The URL can be used to link to this page

1723 Maritime Oak Dr new home permitAll claims for error or defective mate 4'7" _ 24' 8" • • NEEDS 4.15" BEARING • • 1 • • 1 • Approved truss anchor by builder. 20 minimum top and bottom chords. Square cut overhangs. y Jo '76 12 O5 11 3.5-8-10 / 'r 2'0 .. 2, 0 , 0.. 2, 0„ 2' 0" J61 11 I IAd7 J6z d J62 r o c tV ..�,. ...,,. C62 -to .. • I9 Cy • ' N o �c6`d 44' Roof Floor ® 0- 2' 0" 2'0"z 2' 0 2'0"' 2' 0' 2 0" 2' 0" 2' 0" 20.00 7.00 40.00 10.00 v e g02(8)a 1 iv o -- ** LEDGER 0.00 5.00 1' 1 1/4" Total Load 37 r QF06 C). 0" N LL V Building Code FBC 2014 RES � I Wind Speed 130 m.p.h. • fV Yi ! �' 44' Truss Connector Total List Product Length Plo ID Qty Product Manuf 3/4" x 20" 22' 0" B1— 1 I 25 HTU26 Hatch Legend 3 THA426 Simpson 8'- 1 1/8" PLATE HEIGHT 2 THAC426 9'- 1 1/8" PLATE HEIGHT III 101- 1 1/8" PLATE HEIGHT j 12'- 1 1 /8" PLATE HEIGHT = > T F10 F- I L - IL VARIES Y 2 12 BRG. 1j2 1'8" BY OTHERS Unless ess noted otherwise. Typical Truss Ends 6" Approved truss anchor by builder OR ia1SS 31/2"Ribbon 20" 51/2" SRO. II Typical Truss Ends 5'4 1/2" SHOP DRAWING REVIEW DISPOSITION Roof Floor ® 0- 2' 0" 2'0"z 2' 0 2'0"' 2' 0' 2 0" 2' 0" 2' 0" 20.00 7.00 40.00 10.00 v e g02(8)a 1 iv o -- ** LEDGER 0.00 5.00 21-5" Truss Connector Total List Product Length Plo ID Qty Product Manuf 3/4" x 20" 22' 0" B1— 1 I 25 HTU26 Hatch Legend 3 THA426 Simpson 8'- 1 1/8" PLATE HEIGHT 2 THAC426 9'- 1 1/8" PLATE HEIGHT III 101- 1 1/8" PLATE HEIGHT j 12'- 1 1 /8" PLATE HEIGHT = > T F10 F- I L - IL VARIES Y 2 12 BRG. 1j2 1'8" BY OTHERS Unless ess noted otherwise. Typical Truss Ends 6" Approved truss anchor by builder OR ia1SS 31/2"Ribbon 20" 51/2" SRO. II Typical Truss Ends 5'4 1/2" SHOP DRAWING REVIEW DISPOSITION ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contractor of respons6ft for any deviation from due requirements of the shop �drawings. Contractor shall determine and vera a0 fold measwrements. APPROVEO 13 RETURNED FOR CORfiECTION / 0 APPROVED AS NOTED ❑ RETURNED WITHO' il'ACTION 0 NOT0 SEE TRAN Aya ITER A� ; f '� � COMMENIr! V DATEtf �1[ HULSSERG GINEERING, INC. FL 2586 11481 ST. AUGUSTINE RD. # 202 JACKSONVILLE, FL 32258 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15538.... BLUELINX ON -CENTER -LVL 1899.31 ... BLUELINX ON -CENTER BLI-JOIST 15432.... BLUELINX ON -CENTER RIMBOARD 15432 Engineer of Record: Floyd S. Simpson - FL PE #50791 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Manning Building Supplies, INC. 11155 Philips Parkway Or. E. Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260.2981 fens VUW W.MBS-CORP.C7OM JAXTRUSSCWMBS-COR?.COI Customer: Riverside Homes Job Name: Papelbon Residence / West LotOlklSubdiv, 96 / / ABCC Scale: spate: rewn By: Job Number N.T.S. 3/2/2017 JB iJ170061 Roof Floor ® Top Chord Live Load Top Chord Dead Load 20.00 7.00 40.00 10.00 p.s.f p.s.f Bottom Chord Live Load Bottom Chord Dead Load 0.00 10.00 0.00 5.00 j p.s.t p.s.1 Total Load 37 ~55 p.s.t C). Duration Factor 1.25 1.00 V Building Code FBC 2014 RES Wind Standard ASCE 7-10 v Wind Speed 130 m.p.h. Wind Usage RES. CAT II ! Building Exposure B Building Type Closed NOTE It is the responsibility of the budding designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 ! (sections 6.0 and 7 0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured by manufactured by ManningBudd Supplies. Warning: Conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required In specific applications. See "Bracing wood trusses commentary and recommendations (SCSI 1-03) for further information. Trusses shall be installed in a straight and plumb position. More no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contractor of respons6ft for any deviation from due requirements of the shop �drawings. Contractor shall determine and vera a0 fold measwrements. APPROVEO 13 RETURNED FOR CORfiECTION / 0 APPROVED AS NOTED ❑ RETURNED WITHO' il'ACTION 0 NOT0 SEE TRAN Aya ITER A� ; f '� � COMMENIr! V DATEtf �1[ HULSSERG GINEERING, INC. FL 2586 11481 ST. AUGUSTINE RD. # 202 JACKSONVILLE, FL 32258 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15538.... BLUELINX ON -CENTER -LVL 1899.31 ... BLUELINX ON -CENTER BLI-JOIST 15432.... BLUELINX ON -CENTER RIMBOARD 15432 Engineer of Record: Floyd S. Simpson - FL PE #50791 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 Manning Building Supplies, INC. 11155 Philips Parkway Or. E. Jacksonville, FL 32256 Phone: (904) 268-8225 Fax: (904) 260.2981 fens VUW W.MBS-CORP.C7OM JAXTRUSSCWMBS-COR?.COI Customer: Riverside Homes Job Name: Papelbon Residence / West LotOlklSubdiv, 96 / / ABCC Scale: spate: rewn By: Job Number N.T.S. 3/2/2017 JB iJ170061 `FhfflR NR RCSHA D Ez AUNITCC ACCEss PANEL FNG WOF ATTIC ACCE55 50 10 F',OORING WITH NO BI ICN WIT IN W OF AP LIAN'CE ACC 55 PANE'. AIj sm 2.e w� - II LOFT /yerfm V n e _LG I I - LL II i oQ II 6' 2" F.2' I _ _ Duct Sized per ASH RAE Stan dards cfToh' ° NlsesrR.. /1✓'zuH Friction Loss= Static= ,Z �[fltl TOLaICFMs= ATH R w' #2 Duct Sizes shown in Area X Length- I TEL= 3 lOr 7AX = C = CFM on Drawing mi I AFF 2.e I l� 4_ID. _PZO`A= •92 P"4F �I��?�70 A: H5 I I I I ,As e LANAI 3 I —all 6 ' , Ev-,TE ,xD � I I 21 ZOYJC%/J% 90'OWNERS FU I —TE o m Tib 25' 2oX16 CAS LIVING -Lw i�VVIYI 0•Jd51/E2 CLO. L_—_— �zwo 3e� 2-7 LL i i /ya Fin 9 EI-I �a O C avL 1 u�l l F - R 51N Nf I I� IT HE WD15G ;; DINING «� _ m bid I I"' `Al oD I Ii ✓�,1/VJ C7 ° c -c II — 100 gtsn5 ^ , ;ocs�► j E -2 TANKFS' ns J TF `a G ..AS 28 45 DOOR 1 v (' z- "'—'2 N /T /T I r II X SOL E 5�a X225 Mw1ar=lcesnTED L -----J - _ 5 E " STUDY /X( I - >Io C -4 GARAGE _UC 22'-6 k 23'�O 2 E - I = I I --- --- ---- ------------ - 6Xe -- c roz = V4 MECHANICA'_ EQUIPMENT NOTES: j� TBC -R302 5.2: �Ir75 iN GAKAG= STALL BE MIN 26 GAGE 5; IEET STEEL W`. NC 15t F L O O \ FLAN OPENINGS 1N`C P 4,G= ALLOWED. FBG -R, M1305.1. is MIN 4" CLEARANCE REQUIRED A20UND .ALL 510-5 OF MECHANICAL EQLT VENT ANC COMPONENTS, INCLUDING DUCTS, WITH THE "CTRL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12' WIDER THAN THE FUZNACE OR AIR HANDLER GROUND MO -N J VECHANICAL UNIT S SHALL 5E ,ANCHORED IN ACCORDANCE WITH 1 -3c -R, 5ECTTON M13072. SQ. FTG. CALCULATIONS .5 T FLOOR LIViN'G 1,917 2ND FLOOR L"01NG 624 �O AL _N:NG 2541 GA2AGE 549 ENTRY 192 LANA: 9-27 -'-PLCOVERED 3509 NC)TFQ D002S AND WINDOWS ARE APPROXIMATE FIN15HED 517-5; REFER 0 VFG'5 5PECIFICATION5 `OR ROUGH OPEN:VGS PRIOR -0 FRAMING 2 ISOKERN VENT ESS GAS FIREPLACE 3 LOFT AT 2ND LOOK 4 COVERED FRONT ?ORC-I 5. PREP[UM6 SUMMER KITCHEN W/ PREVENTED HOOD 6 '.ATH 174 ILO PWDR 7 16 S G D, REMOVE WINDOW IN LYING ROOM 8 W/5 L00P 9. RECOVFIGJRE OWNERS BATH 10 3°3° WIN7OW LV O'NNERS BATH ILO STANDARD 11. 9P8° OVERHEAD GARAGE DOORS;X STANDARD 12.8° DOOR THROUGHOUT 13. RELOCATE SINK .AND D/W -0 15LAN11 FILE COPY REVISIONS RIVERSIDE HOMES Build With• Confidence 12276 San Jose Blvd., Suite 120 Jackrouvdte, Florida 32223 Office: (904) 449-1650 www. mynversidehome. com Lot 96 Atlantic Beach Country Club Papelbon Residence Floor Plans 1723 Maritime Oaks Drive Atlantic Beach, Fl. 32233 Drawn By ARI/MA Sheet Date 01-27-2017 Scale Plan of 6 West Indies A hal. have 9,—d. d n51Gn5 shall vu fy and be ^csponsbt for dncnsions am wWltons of tne,;ob. DESIGN BY: CRONK DUCH ARCHITECTURE, AR0014227 9822 TAPESTRY PARK CIRCLE STE, 201 JACKSONVILLE, FL 32246 904.626.3452 DRAFTING BY: 12627 San Jose Blvd Suite 702 a Jacksonville, FL 32223 904.260.3319 w� 5fR #2 /yerfm — , O i 6' 2" F.2' ATH R w' #2 I 78 9 j BR #3 I ce (10 � ncGln I l� 4_ID. _PZO`A= •92 P"4F �I��?