSBERG JL JL ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE, FL. 32258 P: 90¢, L0A 0 4367 sbe 0 • S a 3 3 a • _ • F • C s 04-27-18 FLOYD S. SIMPSON, PE FL PE No. 50791 COMMENTS: 3 Lu Lil E E g - s : CLIENT 3 ELITE HOMES PROJECT: 15 PARADISE PRESERVE t JOB NUMBER: COUNTY: 18-01101 DLJV� SCALE: l'-0" (U.O.N.) E E DO NOT SCALE THIS DRAWING RELEASE DATE: 03-27-18 REVISIONS: DRAWN BY: CMF CHECKED BY: FSS TITLE: APA WALL DETAIL SHEET: SD -8 C:\Drafting\partition36\15Lot15 2200\Finished drawings\SITE.dwg, 12/26/2017 5:48:21 PM, owner, Universal Document Converter.pc3, ,ARCH D, 1:120 V UNPEATTED PART OF SECTION 10 TOWNSHIP 2 SOUTH, RAN GE ,�D EAST Cp c _ N o v O _ D O D 0O rn Z rn (NOR31'14"'W 55.04' PCD) Z -*- 00°2 \,,I 9 " VV , 0 2 LO n 0 -D o rn Z C-; _ �� LO N M 00 O� � D ; �1 -C _T_1 - O 0 �,v , �z Tj GARAGE F7 _ c� C 'o z rn� z_ 35'-9" 0 v JI (_0 _. 0 " LC ` O 4 - D F_ � 7' `0 On 7I -1 � F1� F v OC F7 oQ Q U F15' 0 c� Ul0 r LO F- o C - 8-20--------_---------- z 99rn J 0 REAR SETBACK W El Z O W OCONC. FT]2 STEPS z C o 0 Cz � o _ � 0 0 ` E o N<0 _U o 14- LD1 , W o Z 0 P BACKcf'ORCH rn CO r I 0 a W 0 L z-, rn t' � 0 � �- 0 0 Cj_j 0 z 0 0 D —� 2 5TORY HOUSE o F_ 0 00 J _ 1 d FT, FIF-70 CT W 2 LO n 0 -D o rn Z C-; _ �� LO N M 00 O� � D ; �1 z C �,v , �z Tj GARAGE F7 � a c� —� rn� z_ �o 0 v JI (_0 _. 0 " LC ` O 4 - D F_ � 7' `0 On 7I 2 LO n 0 -D o rn Z C-; _ �� LO N M 0 U 0 00 O� � D ; O z C N �z rn A,'C PADS _v ° FF I 0 � a RP N rn� z_ �o Xv v JI (_0 _. 0 " LC ` O 4 - D F_ � r� On z� 00 -1 � F1� F v OC F7 oQ Q W rn 0 W Ul0 r LO z o C � W o J 0 °J W El Z 00 W � z C o 0 Cz � o �o � 0 0 ` N<0 Xr r -� o 14- LD1 1'-1 3/16 W o Sz mot for IOyout rn 0 U 0 O `� T O� � D ; O N CD rn A,'C PADS _v ° FF I 0 RP N co �o �I 0 v JI (_0 _. 0 " LC ` 0 0 CD 4 - D F_ � r� I -� �� FRONT PORCH 11 1 ❑ - O o ❑ ❑ 0 D �- T7 - CON O � O � rn > O z O F_ 3, ��b CONC. �uOA O ' CONC.� �DRIVEv N,°��' WALK , ; � 0 D � ti r� oG O F71 SQ 7.P J.E.A. E SEMEN O> 0`f 12'—B" TS U� D M M❑ �F_ rn Crn` o� O 10) 0 0 Z � � Zai AV Z� FARAD (PRIVATE—VARIABLE LOT COVERAGE: HOUSE (porches Included) 15G7 DRIVE, WALK, 5TEP5, A/C 780 -OTALCOVERAGE LOT PERCENT COVERED 2047 5953 44.5% LEGAL: LOT 1 5, PARADISE PRESERVE A5 RECORDED IN PLAT BOOK 57, PAGE5 3 1, 3 1 A, 3 115, 3 1 C, OF THE CURRENT PUBLIC RECORD5 OF DUVAL COUNTY, FLORIDA. PROVIDE INLET PROTECTION IF ANY FOR ALL INLETS N OTE5 : ELECTRICAL WIRING PER NEC 2008 �.) ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, 51NGLE PHASE, 15- AND 20 -AMPERE OUTLETS IN5TALLED IN BEDROOMS SHALL 5E PROTECTED BY AN ARC -FAULT CIRCUIT -INTERRUPTER L15TED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. 3.) UNUSED CjO Cj z E LANE DTH RIGHT OF WAY) NOTES: 1) OCCUPANCY CLA55 15 GROUP K-3 2) CON5TKUCTION TYPE 15 TYPE 515 3) APPLICABLE CODES: 2014 NATIONAL BUILDING CODE 201 I NATIONAL ELECTRIC CODE CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE INDEX TO DRAWINGS ARCHITECTURAL A -ONE A -TW O A -T H R E E A -FOUR COVER SHEET * 51TE 1fLOOR PLANS ELEVATIONS ELEVATIONS * ROOF A -FIVE FOUNDATION AND 5ECT1 ON (for reference only - 5ee 5tructural) A -S I X RESERVED FOR ELECTRIC ATTACHMENTS ITEM 1 FORM GOOC-O I FLORIDA ENERGY EFFICIENCY CODE ITEM 2 SEALED 5URVEY ITEM 3 TRU55 ENGINEERING ITEM 4 5TRUCTURAL ENGINEERING APPROVED �b�w¢��oH (Fe Nlt«ey� f/ems 6 W N 0 z z o a N > TJ C v J CD —� ° z D �7 0 0 CD 4 - CS D z z � I z� 00 rn 11 --d F1� F v OC W oQ Q W FTI 0 W LO z o C � Crn` o� O 10) 0 0 Z � � Zai AV Z� FARAD (PRIVATE—VARIABLE LOT COVERAGE: HOUSE (porches Included) 15G7 DRIVE, WALK, 5TEP5, A/C 780 -OTALCOVERAGE LOT PERCENT COVERED 2047 5953 44.5% LEGAL: LOT 1 5, PARADISE PRESERVE A5 RECORDED IN PLAT BOOK 57, PAGE5 3 1, 3 1 A, 3 115, 3 1 C, OF THE CURRENT PUBLIC RECORD5 OF DUVAL COUNTY, FLORIDA. PROVIDE INLET PROTECTION IF ANY FOR ALL INLETS N OTE5 : ELECTRICAL WIRING PER NEC 2008 �.) ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, 51NGLE PHASE, 15- AND 20 -AMPERE OUTLETS IN5TALLED IN BEDROOMS SHALL 5E PROTECTED BY AN ARC -FAULT CIRCUIT -INTERRUPTER L15TED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. 3.) UNUSED CjO Cj z E LANE DTH RIGHT OF WAY) NOTES: 1) OCCUPANCY CLA55 15 GROUP K-3 2) CON5TKUCTION TYPE 15 TYPE 515 3) APPLICABLE CODES: 2014 NATIONAL BUILDING CODE 201 I NATIONAL ELECTRIC CODE CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE INDEX TO DRAWINGS ARCHITECTURAL A -ONE A -TW O A -T H R E E A -FOUR COVER SHEET * 51TE 1fLOOR PLANS ELEVATIONS ELEVATIONS * ROOF A -FIVE FOUNDATION AND 5ECT1 ON (for reference only - 5ee 5tructural) A -S I X RESERVED FOR ELECTRIC ATTACHMENTS ITEM 1 FORM GOOC-O I FLORIDA ENERGY EFFICIENCY CODE ITEM 2 SEALED 5URVEY ITEM 3 TRU55 ENGINEERING ITEM 4 5TRUCTURAL ENGINEERING APPROVED �b�w¢��oH (Fe Nlt«ey� f/ems W 6 W N >Q W W° z z o a N > O �-1 Q z 00 } WI ° W oQ Q W a m W LO z o � W o J 0 W El Z u W W No 0 °I � o � 0 ` N<0 W� W o ff r I 0 a W 0 W N Q 00 LJ W WWW W W No °I 0 ` W� o r W L t' U <- 0 0 C:\Drafting\partition36\15Lot15 2200\Finished drawings\SITE.dwg, 12/26/2017 5:48:21 PM, owner, Universal Document Converter.pc3, ARCH D, 1:120 COM muNI DEVELOPMENT APPROVED U H PATTED PART OF SECTION 18, TOWNSH P 2 SOUTH, RANGE 29 EAST 0 -J w 0 N C O -P D z D � z IT] (NO 0°31'14"W 55.04' FIELD) A* rn�N� 00259 109 95 55029 __0 0 C - O M c 3C-99, z m u \� N GN 8'— „m 15' REAR SETBACK — — _ — — — _2 ---------� ----- o CONI. STEPS N � � 0 0 G BACKTORCH 50 � 1> > N z T._ L v 00 _. �O 0 0 y 2 5TOKY HOUSE N 0 �r i CO o o� 1 F7 Cl) Cj W } s (o C CIL, C1� w cry �I O 7' S5 S 00 UB m C N Ln 7.5' J.E.A. E SEMEN 00 o �n — D r 1 @❑ �m V GARAGE r I� n p F A/C PADsp � II K -1 00 on zC:: �Z C Cz D �:u C U� m C° z 00 zD z F1 CO G CC Ci OD II m ,t7 (-D � 71 0 V GARAGE r I� n p F A/C PADsp � II K -1 00 O zC:: O Cz 0 N C D z 00 -{ Xr CO G CC Ci �z on rw ---i 71 N C F_ III 00 z C Cz z r —I x r 4�_ 01 1'-1 3/1699 -�:' Mot for layout m C 0 C0 0 OJ Do F 0 —� 0 G 2 2 CD 0 S N � 71 � D r— 2� to FRONT PORCH ❑ A 4 N \ CON D O D 00 � Coy �� rO z 3 D �� CONC. :70/ / F D � - CONC. WALK � / m C 5 DRIVE / m D o� 2 -U c� Crn F7 7 C 0 n\ �N D N oC (2s C o co 0 VV 6 6 �C co o N b6 A� PARADIS (PRIVATE—VARIABLE WID SANE RIGHT OF WAY) LOT COVERAGE: HOU5E (porches Included) 1867 DRIVE, WALK, 5TEP5, A/C 780 TOTAL COVERAGE LOT PERCENT COVERED 2647 5953 44.5% LEGAL: LOT 15, PARADI5E PRESERVE A5 RECORDED IN PLAT BOOK 575 PAGES 3 1, 3 1 A, 3 151 3 1 C, OF THE CURRENT PUBLIC RECORD5 OF DUVAL COUNTY, FLORIDA. PROVIDE INLET PROTECTION IF ANY FOR ALL INLETS NOTE5: I .) ELECTRICAL WIRING PER NEC 2008 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, 51NGLE PHA5E, 15- AND 20 -AMPERE OUTLET5 INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT -INTERRUPTER L15TED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. 3.) UNUSED NOTES: 1) OCCUPANCY CLA55 15 GROUP R-3 2) CONSTRUCTION TYPE 15 TYPE 5 3) APPLICABLE CODE5: 2014 NATIONAL BUILDING CODE 201 1 NATIONAL ELECTRIC CODE CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE i INDEX TO DRAWINGS ARC H ITECTU AL A -O N E” COVER SHEET * 51TE A -TW 13 I FLOOR PLAN5 A -THREE ELEVATIONS A- F O U R ELEVATIONS * ROOF A -FIVE FOUNDATION AND SECTION (for reference only - see Structural) A -SIX RE5ERVED FOR ELECTRIC ATTACHMENTS ITEM 1 ITEM O ITEM O Lo 000 CD 0 N �CD 0� 00 Ci PARADIS (PRIVATE—VARIABLE WID SANE RIGHT OF WAY) LOT COVERAGE: HOU5E (porches Included) 1867 DRIVE, WALK, 5TEP5, A/C 780 TOTAL COVERAGE LOT PERCENT COVERED 2647 5953 44.5% LEGAL: LOT 15, PARADI5E PRESERVE A5 RECORDED IN PLAT BOOK 575 PAGES 3 1, 3 1 A, 3 151 3 1 C, OF THE CURRENT PUBLIC RECORD5 OF DUVAL COUNTY, FLORIDA. PROVIDE INLET PROTECTION IF ANY FOR ALL INLETS NOTE5: I .) ELECTRICAL WIRING PER NEC 2008 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, 51NGLE PHA5E, 15- AND 20 -AMPERE OUTLET5 INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT -INTERRUPTER L15TED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. 