�70 A: H5 I I I I ,As e LANAI 3 I —all 6 ' , Ev-,TE ,xD � I I 21 ZOYJC%/J% 90'OWNERS FU I —TE o m Tib 25' 2oX16 CAS LIVING -Lw i�VVIYI 0•Jd51/E2 CLO. L_—_— �zwo 3e� 2-7 LL i i /ya Fin 9 EI-I �a O C avL 1 u�l l F - R 51N Nf I I� IT HE WD15G ;; DINING «� _ m bid I I"' `Al oD I Ii ✓�,1/VJ C7 ° c -c II — 100 gtsn5 ^ , ;ocs�► j E -2 TANKFS' ns J TF `a G ..AS 28 45 DOOR 1 v (' z- "'—'2 N /T /T I r II X SOL E 5�a X225 Mw1ar=lcesnTED L -----J - _ 5 E " STUDY /X( I - >Io C -4 GARAGE _UC 22'-6 k 23'�O 2 E - I = I I --- --- ---- ------------ - 6Xe -- c roz = V4 MECHANICA'_ EQUIPMENT NOTES: j� TBC -R302 5.2: �Ir75 iN GAKAG= STALL BE MIN 26 GAGE 5; IEET STEEL W`. NC 15t F L O O \ FLAN OPENINGS 1N`C P 4,G= ALLOWED. FBG -R, M1305.1. is MIN 4" CLEARANCE REQUIRED A20UND .ALL 510-5 OF MECHANICAL EQLT VENT ANC COMPONENTS, INCLUDING DUCTS, WITH THE "CTRL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12' WIDER THAN THE FUZNACE OR AIR HANDLER GROUND MO -N J VECHANICAL UNIT S SHALL 5E ,ANCHORED IN ACCORDANCE WITH 1 -3c -R, 5ECTTON M13072. SQ. FTG. CALCULATIONS .5 T FLOOR LIViN'G 1,917 2ND FLOOR L"01NG 624 �O AL _N:NG 2541 GA2AGE 549 ENTRY 192 LANA: 9-27 -'-PLCOVERED 3509 NC)TFQ D002S AND WINDOWS ARE APPROXIMATE FIN15HED 517-5; REFER 0 VFG'5 5PECIFICATION5 `OR ROUGH OPEN:VGS PRIOR -0 FRAMING 2 ISOKERN VENT ESS GAS FIREPLACE 3 LOFT AT 2ND LOOK 4 COVERED FRONT ?ORC-I 5. PREP[UM6 SUMMER KITCHEN W/ PREVENTED HOOD 6 '.ATH 174 ILO PWDR 7 16 S G D, REMOVE WINDOW IN LYING ROOM 8 W/5 L00P 9. RECOVFIGJRE OWNERS BATH 10 3°3° WIN7OW LV O'NNERS BATH ILO STANDARD 11. 9P8° OVERHEAD GARAGE DOORS;X STANDARD 12.8° DOOR THROUGHOUT 13. RELOCATE SINK .AND D/W -0 15LAN11 FILE COPY REVISIONS RIVERSIDE HOMES Build With• Confidence 12276 San Jose Blvd., Suite 120 Jackrouvdte, Florida 32223 Office: (904) 449-1650 www. mynversidehome. com Lot 96 Atlantic Beach Country Club Papelbon Residence Floor Plans 1723 Maritime Oaks Drive Atlantic Beach, Fl. 32233 Drawn By ARI/MA Sheet Date 01-27-2017 Scale Plan of 6 West Indies A hal. have 9,—d. d n51Gn5 shall vu fy and be ^csponsbt for dncnsions am wWltons of tne,;ob. DESIGN BY: CRONK DUCH ARCHITECTURE, AR0014227 9822 TAPESTRY PARK CIRCLE STE, 201 JACKSONVILLE, FL 32246 904.626.3452 DRAFTING BY: 12627 San Jose Blvd Suite 702 a Jacksonville, FL 32223 904.260.3319 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 5th Edition (2014) Florida Building Code, Residential, and the Florida Building Code, Existing Building (as applicable). DESIGN CRITERIA: Wind Design Method ASCE 7-10 Basic Wind Speed: 130 mph Building Risk Category: II Wind Exposure: B (Enclosed Structure) Building Classification: Residential Building Type: Type V Construction Wind -Borne Debris: NOT located in the wind-borne debris region Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items Include, but shall not be limited to, p determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. DESIGN DEAD LOADS: Floors: The design floor dead load of 12 psf assumes a floor system utilizing wood decking or wood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. The floor 1. 2. 3. 4. 5. 6. I The scope of these plans is limited to the structural requirements of this project Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and flashing requirements are not addressed in these plans It is the intent of the Engineer of Record (Engineer) that this work be performed in conformance with all requirements of the authorities having jurisdiction over this type of construction and occupancy. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 9 I The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be P 9 P P Y required to attach and accommodate other work. All details and sections shown on the structural drawings are inter. led to be typical and shall be construed to apply to any similar situation elsewhere in the %York except where indicated otherwise. 9. 10. 11. 12. minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, or fibermesh reinforcement shall be used with a minimum fiber length of 2' to 2" complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per cubic yard in accordance with manufacturer's recommendations. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and other deleterious material. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection shall be provided in accordance with applicable code requirements. If soil treatment is used, he treatment shall be done after all excavation, backfilling, and compaction is completed. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. The following minimum concrete cover shall be provided for reinforcement: 3" Concrete cast against and permanently exposed to earth 9 P Y P 2" Concrete exposed to earth or weather 1 '/" Concrete not exposed to earth or weather All continuous reinforcing steel in concrete shall be lap -spliced with the following HENGINEERING, INC. m 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineedng.com FLORIDA C.A. NUMBER: 25846o o --- *�$�ud°�19�a1110r;,{x�� s� +' ,ajt = s O• r ; = +g a r a �. ,® <) '`C. s '*4', v s'�PSGi+i Pn ° � ' B''F � �• f ;t a oMtnENTs: ss=r: ° covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be notified if the floor coverings differ from the noted assumptions Roofs: 7. Refer to the structural drawings for all structural details and sections. Tthe contractor shall contact the Engineer for clarification in cases of conflict between the structural drawings and any drawings prepared by others prior to corr,aencing work.. minimum lengths: #4 bars: 21" minimum #5 bars: 26" minimum #6 bars: 32" minimum E Metal or Shingle: 10 psf (Rafters) 7 psf (Wood Truss) Concrete or Clay Tile: 15 psf Refer to Architectural Plans for Roof Covering System DESIGN LIVE LOADS: 8. It is the owner's and/or contractor's responsibility to Obtain a soils: ;x; loran n report.13. The design of the project structure assumes an allowable soil bearing caoacity of 2000 psf. The Engineer shall be notified if soil conditions encountered ditrar from the noted assumptions. All requirements for site preparation and soil cornpar;ticn specified in the soils report shali be followed unless more stringeni lequiren?tints are 14. Reinforcement in footings shall be bent around corners or corner bars shall be used. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support reinforcing steel. Support items which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. E' _ Floors: Exterior Balconies: 40 psf specified in these pians. MASONRY: Exterior Decks: 40 psf CONCRETE: Stairs: 40 psf (or 300 ib point load) Garages: 50 psf (or 2000 Ib point load) All Other Areas: 40 psf 1 1 All concrete work shall be in accordance with "Building Code Requi eroen,s for Structural Concrete," ACI 318-11, and "Specification for Structural : oncrete,' ACI 30i General: 1. All masonry work shall be in accordance with "Building Code Requirements for Attics: Without Storage: 10 psf With Limited Storage: 20 psf With Storage: 30 psf (fixed stair access) 2. All concrete shall have the following minimum compressive strength at 23 days: Slabs on grade, footings, and mise. concrete: fc=2500psi Structural slabs, walls; beams and columns fc=3000psi Designated radon zones only - all concrete: fc=3000psi 2. Masonry Structures," ACI 530-11, and Specifications for Masonry Structures," ACI 530.1-11 Grout shall conform to ASTM C476 with minimum 28 da compressive strength of y P g 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11". Roofs: 3. Cement shall conform to "Specification for Portland Cement" (ASTM C i i3O 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used Less than 4:12 slope: 20 psf 4:12 slope or greater: 13 psf DEFLECTION CRITERIA: Walls:s Wind loads with plaster or stucco finish: L/360 Wind loads with other brittle finishes: L/240 Wind loads with flexible finishes: L1120 or L/180* 4. 