3.) UNUSED NOTES: 1) OCCUPANCY CLA55 15 GROUP R-3 2) CONSTRUCTION TYPE 15 TYPE 5 3) APPLICABLE CODE5: 2014 NATIONAL BUILDING CODE 201 1 NATIONAL ELECTRIC CODE CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE i INDEX TO DRAWINGS ARC H ITECTU AL A -O N E” COVER SHEET * 51TE A -TW 13 I FLOOR PLAN5 A -THREE ELEVATIONS A- F O U R ELEVATIONS * ROOF A -FIVE FOUNDATION AND SECTION (for reference only - see Structural) A -SIX RE5ERVED FOR ELECTRIC ATTACHMENTS ITEM 1 ITEM 2 ITEM 3 ITEM 4 FORM GOOC-0 I FLORIDA ENERGY EFFICIENCY CODE SEALED SURVEY TRU55 ENGINEERING STRUCTURAL ENGINEERING 6 W z N > Z W° a (� ff > W° z I �Lt- � UWj I 0 } y Q J W m W 0 Q10 Q =cc � � G L 0 �1 W J W J Z u W W 0 � o m N Q o U Q W 0 Z 0 d U W J N Q 00 � W w W WW C1 W W r� .i yC�f \ O I 0 Wo \ JN L N r r U Q V C:\Drafting\partition36\15Lot15 2200\Finished drawings\SITE.dwg, 12/26/2017 5:48:21 PM, owner, Universal Document Converter.pc3, ARCH D, 1:120 <o ART OF SECT OH 18 oz UGEATTED P 9 T OWN SH P 2 SOUTH, RANGE 29 EAST z --i X 00 F_ F_ O C-) Cp FT� oF' -------- D r - - — Z m � (N00°31'1 4"W 55.04 SEED) ) < FTI / 55.029 0 �o 0 O C z z 35-999 o z D ) z� F7 N �- x Q7 r )p 9 15' SETBACK ----_-- __ )� _ �° REAR oil '-1 3/16 — O — Z CON C, z STEPS - P Mot for layout N`yl ,. rn m BACKcF0RCH C 00 7v N 0 J v J o cn z F CS Co 0� cD 2 E L--' ;P ° 00 P C m S O CD -° 2 5TORY HOUSE D 0 0 _ N �:) 0 A/C PADS � � FF� F_ 0 00�o I _ (_D E0�"i 0 o �D v � C � �� .�1 C\ , rU �> � fel Z > 5 � F GARAGE ��� � O FRONT PORCH D El OjQ) y 4' � r\'3 \ CON D O 5 —1 1 C > _ F7 FT 1 O z D D r n �m X_; CP- -31 , CONC. : , D ^ o CONC. WALKr 1 Co m° n 0G DRIVE `-'-' —I -__1� 1 D �� 00� C / d EN T n �_ T Ln cn .5 FFr, CcO 7.5' J.E.A. E c --- - -------- --- O �0 ��v o o CD �_ 0-) z �V 66 S� Z� CD c J D � p o����oPARADISE LANE i�:D m� O S> z z r (PRIVATE—VARIABLE WIDTH RIGHT OF WAY) 71 O D 11 F_( — 0 C o Fri Co 50 LOT COVERAGE: HOU5E (porches Included) 15G7 DRIVE, WALK, 5TEP5, A/C 780 TOTAL COVERAGE 2647 LOT 5953 PERCENT COVERED 44.5% LEGAL: LOT 15, PARAD15E PRE5ERVE A5 RECORDED IN PLAT BOOK 57, PAGES 3 1, 3 1 A, 3 1 B, 3 1 C, OF THE CURRENT PUBLIC RECORDS CSF DUVAL COUNTY, FLORIDA. PROVIDE INLET PROTECTION IF ANY FOR ALL INLETS NOTE5: 1.) ELECTRICAL WIRING PER NEC 2008 2.) ALL BRANCH CIRCUIT5 THAT SUPPLY 125 -VOLT, 51NGLE PHASE, 15- AND 20 -AMPERE OUTLET5 INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT -INTERRUPTER L15TED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. 3.) UNUSED NOTES: 1) OCCUPANCY CLA55 15 GROUP R-3 2) CON5TRUCTION TYPE 15 TYPE 513 3) APPLICABLE CODES: 2014 NATIONAL BUILDING CODE 201 1 NATIONAL ELECTRIC CODE CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE NDEX TOI DRAWINGS ARCHITECTURAL A -O N E COVER 5HEET * SITE A -TW C7 FLOOR PLAN5 A -T H R E E ELEVATIONS A- F O U R ELEVATIONS * ROOF A -FIVE A- S 1 X ATTACHMENTS ITEM 1 ITEM Z ITEM 3 ITEM 4 APPROVED FOUNDATION AND SECTION (for reference only - 5ee structural) RESERVED FOR ELECTRIC FORM GOOC-0 I FLORIDA ENERGY EFFICIENCY CODE 5EALED SURVEY TRU55 ENGINEERING STRUCTURAL ENGINEERING 4 I ;r z�z z Q L 0 6 W N >Q W° z Z a U�W > O �° i >' [� I 0 _ o Q Q W m Q W U 7 0 Q`I' Q W 0 J Q 0 J � J ZW W W a � o � Q o N W 0 z 0 d U W r"n Yi J 0 W 0 W WWW Cl W W I � �- N 0 I W0 o� L W r UQ V)0 I ;r z�z z Q L 0 C:\Drafting\partition36\15Lot15 2200\Finished drawings\SITE.dwg, 12/26/2017 5:48:21 PM, owner, Universal Document Converter.pc3, ARCH D, 1:120 K: O OC UNPEATTED PART OF SECTION 18, K o TOWNSHIP 2 SOUTH, RANGE 29 EAST z --i X n 0 C� O - J z r On cs mrn-� D �---- z �rn (N 00°31'14"W 55.04' FIELD) _Ui D c� > I - _0 I rn� 000209199 90 5502 9 I � %� -0 __9 OO �o �O D zC z 35'-9"o o r� J�-01 0 M z D — z i xV -oo �EAR SETBACK — — � 03/16" _2------�---------- -� - z M �STS mot for layout N CYI -+ 0 Z m 00 gACoRCH (o N ° y pEVE1.OPME.�`' CPz r CA c ,�► � m 2 STORY HOUSE � 0 1�, 1 o o Co O F r- , o� 0 0 0? 0 A/C PADS ITI E (3 (-C 7 �- 0 00 I z —1 [❑ -- o o - U� � S I \/ _] 1 fN ` JF_ o --, CO C L� N CJ� Li W 1 71 cn O D r— _ M � o I- V GARAGE M M 71 0 ::�E C ' FRONT PORCH �D 7' O D 4' N � \ �O COND O F_ _ CP D M� 00-) M O z Q0 F_ > CP, CONC. :�u / D - I _0� GONG. WALK �D� oo o o DRIVE -� -,�� M m 2 �M�N� 2 ,;.-- � P5 , 00 Ln i 2 �- v v� _ Cj 7.5' J.E.A. E �,� C D N o� 12'-x" -- --------- --- oC ��0 F o � M CD[] Co �C DO O —� � r\J PARADIS— LANE Uj K C/� M z z M (PRIVATE— VARIABLE WIDT RIGHT OF WAY) MFF1 ---1r o 0 F_ M rTl 00 LOT COVERAGE: HOUSE (porches Included) DRIVE, WALK, STEPS, A/C TOTAL COVERAGE LOT PERCENT COVERED - 1867 -780 2647 5953 44.5% LffGAL: LOT 15, PARADISE PRESERVE A5 RECORDED IN PLAT BOOK 57, PAGES 3 1, 3 1 A, 3 155 3 1 C, Or- THE CURRENT PUBLIC RECORD5 01' DUVAL COUNTY, FLORIDA. PROV+B�NLET PROTECTION F ANY FOR ALL INLETS NOTE5: 1,) rl_ECTR(CAL WIRING PER NEC 2008 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, 51NGLE PHASE, 15- AND 20 -AMPERE OUTLETS IN5TALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT -INTERRUPTER L15TED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. 3.) UNU&ED 1"+ �,^�c7:4 ?t��.1 J�tc� JAfii 9 be 19100 Nly9 ?I , C3F1 �� � --V , "-f y w, I ( 6 y1il - NOTES: 1) OCCUPANCY CLA55 15 GROUP R-3 2) CON5TRUCTION TYPE 15 TYPE 513 3) APPLICABLE CODE5: 2014 NATIONAL BUILDING CODE 201 1 NATIONAL ELECTRIC CODE CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE INDEX TO DRAWINGS ARCHITECTURAL A -ONE A -TW O A -THREE A -FOUR A -FIVE A -S IX COVER 5HEET * 51TE FLOOR PLAN5 ELEVATIONS ELEVATION5 * ROOF FOUNDATION AND 5ECTION 'for reference only - 5ee structural) RESERVED FOR ELECTRIC ATTACHMENTS ITEM 1 FORM 000C-0 FLORIDA ENERGY EFFICIENCY CODE ITEM 2 5EALED 5URVEY ITEM 3 TRU55 ENGINEERING ITEM 4 5TRUCTURAL ENGINEERING J (0 L M �L U� <q N �m —U �IIZO JQ0) 11� L 0 1 ffN 0 0 _00 m :�N Q O't r 0 o NO) W Z W z 0 > 0 0 I ° Z I A LL lz I 0 oQ Q J Q W m to _ � U W � o = Q LOz r � � h 0 Q to W V J W Z W W 0 o N W 0-1 a 0 � W r L r o W a W WWW W W M� Y, Q 0 I N Wo o' o n N N �LL W r U Q v 0 C:\Drafting\partition36\15Lot15 2200\Finished drawings\FLOORPLANS.dwg, 1/22/2018 4:43.24 PM, owner, Universal Document Converter. pc3, ARCH D, 1:48.0008 ❑ u ❑ 10' 11'-4" 14'-5" 5'-8" 7'-8PL „ 074.2'5Q. - 3'X 5' N shower EGRE55 I 3'X 5' I �-------- 24 WALK MASTER BATH 2'6 00 CLOSET 2'G 7'-10" 2'-4" 0 1 1 1 0 MASTER B DROOM i cn u -)(n I BEDROOM 2 m d- I BATH 3 N ) 2'4 2'-10" 2G 0 2,RG A/C A I I I I I I I 4'-3 UPPER 2'g 50LID 3, 10„ „ I I I I I I I LANDING 2'4 V 2'G I I I I I I I I I Q 00 V I I I I I I I I I I N Lr) (J) I I I 1 I I ( I I BATH 2 w 2'G 2,4 2114----�_------ 4' BI-PA55 4' BI -PASS BEDROOM 3 2'4 POCK o II 2'4 N I "' 5HowE BEDR OM 4 2' 5Q. 3' 51 _ � N Ln 5 _6 31 5' 3' 5' GARAGE BELOW EG R 55 ---——— — -- — —— --- 4' 11 4'-9' 16 �— ❑ ❑ El 5ECON D FLOOR PLAN I in X m Ln c0 ON co Q0 LO AREAS FI RST FLOOR H FATED — GARAGE FRONT PORCH BACK PORCH TOTAL FI RST FLOOR SECOND FLOOR HEATED TOTAL HEATED TOTAL UNDER ROOF — 7F,—Q„ 1087 4G5 131 IG7 1850 1384 2471 3234 FI K5T FLOOR PLAN COMMUNITY DEVELOPMENT A ROVED -0 L� 4 IT �U W� m� W J Q° Q 1N �0 0 -00 0 �0 m �N Q N� 0 o N� J Z o Q � o Q (no 0 oW z W � I W a- Q o WZ U N fn U W U Q I o Q 0 W W El 0 a Q W U W W W ° DW a m N Z Q Q J a 0 0 WW U W W W V) W J W LL Q � Z N 'CO 0 N I I 0 \ N rM W J U �o W Q WNm z ' 0 z 0< (0L Q o 0 C:\Drafting\parti.tion36\15Lot15 2200\Finished drawings\ELEVATIONS.dwg, 12/26/2017 5:55:14 PM, owner, Universal Document Converter.pc3, ARCH D, 1:48 J� LL .L0 Z� U W� 0) J Q° O, TOP PL �o O 0 ---- �drn FH m�N z O l t Q NO SHEDS AT FRONT PORCH W N Q0 AND GARAGE,,,,,,,,,, I — AT BACK 2ND FL 5(-- — — PORCH ONLY — _ 12 V — —1 4 z - --- --- - --- -- ---- W z -- -- N W o fQ o -_ ,� W� o T- U) O zw o O W0 z U (D�, D- o a _ __ f — - -- Q T Q ,- -- ---- — -- m i W 0 O w o ---- Q W SLAB - - M W _w ORCH 0 U O NDE FRONT PORCH STAIR BUMP OUT "HARDI" 51DING 6ACK PORCH Q L Z AND TRIM c- Q i RIGHT SIDE ELEVATION :4 0 W U J ZW W 12 �7... N Q o U Q W 0 Z m 0 a � - J - Q -- - Z o W 0 4 V W W - - Q W 00 • J T z EXP05ED RAFTER TAILS \i FIR5T FLOOR FRONT COMMUNITY DEVELOPMENT ,� ° g� O \ APPROVE® W N 0xLi Ld Q N Q r 04 1 mQ�� W QO - — ----- Q W cn c. o Ul 0 N z GARAGE DOOR ENTRY OFF GRADE