5. 6. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTr,.1 C33) Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic material or other substances that are deleterious to concrete or steel reinforcement. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on. the structural drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement," ACI 315, unless detailed otherwise on the strL cturai in brick veneer. 4. The contractor shall be responsible for the design and installation of all flashing. Concrete Masonry (CMU):- 1. Concrete masonry units (CMU) shall be ASTM C90-11 B, Hollow Load -Bearing Concrete Masonry Units, normal weight, with a minimum compressive strength of 1900 psi (fm=1500 psi). _ 3 CLIENT: = RIVERSIDE HOMES d m PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) H JOB NUMBER: 17-02 COUNTY: * L/180 for exterior walls with interior gypsum board finish. Floors: Live Load: L/480 * Total Load: Lf240 * * Increased floor stiffness may be required by floor covering manufacturer 7. drawings. Tolerances for foundation and slab alignment as well as placement of ria Morcement shall be in accordance with "Standard Tolerances for Concrete ConstfUG'.on and Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of t'.a sill plate. 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following minimum lengths: #4 bars: 20" minimum r ^e ^ #5 bars: 25" minimum OFFICE COPY #6 bars: 30" minimum SCALE: - Y8" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING d RELEASE DATE: 03-10-17 g REVISIONS: Roofs: 2 Live Load: L/240 3. Grout all cells containing vertical reinforcement in 5'-0" maximum lifts. Total Load: L/180 4. Provide cleanouts per ACI I bottom course of masonry when the wall F°1%I�1�V�Pb DRAWN BY: CMF height exceeds 5'-0". FOR CODE COMPLIANCECHECKED CITY OO BY: FSS TITLE: - GENERAL NOTES 5. Beam reinforcement shall be cont s s C :p f AT,1IC BEACH RMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS - SHEET 1 of 2 a SHEET: S REVIEWED BY:�- DATE: c,�y -7 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 ASTM A572 (Fy=50 ksi) have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) 22 gage by 7/8" corrugated and fastened with 1 %" galvanized roofing nails. d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for ASTM A53 (Fy=35 ksi) supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceeds 6-0" then 2. All structural steel connections and fabrications shall comply with AISC specifications. the steel angle shall be attached to the wood framing with Y$" x 3" lag screws @ 12" o.c. or Simpson Y4' x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 1. All wood framing has been designed in accordance with "National Design Specificatio (NDS) for Wood Construction," 2012 edition. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psfi) AREA OF OPENING r Clay Masonry (Brick): 13. Fasten plies of 1 %" wide engineered lumber as follows: WINDOW, DOOR AND SOFFIT PRESSURES: UL S B ERG Pos Neg 2 -ply beams with (3) rows of 0.131"x3 '/4' nails @ 12"o.c. 1, Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing Brick, and 3 -ply beams with (3) rows of 0.131"x3%" nails @ 8"o.c. (each side) 1. All window, door and soffit assemblies shall be designed to withstand the design ENGINEERING, INC. Hollow Brick, respectively. Grade SW shall be used. 4 -ply beams with (2) rows of Simpson 6 %" long SDW screws @ 12" o.c. pressures indicated below and shall be installed in accordance with the manufacturer's 11481 OLD ST. AUGUSTINE RD., SUITE #202 16.4 -18.0 100.1 to 200 sf requirements. 15.5 -17.1 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. STRUCTURAL STEEL: 14.7 -16.3 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall 18.3 -19.8 www.HulsbergEngineering.com openings greater than 16" in either direction, and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and F R ° . tiN R: 25846 o.c. and placed within 12" of the openings. Erection of Structural Steel for Buildings (latest editions). a. Welded Connections: AWS D1.1 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 ASTM A572 (Fy=50 ksi) have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c. Structural Steel W -shapes: ASTM A992 (Fy=50 ksi) 22 gage by 7/8" corrugated and fastened with 1 %" galvanized roofing nails. d. Structural Steel Angles and Channels: ASTM A572 (Fy=50 ksi) Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for ASTM A53 (Fy=35 ksi) supporting brick veneer over openings. This angle will not be required for arched windows where brick is self-supporting. If the length of the opening exceeds 6-0" then 2. All structural steel connections and fabrications shall comply with AISC specifications. the steel angle shall be attached to the wood framing with Y$" x 3" lag screws @ 12" o.c. or Simpson Y4' x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes shall not be used. 1. All wood framing has been designed in accordance with "National Design Specificatio (NDS) for Wood Construction," 2012 edition. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psfi) AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) Pos Neg Pos Neg 0 to 20 sf 18.3 -24.5 18.3 -19.8 20.1 to 50 sf 17.5 -22.8 17.5 -19.1 50.1 to 100 sf 16.4 -20.6 16.4 -18.0 100.1 to 200 sf 15.5 -19.1 15.5 -17.1 200.1 to 500 sf 14.7 -17.41 14.7 -16.3 Soffit Design Pressure 18.3 -24.51 18.3 -19.8 ig a 5 a • : Or : €g FLOC 5: WPSON, PE FL PE No. 50791 a OMMENTS: Base Design Pressure 15.50 GCpi = 10.18 2. Southern Yellow Pine member design incorporates design values for all sizes and 6. All structural steel shall be shop -painted with SSPC Paint 15 (red oxide) primer. Prior grades of visually graded Southern Yellow Pine dimension lumber per "Supplement to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by 3 E the Southern Pine Inspection Bureau (SPIB). 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel surfaces exposed and visible to the exterior of the structure. TYPICAL EDGE STRIP (5 E 3. All wood members exposed to weather or in contact with masonry, concrete or soil a - 4.5 shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. - 4. If ACQ treatment is used on any wood member, then all nailing shall require HARDWARE AND ANCHORS: TYPICAL INTERIOR ZONE (4 hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM 8695, Class 50._ If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, I -�� United Steel Products (USP), or Engineer approved equal. 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for Metal Plate Connected Wood Truss Construction (TPI 1-07)." 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM _ F1554, Grade 36. 