PORCH m W m FRONT ELEVATION Z � 3 Q L 0 0 C:\Drafting\partition36\1 2200\Finished drawings\ELEVATIONS2.dwg, 12/26/2017 5:51:46 PM, owner, Universal Document Converter.pc3, ARCH D, 1:48 — 6" I% ROOF PLAN 0 ❑D a D I -t -Cl� E)MUN 11Rl.l LEFT SIDE ELEVATION Ilk TYP. RIDGE VENT SYSTEM Y GARAGE BEYOND CONC. PORCH FLOOR BACK PORCH (NOT OFF GRADE) BOXED GXG REAR ELEVATION �(0 LM _LO I@ �0 W� U� (� Q F�N 0 0 -�0 0 m �N QO� 0 o N0 W z N >Q Z ffnW— ° j 0 WO W -I 0 [IW Z I W WI l J OQ QW Z a �m Q N - °U W 7 I- 0 Q � L Q �I 0 0 N W 3 J rn F' Y J W Z� W 0 Q fy o N W Q z m p J Q N � Z � 00 0 W W I- W > Q W COMMUNITY00 W DEVELOr�rvlEl'�T 0 I APPROVED JWo � Cl QN w � W � c m o m w m Z 1 Z � Q LL 0 IN : ".. I FLOOR TRUSS @ 24" O.C, PER TRUSS ENGINEER I I THREADED ROD FROM FOUNDATION TO TOP CONT. BLOCKING CUT PLATE PER ENGINEER BTWN. @ SHEATHING I JOINT EXTERIOR SIDING PER OWNER ON HOUSE WRAP -------- 2X6 STUDS © 16" O.C. I OSB SHEATH. SEE ENGINEERING BATT. INSUL. I I4" CONC. SLAB W/ 6X6 10/10 W.W.M. ON VISQUEEN P.T. 2X6 PL ON INSUL 4c.'—�— x-�-- Q GRADE VARIES 0. CLEAN, COMP., \CHEMICAL TREATED FILL DIRT # 5 VERT SEE STRUCTURAL FOR LOCATIONS X20" X 10" CONC. FTG. (3) # 5'S @ 2 STORY WALL 5ECT ION 7F" n" 2200\Finished drawings\FOUNDATION.dwg, 12/26/2017 5:49:47 PM, owner, Universal Document Converter.pc3, ARCH D, 1:48 J� C:\Drafting\partiti0n36\15Lot15 o) FIBERGLASS SHINGLES ON 15# FELT 7/16" OSB SHEATH. — STAGGER JOINTS — Z (� INSTALL PER CODE W/ MET. SPACERS & 8d NAILS � U W� 6" O.C. (4" O.C. W/IN 4' OF GABLE ENDS) AT N ALL SUPPORTS TRUSS TIE DOWN STRAP EA. TRUSS TRUSSES © 24" O.C. JQ 0) R-30 INSULATION ANOD ALUM U4 DRIP P.T. 1X2 CONT. BLOCKING CUT 0 �N P.T. 2X6 BTWN. @ SHEATHING FASCIA OR JOINT 0 40 PER OWNER I VENTED SOFFIT 0 PER OWNER BATT. INSUL. I 2X6 STUDS © 16" O.C. I 3/4" PLYWOOD FLOOR GLUE & NAIL W/ 10d NAIL 6" O.C. @ EDGES & 12" O.C. © FIELD IN : ".. I FLOOR TRUSS @ 24" O.C, PER TRUSS ENGINEER I I THREADED ROD FROM FOUNDATION TO TOP CONT. BLOCKING CUT PLATE PER ENGINEER BTWN. @ SHEATHING I JOINT EXTERIOR SIDING PER OWNER ON HOUSE WRAP -------- 2X6 STUDS © 16" O.C. I OSB SHEATH. SEE ENGINEERING BATT. INSUL. I I4" CONC. SLAB W/ 6X6 10/10 W.W.M. ON VISQUEEN P.T. 2X6 PL ON INSUL 4c.'—�— x-�-- Q GRADE VARIES 0. CLEAN, COMP., \CHEMICAL TREATED FILL DIRT # 5 VERT SEE STRUCTURAL FOR LOCATIONS X20" X 10" CONC. FTG. (3) # 5'S @ 2 STORY WALL 5ECT ION 7F" n" Z J� o) OL Z (� _ � U W� N JQ 0) U4 0 �N Z 0 40 0 0O m �N O � �0 0 G (N 0) W O Z W Z Z W �o W— 0 W F 1 W0 > _ 0 _J 0 N �� W W W W. .