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. - 3. All metal connectors and hardware which are exposed to the exterior or in contact 7. The Truss Manufacturer shall submit shop drawings and design notes with a with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per - registered Engineer's seal for approval. Design notes shall include the rated load ASTM A153, Class C, or ASTM 8695, Class 50. capacity of the truss to truss connectors, and the manufacturer's license to fabricate _ trusses utilizing the connector system proposed. The contractor shall approve 4. Anchor adhesives shall be either SET -XP or AT -XP by Simpson Strong -Tie (with fabrication and installation drawings showing size, shape and layout. Florida Product Approval) and installed according to the manufacturer's instructions. Y Holes shall be cleaned of all debris and brushed out prior to installation of anchor 8. Jobsite handling and erection, including temporary bracing, during installation of adhesive. r- - �: CLIENT: trusses shall comply with TPI / WTCA BCSI 1. RIVERSIDE HOMES ROOF COVERING: _ 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened m PROJECT: to their supporting walls or beams with metal connectors as noted in the Truss 1. The contractor shall be responsible for the design and installation of the roof covering s 96 ATLANTIC BEACH C.C. Connection Schedule. system. - y (WEST INDIES - A) 10. All gable ends shall be balloon framed or braced in accordance with the applicable 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the JOB NUMBER: COUNTY: detail as shown in the structural drawings. manufacturer's requirements. $ SCALE: - Ys" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall 3. Clay and the roofs shall be installed per the "Concrete and Clay Roof Tile Installation _ - I be provided by others. Manual," and the manufacturer's requirements. RELEASE DATE: 03-10-17 12. Engineered lumber (LVL, Parallam or LSL) shall meet the following minimum material 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according a REVISIONS: specifications: to the 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 r DRAWN BY: Fb=2,600 psi Fb=2,325 psi and valley material. - CMF Fc =750P = si Fc 900 sl CHECKED BY: P Fv=285 psi Fv=310 psi FSS TITLE: GENERAL NOTES OFFICE COPY SHEET 2 of 2 SHEET: S2 J 24" x 24" x 12" PAD FOOTING -1I WITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 j SD - 8'-5-2L" T-10„ 8'-52" 154" --- --�--- —-----tl— LJ LJ --- L----- - 1I �o 0 1 1 J I I I 11'-31"i� I 12 42 DOOR RECESS I I SD -2 — — — — — — — — 14" CONCRETE SLAB WITH — I II 6x6 W1.41.4 WWF OR 1 I I FIBERMESH OVER 6 MIL I I N VAPOR BARRIER COVERING U 1 I LEAN AND COMPACTED FILL it T-92" I 9'-4" 3'-2" I 13'-11" 12'-62„ — IIS 1 PROVIDE RECESS FOR SHOWER STEMWALL 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 I o d 3 • •` 'r y L s 41 B SD-1 I----4 �ILjI 1 I I � I I OTE: d = CONTINU U FOOTING i ACROSS A AGE 1 i DOOR OPE NNG'L--------1 I EMBEDD STRAP AT I r — — — — GARAGE OOR PENING — SE DET I "F" ON SD -1 — — 1 `n SPECIAL EMBEDDED STRAPS/ 9'-3" 9'_3" 5'-22"i ® 16-2 REQUIRED AT "NARROW WALLS" 1'-3"- a T-11"SPECIAL EMBEDDED STRAPS SEE DETAIL "A" ON SHEET SD -8 m a m o 45'_n" REQUIRED AT "NARROW WALLS" CJ = SUGGESTED CONTROL JOINT LOCATIONS (SEE DETAIL " T " ON SD -2) = DENOTES TWO STORY FOOTING CONDITION ;I CONTRACTOR SHALL VERIFY ALL DIMENSIONS 111 USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION -24" x 24" x 12" PAD FOOTING WITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 FOUNDATION PLAN OFFICE COPY CLIENT: 3 RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) JOB NUMBER: COUNTY: 17-0215 DUVAL SCALE: Y" = V-0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 03-10-17 DRAWN BY: CMF CHECKED BY: FSS c I TITLE: FOUNDATION PLAN SHEET: S-3 NOTES: FL HEIGHT WALL SHEATHING j UL E SD -7 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 NOTE. --_(2) 2x6 HEADER SPF No.2 STUDS 16" O.C. FOR PLATE HEIGHTS UP T010'-1 %" - U.O.N. EACH REAR POST SHALL BE TREATED __ ——_ —__ °e 4x4 POST ON ABU44-Z POST BASE (2) 2x1ORCH 2J 2K —SWV 3_ STRAP POST TO EACH BEAM ABOVE BEAM (TYPICAL) 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 WITH (1) H6 -Z CLIP OR (1) MSTA24-Z (2) JACKS' SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 10'-1'/a" U.O.N. TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 SII MIN, 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTE: l: NOTIFY ENGINEER OF ANY VARIATIONS THIS OPEN PORCH CEILING E (3) 2x10 HEADER REQUIRES AMINIMUM %" SHEATHING SD 7 SW -3_ ZJ 3K FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES 5 AND 12" O.C. IN THE FIELD s w (2) 1 3 /" x 94' LVL �W - _2J 1 K II III III (5) 2x6 BUILT -U POST (MIN.)I ..... ...... (2) 2x6 BUILT-UP POST (MIN.) 3) 1 3/" x 11 Y" LVL 3J 1K ISI IIS II �— :.._ 2x6 BUILT-UP \(3)2x4 BUILT-UP 3ST. (MIN.) POST (MIN.) SOLID BUILT-UP CORNER — —SW -3— — — GARAGE DC OR NOTES 1. INSTALL U MSTA30 S --RAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "F" ON SD -1 3. 9' GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 18.3 psf ± 2) JACK STUDS (2) KING STUDS 1 �2)-2xWkADEh (2) ZXlZ HEADER MCONTINUOUS TO CORNER CONTINUOUS TO CORNER NSTRUCT USING APA NARROW WALL METHOD -- WITH HEADER CONTINUOU 3 ACROSS RETURN WALLS (SEE DETAIL "A" ON SD -9) (Z) JACKS �W S73 (2) 2x6 HEADER 2J 1 2K (2) 2x12 PORCH REAM - WALL LAYOUT - FIRST FLOOR TYPICAL ALL EXTERIOR WINDOW AND DOOR OPENINGS EACH FRONT POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET SD -7 NOTE: 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 OFFICE COPY SHEARWALL LEGEND: = NON-BEARING WALL D = BEARING WALL —SW -6 D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2Yz") NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTS SW -3 O = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2Yz") NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTS SBS = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL BE NAILED @ 3" O.C. TOP AND BOTTOM PER DETAILS "A" & "B" ON SHEET SD -3 - U.O.N. WOOD FRAMED HEADER LEGEND: 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 s,g119191� Iegseeax� �, W.I,. s a 4 � W «•"•4o t �v rr°`Jia #ersPE No 50791N, PE E g SIZE 3 OF HEADER 2 2x_ HEADER J K QUANTITY QUANTITY OF JACKS OF KING STUDS - NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS - RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) JOB NUMBER:COUNTY: 17.0215 DUVAL SCALE: DO NOT SCALE THIS DRAWING RELEASE DATE: 03-10-17 BY. CMF D BY: SHALL BE MINIMUM (2) 2x6 1'40.2 OR BETTER 2 TITLE: SYP. ALL EXTERIOR HEADERS SHALL BE _ WALL LAYOUT INSTALLED WITH MINIMUM (2) JACKS AND - FIRST FLOOR (1) KING STUD AT EACH HEADER. ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED SHEET: WITH MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.)S —4 F. EACH REAR POST SHALL BE TREATED 44 POST ON ABU44-Z POST BASE STRAP POST TO EACH BEAM ABOVE WITH (1) H6 -Z CLIP OR (1) MSTA24-Z TYPICAL ALL POSTS - (U.O.N.) SEE DETAIL "F" ON SHEET Sl III 4 • S�-7 n.. HOLDOWN II HTS24 AT BEAMT T5 HTT 3 HOLDON HOLDOWN d A CHOR BOLTS @ 24" O.C. GARAGE: DOOR NOTES 1. INSTALL U 130 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW 2. EMBEDDED STI AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "i ON SD -1 I HOLDOWN HOLDOWN 'CONSTRUCT USING PA NARROW WALL METHOD WITH HEADER CONTIN JOUS ACROSS RETURN WALLS (SEE DE FAIL "A" ON Si TIE -DOWN LAYOUT - FIRST FLOOR HOLDOWN NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL. Y" MIN, 1" MAX STUD SDWC 15600 SCREW ELEVATION- SDWC 15600 OPTIMAL 22Y° ANGLE 00 DUBLE 30\* I PLATE 13" (+/ 114") SDWC 15600 SCREW ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 21 www. HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 0 M „.y` "JQ�iS�y[ .4y.J�3�V 4p�;'r�+•� �4�a0aa�+"j� r ��'�.. a ♦ef '4 �Q "" - r •+ c�� Y q V 4 ib46N, PE p o. 50791 TS24 AT HTS24 AT TT5 HOLDOWN II II BEAM GIRDER ISI _II INI LL HTS24 ATI HTS24 AT BEAM GIRDER II HTS24 AT BEAMT T5 HTT 3 HOLDON HOLDOWN d A CHOR BOLTS @ 24" O.C. GARAGE: DOOR NOTES 1. INSTALL U 130 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW 2. EMBEDDED STI AT EACH END OF GARAGE DOOR OPENING SEE DETAIL "i ON SD -1 I HOLDOWN HOLDOWN 'CONSTRUCT USING PA NARROW WALL METHOD WITH HEADER CONTIN JOUS ACROSS RETURN WALLS (SEE DE FAIL "A" ON Si TIE -DOWN LAYOUT - FIRST FLOOR HOLDOWN NOTE: ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD TO DOUBLE PLATE PER SIMPSON DETAIL. Y" MIN, 1" MAX STUD SDWC 15600 SCREW ELEVATION- SDWC 15600 OPTIMAL 22Y° ANGLE 00 DUBLE 30\* I PLATE 13" (+/ 114") SDWC 15600 SCREW ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 21 www. HulsbergEngineering.com FLORIDA C.A. NUMBER: 25846 0 M „.y` "JQ�iS�y[ .4y.J�3�V 4p�;'r�+•� �4�a0aa�+"j� r ��'�.. a ♦ef '4 �Q "" - r •+ c�� Y q V 4 ib46N, PE p o. 50791 SECTION- SDWC 15600 m CLIENT: RIVERSIDE HOMES m PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) t JOB NUMBER:COUNTY: s 17-0215 DUVAL OFFICE COpy j SCALE: 1/n = 1,-0" (U.O.N.) 7) E DO NOT SCALE THIS DRAWING 41 z RELEASE DATE: 03-10-17 a REVISIONS: THREADED ROD LEGEND: - NOTE: • _ %" THREADED ROD FROM EACH FRONT POST SHALL BE TREATED FOUNDATION TO DOUBLE PLATE. DRAWN BY: 44 POST ON ABU44-Z POST BASE (4" MINIMUM EMBEDMENT REQUIRED) CMF a CHECKED BY: FSS STRAP POST TO EACH BEAM ABOVE O = THREADED ROD FROM WITH (1) H6 -Z CLIP OR (1) MSTA24-Z FOUNDATION TO UPPER rirLE. TYPICAL ALL POSTS - (U.O.N.) FLOOR DOUBLE PLATE. -TIE -DOWN LAYOUT SEE DETAIL "F" ON SHEET SD -7 (4" MINIMUM EMBEDMENT REQUIRED) - FIRST FLOOR 4 SHEET: ❑ = HOLDOWN (AS NOTED) - INSTALLED AT SILL PLATE S-5 I❑ U U O o 0 N Z � M � zi Luo U)m m pw as cn 0 o U) x� a �w om a Qof 0 U) o FULL HEIGHT WALL SHEATHING J SSP TOP & BOTTOM @ 32" O.C. ANDY" x 4%" SDS SCREWS INTO (2) 2x6 BUILT-UP' °1 POST (MIN.) I� I� (2) 2x6 BUILT-UP, POST (MIN.) SP TOP & BOTTOM @ 32" O.C. AND)/4" x 4Y" SDS SCREWS INTO EACH INTERSECTING SP TOP & BOTTOM @ 32" O.C! ANDY" x 4%" SDS SCREWS INTO FLOOR TRUSS BELOW @ 32" O.C. WALL LAYOUT - SECOND FLOOR NOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 9'-1 Ys" - U.O.N. 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 9'-1 Ya" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS OFFICE COPY 1I J THREADED ROD LEGEND: N • = 8" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE. SD -5 (4" MINIMUM EMBEDMENT REQUIRED) TYPICAL ALL THREADED ROD FROM - EXTERIOR WINDOW AND FOUNDATION TO UPPER DOOR OPENINGS FLOOR DOUBLE PLATE. (4" MINIMUM EMBEDMENT REQUIRED) 3 = HOLDOWN (AS NOTED) s INSTALLED AT SILL PLATE E SHEARWALL LEGEND: - AT INDICATED SHEARWALL NON-BEARING WALL S DETAILS "A" &"B" ON SHEET SD -3 - U.O.N. O = BEARING WALL s s SIZE 3 _SW -6_ J T4ULSBERG 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. WMBER: 25846 kr rN iu w yam q y �y E� .. ' , OMMENTS°.tpt�r�:rer.;i:en?a�Ry'b '�ol LIENT: RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) JOB NUMBER: COUNTY: 17.0215 DUVAL SCALE: DO NOT SCALE THIS DRAWING RELEASE DATE: 03-10-17 BY. CMF !D BY: WALL LAYOUT SECOND FLOOR SHEET: S-6 o = SHEARWALLS FASTENED WITH N 8d COM (0.131" x 2Yz") NAILS @ - 6" O.C. ON EDGES AND 12" O.C. SD -5 ON INTERMEDIATE SUPPORTS TYPICAL ALL _ SW -3 EXTERIOR WINDOW AND O = SHEARWALLS FASTENED WITH DOOR OPENINGS 8d COM (0.131" x 2)/2") NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON INTERMEDIATE SUPPORTS 9 SBS = SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND - SHALL BE NAILED @ 3" O.C. TOP AND BOTTOM PER DETAILS "A" &"B" ON SHEET SD -3 - U.O.N. WOOD FRAMED HEADER LEGEND: m s SIZE 3 OF HEADER 2 2x HEADER J K QUANTITY QUANTITY OF JACKS OF KING STUDS - NOTE: ALL WOOD FRAMED LOAD BEARING HEADERS - SHALL BE MINIMUM (2) 2x6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE - INSTALLED WITH MINIMUM (2) JACKS AND - (1) KING STUD AT EACH HEADER. ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) T4ULSBERG 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. WMBER: 25846 kr rN iu w yam q y �y E� .. ' , OMMENTS°.tpt�r�:rer.;i:en?a�Ry'b '�ol LIENT: RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) JOB NUMBER: COUNTY: 17.0215 DUVAL SCALE: DO NOT SCALE THIS DRAWING RELEASE DATE: 03-10-17 BY. CMF !D BY: WALL LAYOUT SECOND FLOOR SHEET: S-6 ................. 2x12 LED ER w/ (3 Ya" x 4Y" SDS SCREWS, AT EACH INTERSECTING ........ FLOOR TRUSS EN (24" O.C. MAX) �7 2x6 TREATED LEDGER O w/ 4 0.131" x 3" NAIL AT EACH INTERSECTING I TRUSS WEA I�nv�i 'l 4'-0" LOWER ROOF LAYOUT ONS NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR SIf1F nF THF WAI I TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT ALL TRUSSES (ROOF) H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 NU I t: 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) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS BEAM SCHEDULE BEAM I.D. BEAM SPECIFICATIONS BM1 (2) 1 4" x 20" 2.0E LVL 2x6 TREATED LEDGER w/ (4) 0.131" x 3" NAILS AT EACH INTERSECTING TRUSS WEB ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEn2tbring.com FLORIDA C.A. NUMBER: 25846 a CLIENT: RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES • A t JOB NUMBER: COUNTY: g 17-0215 DUVAL SCALE: E DO NOT SCALE THIS DRAWING RELEASE DATE: 03-10-17 REVISIONS: DRAWN BY: CMF CHECKED BY: FSS OFFICE COPY( TITLE LOWER ROOF LAYOUT SHEET: S-7 -171 L— I _ I GABLE BRACE LOCATIONS SEE DETAIL "F" ON SD -6 T-0" 3'-0" LOCATIONST 3'-0" 3'-0"— ll GABLE BRACE - - 1 -SEE DETAIL "F" ON SD -6 y UPPER ROOF LAYOUT NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR JIUc v_ r i pc yynLL -- TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT M01 HTS24 HTS24 H2.5T OR H2.5T OR H2.5T OR ALL OTHER TRUSSES SDWC 15600 SDWC 15600 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) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL 5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS OFFICE COPY 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 FLORIDA C.A. NUMBER: 25846 0 �4l�yiRAl4'! 4d! Ofgy! �s.. 3 � fa+ ��sT. ✓i�f 4� 't�. ' p. RIVERSIDE HOMES al96 ATLANTIC BEACH C.C. (WEST INDIES • A) li JOB NUMBER: 17-0215 COUNTY:DUVAL s 3 SCALE: y.. =1' 0" (U.O.N.) DO NOT SCALE THIS DRAWING RELEASE DATE: 03-10-17 DRAWN BY: CMF CHECKED BY: FSS TITLE: UPPER ROOF LAYOUT S-8 ROOF SHEATHING INCREASE NAIL SIZE TO 0.120"x 3" RING SHANK IN OVERHANG AREA 1x6 T&G DECKING 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS LOWER RAFTER TO ALIGN WITH BOTTOM OF T & G OVERHANG I EXTEND RAFirER PAST DIAGONAL 0. 131"x 3" NAILS @ 8" 0.C: STAGGERED A ROSS ALL INTERSECTING ME OBERS THROUGH TRUSS INTO F AFTER FROM OPPOSITE SIDES OF IOTCH ENGINEERED TRUSS WALL ELEVATION 2x6 RAFTER SLOTTED INTO GAP BETWEEN IPORNER HIP JACKS LOWER RA TER TO ALIGN WITH BOTTOM 0 T & G WALL :RED HIP TRUSS PLAN VIEW CORNER HIP RAFTER DETAIL S-9 DOUBLE PLATE_ 12' PLATE LOAD BEARING- HEADER V W� 2x6 RAFTER SISTERED TO SIDE OF TRUSS LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) ENGINEERED TRUSS WALL ELEVATION 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) PLAN VIEW RAFTER TAIL DETAIL S-9 ENGINEERED TRUSS WALL •L129101 _ar 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 a .�q¢i1iGi'¢"P31s .��i'��g� 'b+•rt's _"4 t irk ,y' ^'r�'• t -A P •��/ `--v M100-, a Pj,�ir 'sse l L,3P 50791 COMMENTS RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) t JOB NUMBER: COUNTY: 17-0215 DUVAL SCALE: E DO NOT SCALE THIS DRAWING H RELEASE DATE: 03-10-17 DRAWN BY: CMF CHECKED BY: FSS TITLE: DETAILS of S-9 V-8" TRANSOM OVERHANG 3'4" OTE: 0.131"x 3" ATTACH BOX BEAM TO ROOF SHEATHING STAGGERED INTERSECTING JACK STUD INCREASE NAIL SIZE TO ALL INTERSECTING AT EACH END wl (4) 0.131" x 3" 0.120"x 3" RING SHANK IN TOENAILS TOP & BOTTOM MIN. 8%" REQUIRED FASTEN TOP & BOTTOM MEMBERS BETWEEN -- TO EACH PLY wl 0.131" x 3" NAILS TRANSOM & @ 6" O.C. (TYP.) WINDOW Y, % 3) 2x6 SYP No. 2 BOX BEAM TOP OF WINDOW / DOOR OPENING 1 w/ FLATWISE 2x6 SYP No. 2 TOP & BOTTOM WINDOW / SLIDING GLASS DOOR SECTION -TRANSOM FRAMING AT 16' WIDE OPENINGS S-9 2x6 RAFTER SISTERED TO SIDE OF TRUSS LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) ENGINEERED TRUSS WALL ELEVATION 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) PLAN VIEW RAFTER TAIL DETAIL S-9 ENGINEERED TRUSS WALL •L129101 _ar 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 a .