� Z QW a O � m W U W J° = _ if)z �Q 0 o ZW W w _ vi W W W 0 Q 0 Z0 — WIY fn0 0 Y Z _ Z � W 0 W Z _ W � � oo WW 11� W W W Z ZCO W W 0 r N Z O 0 N f W W Q V)BLK. _ED to X A FOUNDATION SURVEY SHALL BE PERFORMED W N/ AND A COPY OF THE SURVEY SHALL BE ON SITE 2 FOR THE BUILDING INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. N Z ' BE EXPOSED AND Z ALL PROPERTY MARKERS SHALL A STRING STRETCHED FROM MARKER TO MARKER f W 0 TO VERIFY REQUIRED SETBACKS. 0 C:\Drafting\partiton36\15Lot15 2200\Finished drawings\ELECTRIC1.dwg, 1/22/2018 4:45:48 PM, owner, Universal Document Converter.pc3, ARCH D, 1:48.0008 Block......... Count FAN ........... 2 AIR ........... 2 REH........... 3 PENDENT ....... 3 REC........... 13 RNDFLOUR...... 1 EF ............ 1 SMOKE ......... 4 220...........2 UCFLOUR....... 3 FL ............ 1 OPENER ......1 flour2........ 2 CABLE ......... 2 SWITCH........ 20 LITE .......... 3 3WAY.......... 8 PHONE ......... 1 chand......... 4 PLUG.......... 27— FLOOD ......... 3 WP...... ...... 5 WLITE......... 6 F L — dM EI WP P P P- R DIS O Q R' ate air eat r handlerO o O (�1 FI RST FLOOR. ❑I CEIL FAN WP R t� o\ z 5� °�� �Q \ou a '�o hoc °� � A/C CEIL :3 COMP R o C FAN o Q (D U) A/C sE a' COMP FLOOR PL G on - LOCATE LOCATE PE OWNER T" I I I I I I I I I I I I I 1 I I I I y P I I I I I L I I I I I I I I I I l l l l l f l I I I I I I I I I I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I I I f I I 1 1 1 1 1 1 1 1 1 1 1 1 d.M dM Block......... Count PHONE ......... 1 RNDFLOUR...... 1 sconce ........ 2 WLITE......... 5 SWAY.. .....7 SMOKE ......5 EF...... ...3 CABLE ......... 4 REH........... 5 FL............ 3 SWITCH........ 18 REC........... 8 PLUG.......... 32 FAN ........... 4 LITE .......... 6 0 ❑ ❑ SECOND FLOOR Z 3 4@ Q LL 0 0 -1(0 L0 4 I@ L E D G E N D �U Q� 3@ PLUG m� ® 220 VOLT G) SWITCH U RHEOSTAT SWITCH (DIMMER) J Qo 3 WAY SWITCH N < V � 3 WAY RHEOSTAT SWITCH INCANDESCENT CEILING MOUNT �N �0 ® RECESSED LIGHT O _ 0 0 WALL MOUNT LIGHT ] FLOUR. CLOSET LIGHT I Q0) m �N O N 4' X 2' FLOUR. LIGHT Q O FOUR TUBE 0 N4) �- —{ FLOUR. UNDER COUNTER LIGHT OPEN GARAGE DOOR OPENER J FLOOD LIGHT Z � w SO SMOKE DETECTOR Z 0 CO CARBON MONOXIDE DETECTOR Q Q v WATER PROOF PLUG / 0 I" EF EXHAUST FANQ` W f Z CEIL Q L Wy/ -0- CEILING FAN / LIGHT Q FAN I �L W a- o Q PHONE W Z © CABLE / COMMUNICATION LO - a r EF EXHAUST FAN & LIGHT I- U N lite UNDER & OR OVER CABINET LED YWW y O Q L heat EF EXHAUST FAN, LIGHT, & HEATER J Q lite CC L 4' X 1' FLOUR. LIGHT � O ® CHANDELIER / HA N GING Ui M W L1 2' X 2' FLOUR. LIGHT 0 FOUR TUBE Q WWL Q Ww r NO NITE LIGHT 0 0 J DW. TRACK LIGHT d m EXIT EXIT SIGN EMERGENCY LIGHT FIRE EXTINGUISHER J �- BILLIARD LIGHT -0- PENDENT Z A/C COMP A/C COMPRESSOR J 0 0 a WW �V) W W C1 SPOT LIGHT W 0 ROUND FLOUR. W sc +-g SCONCE \W 0 I - N J W 0 Z 3 4@ Q LL 0 0