�q¢i1iGi'¢"P31s .��i'��g� 'b+•rt's _"4 t irk ,y' ^'r�'• t -A P •��/ `--v M100-, a Pj,�ir 'sse l L,3P 50791 COMMENTS RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) t JOB NUMBER: COUNTY: 17-0215 DUVAL SCALE: E DO NOT SCALE THIS DRAWING H RELEASE DATE: 03-10-17 DRAWN BY: CMF CHECKED BY: FSS TITLE: DETAILS of S-9 V-8" OVERHANG 3'4" 0.131"x 3" NAILS @ 8"0 .C. ROOF SHEATHING STAGGERED ACROSS INCREASE NAIL SIZE TO ALL INTERSECTING MEMBERS 0.120"x 3" RING SHANK IN OVERHANG AREA 1x6 T&G DECKING 2x6 RAFTER SISTERED TO SIDE OF TRUSS LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) ENGINEERED TRUSS WALL ELEVATION 2x6 RAFTER SISTERED TO SIDE OF TRUSS. LOWER RAFTER TO ALIGN WITH BOTTOM OF T&G (i.e. RAFTER IS NOT CUT OR NOTCHED) PLAN VIEW RAFTER TAIL DETAIL S-9 ENGINEERED TRUSS WALL •L129101 _ar 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 a .�q¢i1iGi'¢"P31s .��i'��g� 'b+•rt's _"4 t irk ,y' ^'r�'• t -A P •��/ `--v M100-, a Pj,�ir 'sse l L,3P 50791 COMMENTS RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) t JOB NUMBER: COUNTY: 17-0215 DUVAL SCALE: E DO NOT SCALE THIS DRAWING H RELEASE DATE: 03-10-17 DRAWN BY: CMF CHECKED BY: FSS TITLE: DETAILS of S-9 BRICK VENEER WITH 1" AIR SPACE ULSBERG AND WALL TIES BRICK VENEER WITH 1" AIR (1) #5 CONT. ¢ ENGINEERING, INC. ❑ CONT. FLASHING; PROVIDE WEEP HOLES E:1@ 33"O.C. ❑ SPACE AND WALL TIES CONT. FLASHING; PROVIDE FILL JOINT WITH ELASTOMERIC SILL PLATE SILL PLATE JOINT FILLER N HEIGHT OF CURB VARIES (8" _�H 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 SILL PLATE GROUT AIR SPACE BELOW FLASHING X a WEEP HOLES 33"O.C. @ z CONCRETE SLAB MAX.)P: 6" MIN.' - 904.886.2401 F: 904.260.4367 CONCRETE SLAB ❑ GROUT AIR SPACE BELOW C','I =w.HulsbergEngineenng.com 00 ww -FLORA . NUMBER: 25846 N' S LL FLASHING ✓�-- >-- GRAD E— CONCRETE SLAB \ z PLA F ` E CONCRETE SLAB GRADE y(1)#5CONT. GRAD ��: �v�vv�v��v�' �� <— - �j��\��%<� �i�w��/% \\8" CMU STEMWALL WITH (1) #4 @ 48"O.C. z %Aw�� /jv��A�� .,,r* w ..�x "a 8" 48"O.C. F o �ivjij AND IN EACH CORNER.!, CMU STEMWALL WITH 1 O #4 v,vi�v @ d =_{�j �j��j� AND IN EACH CORNER. o z Vii_ 45 oD ��ij�i FILL CELL SOLID AT EACH #4 REBAR. �L HOOK REBAR 12" INTO UPPER VAS + VSA/��A FILL CELL SOLID AT EACH #4 REBAR. �- 2�I � /A/ . . j�A/�A// COURSE HOOK REBAR 12" INTO SLAB AND 6" INTO \ \ /` ��V\��\�� ti i \ \! OF BLOCKS AND 6" INTO FOOTING.' 6 1'-0" ONESTORY-(2 #) 5CONT. p �. FOOTING. 6 vi��`i� v� 5' V-4" TWO STORY - (2) #5 CONT. CSS !� w 1'-8" I ONE STORY - 2 #5 CONT. 1-5" ONE STORY - (3) #5 CONT. 1'-8" ONE STORY - (2) #5 CONT. 1' 8" TWO STORY - (3) #5 CONT. a`F .+,2a`'` , V-8" TWO STORY - (3) #5 CONT. 1-9" TWO STORY - (3) #5 CONT. A SECTION - STEMWALL WITH BRICK SECTIO - MONOLITHIC WITH BRICK D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACTSD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT a c MENTS: ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. - t X a CONCRETE SLAB OFFICE COPY SILL PLATEv —i E CONCRETE SLAB `' SIL - PLATE CONCRETE SLAB/ % j j E GRADE�jvj��j��j�� CONCRETE SLAB GRADE , RADE r / (1) #5 CONT.��,#5CONT. --' RADE A!/\ \ V�/V�/ V! T i �w!ivv vA8" CMU STEMWALL WITH (1) #4 @ 48"O.C. ° v AND IN EACH CORNER. CN �i��A v�iv%V�� v��i , , `iv�iv�i ii ��ii o ,=`vv�v ��yvv�vv ADD 8" x 16" CMU TO INSIDE OF �v vi vv � �,� FILL CELL SOLID AT EACH #4 REBAR. � � , , j�Aj��<� - � . �w � �° °� ��_� � STEMWALL AT POST LOCATION HOOK REBAR 12" INTO SLAB AND 6" INTO WITH (1) #4 VERTICAL IN EACH FOOTING. ONE STORY - (2) #5 CONT. (AS NOTED) REINFORCEMENT (AS NOTED) F 1'-8" I ONE STORY - (2) #5 CONT. T-4" TWOSTORY (2) #5 CONT. AS NOTED REINFORCEMENT (AS NOTED) T-8" TWO STORY - (3) #5 CONT. B SECTION - STEMWALL SECTIO - MONOLITHICE SECTION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT THICKENED EDGE - SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. BRICK VENEER WITH 1" AIR SPACE * * ALTERNATE: MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS (SEE DETAIL R ON SHEET SD -2) * * FCLIENT: AND WALL TIES 3 RIVERSIDE HOMES CONT. FLASHING; PROVIDE WEEP HOLES STHD14 STRAP NAILED TO @ 33-O.C. BRICK VENEER WITH 1" AIR SPACE a _ GARAGE DOOR POST. <� GROUT AIRSPACE BELOW FLASHING AND WALL TIES PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING m PROJECT: - ❑'' a (1) #5 CONT. � CONT. FLASHING; PROVIDE WEEP DOOR POST. BEND STRAP INTO z �' AS SHOWN. FOOTING AS SHOWN. 96 ATLANTIC BEACH C.C. o � SILL PLATE N HOLES @ 33"O.C• � p o u z (IIVEST INDIES • A) JOB NUMBER: COUNTY: - FILL JOINT WITH ELASTOMERIC 6' MIN. GROUT AIR SPACE BELOW FLASHING17 a �'12 JOINT FILLER g SIL HEIGHT OF CURB VARIES (8"MAX.) ¢ Lu `~" Lu Y w SCALE: ✓—s--�= o PLA - E CONCRETE SLAB1' _ = F- #4 WITH 6" HOOK INTO FOOTING z p Y8" = O" U.O.N. ��ivviv�i v` GRADE v V CONCRETE SLAB � GRAD ❑ z — — — AND BENT 12" MINIMUM INTO '0 Of � � a o DO NOT SCALE THIS DRAWING RELEASE DATE: 03-10-17 �� Av�A,�A� �iv�iv v` - iv �° i�vvv� THICKENED EDGE. 8" CMU STEMWALL WITH (1) #4 @ 48"O.C. o z_ \/A / �v� GRADE n n REVISIONS: AND IN EACH CORNER. 2� 00,e� a V// s'So%/�A� \\ • * \\ FILL CELL SOLID AT EACH #4 REBAR. j / \ / y 7j,\ �\ /GRADE 11 HOOK REBAR 12" INTO UPPER COURSE vti;�Av�w i OF BLOCKS AND 6" INTO FOOTING. 5 \ V \\ !`i \ \i a E _ / a / a^ X\ �% � - — = � � ��w/www °-� � �- _ � ��A/\ =DRAWN BY: CMF 6" T-5" 1 5" ONE STORY - 3( ) #5 CONT. 1 g„ TWO STORY 3)#5 CONT. O � �v v� /Xxxw� v /i�/v//��i`T iivi vviv/�� v/ �iv� CHECKED BY: 1 8' ONE STORY - (2) #5 CONT. 6 M1�= ,!� �� w��ww wv��` NOTE: iw%V�aw!w! y vvw�� A��!` REINFORCEMENT IS NOT REQUIREd� �� FSS TITLE: TWO STORY - (3) #5 CONT. �� !�/ TO PASS THROUGH SLOTS IN STRAP. - FOUNDATION DETAILS SECTION - STEMWALL AT GARAGE WITH BRICK SECTIO - MONOLITHIC AT GARAGE WITH BRICK F DETAIL - PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION MONOLITHIC SHEET 1 of 2 iSD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. � SHEET: ^ D — J 0 — —' SHOWER AREA SHOWER AREA 2 MSTAM36-Z STRAPS O ULSBERG H MONOLITHIC FOOTING NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC. — WITH (13) 10d COM NAILS 11481 OLD ST. AUGUSTINE RD., SUITE # 202 8" CMU STEMWALL 3" MAXIMUM OVERHANG JACKSONVILLE, FL. 32258 (OPTIONAL) <Nli FASTEN STRAP TO FOUNDATION P: 904.886.2401 F: 904.260.4367 FORM EDGE PLAN VIEW CONCRETE SLAB �LL a al WALL WITH ((8)X" x 2X" CONCRETE �' www.Hulsber En ineerin .cam 9 9 9 FLORIDA C.A. NUMBER: 25846 PLAN VIEW SCREWS IN I U MASONRY OR 0 _ ,�.-s35b�&A�'fgdC rllate,. 8)X" x 1 X" CONCRETE vA, v vA v�> CREWS INTO CONCRETE. CONCRETE SCREWS SHALL BE �t®: 'C7 POWERS "TAPPER" WITH PERMA-SEAL �4 s a� ems' (1) #4 CONT. /A \ );P5 CONT. GRADE v\\ \\ FINISH OR EQUAL. bti" Aa �� 6" MIN. X a HEIGHT OF CURB VARIES SILL v ILL 1) #4 CONT. V /vv/ xX 8" CMU STEMWALL WITH (1) #4 @ � ;/,viy/iii v �vv48"O.C. AND IN EACH CORNER. o �` // y/ ' \/\\ FILL CELL SOLID AT EACH #4 = -- -- / / \\\ STRAP SHALL BE COVERED WITH SIDING OR STUCCO ``" d j �. �+j .� w PLATE CONCRETE SLAB � PL .� zi TE \ HEIGHT OF CURB VARIES (8" MAX.) 6" MINA'` \\ ��/i /iv�i Vim' VA�v` REBAR. HOOK REBAR 16" INTO PORCH SLAB AND 6" INTO v�� vvjvAjv�� /,v//v�/ NOTE: THIS DETAIL MAY BE SUBSTITUTED FOR d ; GRADE- VA/VAjVA/VA ? 1 CONCRETE SLAB �i/- j ,��ij/ FOOTING. 6 EITHER THE PA51 STRAP (STEMWALL) ��;� a �� r� - fi GRAD v/� \ \ %\% /v/iv v/ivy _ �, a 2 #5 CONT. V-8", () — OR THE STHD14 STRAP (MONOLITHIC). ( ) n \ \ \ \ Jt x PIo 50 �k" . 8" CMU STEMWALL WITH 1 #4 48"O.C. O @ v��/xF1 VAS VA/SA o AND w EACH coRNER.vv/vv/ •• avv,� L SECTION - PORCH STEMWALL R DETAIL - EMBEDDED STRAP ALTERNATE vv/ vj/SZ/ FILL CELL SOLID AT EACH #4 REBAR. iv/ // // j/Ay/v�� _ \\\ /v� j� HOOK REBAR 12" INTO SLAB AND 6" INTO wA,�,�y�y�/ /��/vAv� SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -2 2 FOOTING. 6" =v�av��=� ENGINEER FOR ADDITIONAL REQUIREMENTS. T-0" ONE STORY - (2) #5 CONT. V-8" ONE STORY - (2) #5 CONT. 1'-4"TW�(2) #5 CONT. NOTE: E T-8" TWO STORY (3) #5 CONT. SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) AS SOON AS THE CONCRETE HAS HARDENED ENOUGH E SECTION - STEMWALL AT EXTERIOR WALL SHOWER SECTI N -MONOLITHIC AT EXTERIOR WALL SHOWER NOTDAMAGED DURING THE CUTTER PROCESS: G CONCRETE SLAB (TYPICALLY 1 -4 HOURS IN WARM WEATHER) (TYPICALLYLL SD -2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ro FILL CUT WITH 1" DEEP xY8" WIDE SAW \ ELASTOMERIC CUT AT DENOTED �J GRADE CJ�1) #5 CONT. FILLER LOCATIONS. m 3 SILL CONCRETE SLAB CONCRETE SLAB , \/ $" CMU STEMWALL WITH O1 #4@ a e W PLATE ----- -�- - 48 O.C. AND IN EACH CORNER. �_ FILL CELL SOLID AT EACH #4 a C? ij,ij�i ��- - �� ' );�� REBAR. HOOK REBAR 16" INTO PORCH SLAB AND 6" INTO v, �77 FOOTING. OFFICE COPY V-8" 1 (2) #5 CONT. CONCRETE SLAB 1'4" _ ONESTORY (2) #5 CONT. (1) #5 CONT. -- - — -- CLIENT: V-8" TWO STORY - (3) #5 CONT. M SECTION - PORCH STEMWALL WITH BRICK T SECTION - TYPICAL SAW -CUT CONTROL JOINT RIVERSIDE HOMES SECTION INTERIOR BEARING K ECTION - THICKENED EDGE H - sD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. SO2 = SD -2 SD -2 m PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A J JOB NUMBER: 17-0215 COUNTY: DUVAL TREATED POST SCALE: BEARING POST AS NOTED ( ) 38.. = 1'-0" (U.O.N.) CURB HEIGHT VARIESCONCRETE SLAB CONCRETE SLAB TABU_ POST BASE WITH PAVERS BY OTHER o DO NOT SCALE THIS DRAWING Z; RELEASE DATE: � SILL�j CONCRETE SLAB e" GALV. ANCHOR EMBEDDED PLATE o; + % ;-CURB HEIGHT VARIES � 12" (SET -XP ADHESIVE) 03-10-17 s REVISIONS: �_ D _ _ �_ �cf) LLJ _ T a �, /�//� ' z w/va i�//�/,� 8" TALL, 12" SQUARE GROUTED m %x i CMU OR CAST -IN-PLACE CONCRETE �� dam° PEDESTAL ON 24"X 24"X 12" PAD DRAwN BY: C MF �iTv/`v ¢/TX/ „ CHECKED BY: FSS AS NOTED REINFORCEMENT (AS NOTED) - S N T _g T (1) #4 CONT. 2 0 FOOTING WITH (2) #5 EACH WAY TITLE: FOUNDATION DETAILS 1'4" ONE STORY - (2) #5 CONT.- 1-8 TWO STORY - (3) #5 CONT. SHEET 2 of 2 SECTION BEARING STEPDOWN SECTION -INTERIOR BEARING PAD FOOTING Q SECTION -NON-BEARING STEPDOWN U DETAIL -PAD FOOTING AT PAVERS SHEET: SD -2 J - P SD -2 SD -2 SD -2 SD -2 e X16" OR 1%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF ROOF COVERING (BY OTHERS) '/32" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOF ROOF TRUSSES ULSBERG %2" RATED SHEATHING, EXPOSURE I - METAL ROOF ENGINEERING, INC. FASTEN WITH 0.113" x 2 a" RING SHANK NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. - 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 CONNECTOR AT EACH TRUSS - — P: 904.886.2401 F: 904.260.4367 (SEE TRUSS CONNECTION SCHEDULE) / www.HulsbergEngineerng.com FLORIDA C.A. NUMBER: 25846 NOTE: TRUSS TO WALL CONNECTION CORNICE DETAIL-�/ E ,Qq"+,,a�asaestee:ar,p HARDWARE MUST BE INSTALLED (BY OTHERS) a �� ON THE EXTERIOR SIDE OF THE WALL f 2x_ No.2 SPF OR No. 2 SYP / GYPSUM BOARD .a — SUBFASCIA WITH (2) 0.131"x 34'�s°� �(2)2x ENDNAILS AT TRUSS (U.O.N.) _ SYP #2 DOUBLE PLATE (U.O.N.)�g. o $ a WALL SHEATHING SHALL EXTEND TO TOP OF ' ,4� DOUBLE PLATE IN ALL LOCATIONS AND SHALL BE NAILED @ 3-O.C. TO THE TOP PLATE OF THE r % r '�.® 4`' 1T DOUBLE PLATE (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) °.s�,s 6s.FI No"5Q79f'' 0 ENTS: SEE DETAIL "F" ON SD-4 FOR BETWEEN FLOOR %6" OR 1%2" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF ROOF COVERING (BY OTHERS) CONNECTIONS l�z" RATED PLYWOOD SHEATHING, EXPOSURE I -TILE ROOF ROOF TRUSSES 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO RIM j 2�z" € '%z" RATED SHEATHING, EXPOSURE I -METAL ROOF BOARD WITH 0.131"x 34" NAILS @ 6-O.C. � — "RATED STURD-I-FLOOR (T&G) SHEATHING � FASTEN WITH 0.113" x 2 %" RING SHANK GLUED AND NAILED. FASTEN WITH 0.131"x2/2" El NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. / RING SHANK @ 6"O.C. ON EDGES AND 12"O.C. IN THE FIELD. CONNECTOR AT EACH TRUSS % (SEE TRUSS CONNECTION SCHEDULE) Y" CLEARANCE BETWEEN PANELS s NOTE: BETWEEN FLOORS FLOOR JOIST (I-JOIST SHOWN, SAWN JOIST TRUSS TO WALL CONNECTION CORNICE DETAIL �/ /SIMILAR - SEE SECTION "C" ON SD-4 FOR OPEN `\ / WEB - HARDWARE MUST BE INSTALLED (BY OTHERS) TRUSS) g ON THE EXTERIOR SIDE OF THE WALL 2x No.2 SPF OR No. 2 SYP GYPSUM BOARD GYPSUM BOARD SUBFASCIA WITH (2) 0.131"x 34' (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL JOIST TO PLATE WITH (2) 0.131"x 3Ya" ENDNAILS AT TRUSS (U.O.N.) TOENAILS - WALL SHEATHING SHALL EXTEND TO TOP OF (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) DOUBLE PLATE IN ALL LOCATIONS AND SHALL "%2" BE NAILED @ 3-O.C. TO THE TOP PLATE OF THE RIM BOARD (LSL OR LVL) FULL LENGTH RATED SHEATHING, EXPOSURE 1. DOUBLE PLATENAILING MAY ALSO BE ( '%z" FULL LENGTH RATED SHEATHING, EXPOSURE I.a m CLIENT: RIVERSIDE HOMES FASTEN WITH 8d COM OR 0.131"x 2y2" NAILS @ 6"O.C. ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. STAGGERED ACROSS BOTH PLATES) FASTEN WITH 8d COM OR 0.131"x 2y2" NAILS @ 6-O.C. ON (U.O.N.) (BLOCK ALL EDGES) EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS.GYPSUM BOARD (U.O.N.) (BLOCK ALL EDGES) _ 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. PROJECT: APPLY SHEATHING HORIZONTALLY FOR STUCCO (SEE WALL LAYOUT) 2x_ SPF #2 STUDS @ 16"O.C. -U.O.N. $ 96 ATLANTIC BEACH C.C. APPLICATIONS, EXCEPT THAT 7/ 16" STRUCTURAL 1 STUCCO (SEE WALL LAYOUT) APPLY SHEATHIN=SHEATHING _ RATED OR 15/ 32" RATED SHEATHING MAY BE APPLICATIONS, EXCTURAL 1 (WEST INDIES - A aJOB NUMBER: 17 0215 OUNTYINSTALLED DIAVAL INSTALLED VERTICALLY. RATED OR 15/ 32" Y BE VERTI SCALE: �^+ cc �+ OFF ICOPY � E INSET WALLY2" FOR STUCCO APPLICATIONS INSET WALL /2" FOR STUCCO APPLICATIONS DO NOT SCALE THIS DRAWING z RELEASE DATE: I 03-10-17 WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE 2x_ TREATED SYP #2 SILL PLATE WITH WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE - 2x TREATED SYP #2 SILL PLATE WITH a REVISIONS: IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. SIMPSON a" 0 x 6" TITEN HD IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. SIMPSON %" 0 x 6" TITEN HD (OR TITEN HD ROD COUPLER) (OR TITEN HD ROD COUPLER) DRAWN BY: Ile < a-- WITH 3"x 3"x'/a" WASHER @ 24"O.C. a,- Ila ^ WITH 3"x 3"x%" WASHER @ 24"O.C. w CMF m CHECKED BY: FSS TITLE: FRAMING DETAILS A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL SHEET 1 of 3 a SHEET: ID m -3 SD-3 SD-3 SHEATHING -SILL PLATE (BELOW) ULSBERG I -2x_ CORNER FRAMING FULL H� FIELD NAILING ( HEIGHT STUDS (TYPICAL) ENGINEERING INC. / III (2) ROWS OF 0" 3Ya" 11481 OLD ST. AUGUSTINE RD., SUITE # 202 - JACKSONVILLE, FL. 32258 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL TO BAND SHEATHING EXTENDS DOWN ONTO .131"x NAILS @ 12-O.C. - P: 904.886.2401 F: 904.260.4367 BOARD WITH 0.131"x 3Ya" NAILS @ 6"O.C. RIM BOARD MINIMUM 6" -- STAGGERED (TYPICAL) www.HulsbergEngineering.com TO ALLOW FOR NAILING _ - FLORIDA C.A. NUMBER: 25846 —EDGE NAILING AT SOLE PLATE E _ 0 2x_ BAND BOARD PER TRUSS MANUFACTURER �� 2X6 OR 2X8 FRAMED WALL - Ys" CLEARANCE BETWEEN PANELS RIM BOARD - SILL PLATE (BELOW) LLLLgLlL@Ll34 1lP4Agy Sys' BETWEEN FLOORS 2) ROWS 0.131"x 2Y" NAILS TAGGERED @ 6" O.C. REQUIRED 2x4 CORNER FRAMING FULL HEIGHT STUDS �r 'Y32" RATED SHEATHING RIM BOARD- IN UPPER AND LOWER SHEATHING -MINIMUM OF (3) 2x4 BLOCKS 12" LONG NAILED NAIL TO TRUSSES WITH (6) 0.131"x 2Y2" NAILS. /% MIN.%" SPACE BETWEEN PANELS \\ WITH (4) 0.131"x 3Ya" NAILS TO EACH ADJACENT ��,«', STUD THIS = i • ' 41, p TOENAIL TRUSS TO PLATE WITH / SHEATHING EXTENDS ABOVE DOUBLE \ PLATE MINIMUM 6" TO ALLOW FOR / ALTERNATE: INSTALL SOLID STUD IN _ SPACE z - '� a i (2) 0.131"x 3/a" NAILS NAILING � _ � � ` -2x4 CORNER FRAMING FULL HEIGHT STUD _ 0$-. 'a„ DOUBLE PLATE (U.O.N.) SEDGE NAILING AT DOUBLE PLATE ( 2) ROWS OF 0.131"x 3/a" > YLj�Y �.,F NAILS @ 12-O.C. 2x4 FRAMED WALL "^ OPEN WEB FLOOR TRUSS DETAIL - TYPICAL SHEATHING NAILING BETWEEN FLOORS J SECTION - TYPICAL FRAMING AT 90° CORNERS OFFICE COPS c SECTION - TYPICAL F SD -4 b E SD -4 SD -4 -NAIL SCAB TO TOP CHORD WITH (4) 0.131"x 34' NAILS METAL CONNECTOR REQUIRED METAL CONNECTOR f (SEE CONNECTION SCHEDULE) ---, NOT REQUIRED -ADD 2x4 VERTICAL SCAB IN EACH E TRUSS IF NO WEB IS PRESENT UPLIFT CONNECTOR (AS NOTED) (3) 0.131"x3X" NAILS TYPICAL AT EACH TRUSS - DOUBLE PLATE -DOUBLE PLATE 2x4 SPF BLOCKING- NAIL WITH (2) 3Y4' NAILS AT EACH END 2x4 X -BRACE ACROSS LENGTH OF SHEARWALL 2x SPF #2 STUDS @ 16"O.C. 2x SPF #2 STUDS @ 16"O.C. (0.131"x END NAIL OR TOENAIL) NAIL SCAB TO PLATE WITH (3)THREADED 0.131"x 3,44" TOENAILS24O.C. ROD ASSEMBLY OR CONCRETE 10d CUT NAIL OR ' QUICK -TIE AT NOTED SPACING @" ax 3 a" TAPCON" TRUSS (AS NOTED) SCREW @ 32"O.C. TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE PLATE WITH 2x TREATED SYP #2 2x TREATED SYP #2 PLATE SILL PLATE - NAIL PORCH SHEATHING AS NOTEDSILL 0.131"x 3Ya" NAILS @ 4"O.C. a EXTERIOR FRAMED WALL -DOUBLE PLATE --�- _ - MINIMUM /s" RATED SHEATHING, UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR EXPOSURE I FASTEN AS NOTED ROOF WITH UPLIFT RELEASED CLIENT: ON WALL LAYOUT (BLOCK ALL EDGES) SECTION -EXTERIOR WALL PERPENDICULAR TO TRUSS G SECTION -INTERIOR SHEARWALL PERPENDICULAR TO TRUSS METAL CONNECTOR RIVERSIDE HOMES D METAL CONNECTOR OR (AS NOTED) ONLY APPLIES WHEN REFERENCED SD -4 SD -4 SECTION BLOCKING REQUIRED a PROJECT: (AS NOTED) SIMPSON SDWC 15600 SCREW @ 32-O.C. U.O.N. o 96 ATLANTIC BEACH C.C. o (WEST INDIES - A) JOB NUMBER: COUNTY: DUVAL -NAIL EACH END OF BLOCKING TO DOUBLE PLATE DOUBLE PLATE BOTTOM CHORDS WITH (3) 0.131"x 3Ya" $ SCALE: TRUSS (AS NOTED) -INSTALL 2x4 BLOCKING BETWEEN 2x SPF #2 STUDS @ 16"O.C. E a " = 1'-0" (U.O.N.) 2x4 SPF NAILER- NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12"O.C. SHEATHING AS NOTED ( ) SIMPSON SDWC 15450 SCREW DO NOT SCALE THIS DRAWING d RELEASE DATE: 0.131"x 34" NAILS @ 6"O.C. -BOTTOM CHORD OF TRUSS 2x SPF #2 STUDS @ 16"O.C. @ 32"O.C. - U.O.N. 03-10-17 -----NAIL EACH BLOCK TO DOUBLE PLATE WITH (3) ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 a REVISIONS: 12 0.131 "x 3 X" NAILS z: SPACING (48" O.C. MAXIMUM) SILL PLATE _ 2x TREATED SYP #2 ANCHOR BOLTS AT NOTED _ NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE SILL PLATE PACING 32" O.C. MAXIMUM ( ) DRAWN BY: CMF EXTERIOR FRAMED WALL MINIMUM %s" RATED SHEATHING, CHECKED BY: FSS EXPOSURE I FASTEN AS NOTED - - - — TITLE: FRAMING DETAILS ON WALL LAYOUT (BLOCK ALL EDGES) SHEARWALL UPLIFT (ROOF) - SCREWS SECTION EXTERIOR WALL PARALLEL TO TRUSS SECTION INTERIOR SHEARWALL PARALLEL TO TRUSS SECTION - INTERIOR WALL CONDITIONS BEARING AND/OR SHEARWALL - SHEET 2 of 3 E - H - K SD-4SD-4 THIS SECTION ONLY APPLIES WHEN REFERENCED SD -4 SHEET: SD -4 (TYPICAL DOUBLE PLATE SPLICE) 48" MINIMUM SPLICE LENGTH MINIMUM NAILING OF (16) 0.131"x 3" NAILS IN THIS ZONE. JOINT IN LOWER PLATE rl STUD TO PLATE NAILING STUD SIZEI ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) BUILT-UP CORNER POST NAILING AT STUD TO DOUBLE PLATE SILL PLATE /—NAILING AT STUD 4" MIN., II u u u u12" MAX. u ,moi DETAIL - TYPICAL WALL FRAMING CONDITIONS SD -5 ALL NAILS NOTED ARE 0.131"x 34" PLATE NOTE: REFER TO DETAIL "N" ON SD -5 FOR NAILING REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL HEADER TO KING STUD CONNECTION (SEE TABLE) IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH 0.131"x 3" NAILS @ 6"O.C. STAGGERED JACK STUD AND KING / STUD REQUIREMENTS (SEE WALL LAYOUT) JACKS AND KING STUDS (AS NOTED) HEADER (AS NOTED) 2x_ BLOCKING (TYPICAL) 3) 0.131"x 34' TOENAILS AT EACH ND (TYPICAL) NAIL EACH SILL PLY TO KING STUD WITH (3) 0.131"x 34" NAILSTOENAIL OR ENDNAIL (TYPICAL) BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1 Y" NAIL PENETRAI ION INTO MAIN FRAMING MEMBERS. (TYPICAL) (2) 2x_ SILL SHEATHING MAY CANTILEVER UP TO 2" MAXIMUM PAST SUPPORTS. ALL WINDOW ATTACHMENTS MUE T BE ANCHORED INTO 2x MEMBERS. M DETAIL - TYPICAL ARCH TOP OPENING SD -5 LBUILT-UP HEADER WITH 0.131"x 3Ya NAILS @ 12"O.C. TOP AND BOTTOM (U.O.N.) NAIL EACH PLATE TO JACK STUD WITH (3) 0.131"x 34' NAILS -TOENAIL ORE NDNAIL (TYPICAL) DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61" (U.O.N.) �� •I II u u 12" MAX. ANCHOR BOLT (AS NOTED) BUILT-UP POST (WHEN NOTED ON WALL LA NAIL EACH PLY WITH 0.131"x 3'/a" NAILS @ 6"O.C. STAGGERED ---DOUBLE PLATE NAILING FLUSH HEADER CONDITION NAIL SHEATHING TO HEADER WITH (2�_ ROWS 0.131"x 2Yz" NAILS @ 6"O.C. NAIL SHEATHING TO HEADER WITH (6)- 0.131"x 2'Yz" AT EACH END (TYPICAL) 3" O.C. NAILING WITH 0.131"x 2 X NAILS INTO BOTTOM (TYPICAL) NAIL SHEATHING TO KING STU @ 12"O.C. MINIMUM. TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAIL PLATES WITH 0.131"x 3" NAILS @ 8"O.C. STAGGERED TYPICAL STUD TO DOUBLE PLATE CONNECTION SPH4 / 6 INSTALLED HORIZONTALLY 2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.) HEADER TO KING NAILING 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 9Y2" OR 94" LVL (5) NAILS PER PLY 11%"OR 114" LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL (8) NAILS PER PLY 2x_ TREATED SYP #2 SILL PLATE TYPICAL STUD TO SILL PLATE CONNECTION (SEE TABLE) ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com QA:i .A;. : 25846 may}'cu E ��"'s, t ® o� &Atj sx _ °atea" ••s, O�1di^1� FLO?YD S SIMPSON, PE 0E No. 50791 CLIENT: 3 RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) i? I JOB NUMBER: COUNTY: EDGE NAILING PER SHEARWALL— REQUIREMENTS. NAILS MAYBE ":'pu,i� .r.. iii i i ihr.y�. ��Gq�h1��P•7 p0 1 • STAGGERED ACROSS TWO JA K�i�%6/ / / �.c y I /.: DO NOT SCALE THIS DRAWINf F/ RELEASE DATE: EDGE OF / / /� 03-10-17 ANCHOR BOLT REQUIRED WITHIN 6"-–r OF KING / JACK UNIT - MAY BE LOCATED ON EITHER SIDE. DETAIL - OPENINGS WITH SOLID SAWN, LSL, LVL, OR PSL HEADER DRAWN BY: CMF CHECKED BY: TITLE: FRAMING DETAILS SHEET 3 of 3 SHEET: SD -5 END VERTICAL BRACING REQUIREMENTS NOTE: BRACING BRITTLE FINISH FLEXIBLE FINISH 16"O.C. 24"O.C. 16"O.C. 24"O.C. NONE REQUIRED 0" TO 53" 0" TO 47" 0" TO 67" 0" TO 59" 2x4 L -BRACE 54" TO 114" 48" TO 99" 68" 70145" 60" TO 126" 2x6 L -BRACE 115" TO 182" 100" TO 158" 146" TO 232" 127" TO 201" DETAIL - TYPICAL VERTICAL BRACING AT GABLE END 2x4 SYP BLOCKING BETWEEN— LOOKOUTS EXTERIOR SHEATHING SHALL —I BE NAILED TO BOTTOM CHORD I OF TRUSS WITH 0.131"x 2 1/2" NAILS @ 6"O.C. (U.O.N. ON WALL LAYOUT) j SHEATHING ROOF TRUSS (BY OTHERS) WITH BRACE (IF REQUIRED) I TO REPLACE (1) ROW OF LATERAL BRACING INSTALL 2x4 No.2 SYP T -BRACE NAILED TO I I EACH PLY OF TRUSS WEB AT 6"O.C, WITH I I <'' 0.131" x 3" NAILS TO REPLACE (2) ROWS OF 11 j i LATERALBRACING INSTALL 2x6 No.2 SYP T- BRACE NAILED TO EACH PLY OF TRUSS _ = WEB WITH 0.131" x 3" NAILS @ 6"O.C. 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 E T TO WITH RATED ROOF SHEATHING EACH END TO ADJAC N USS (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) NAIL DIAGONAL BRACE TO TRUSS C WEB WITH (3) NAILS � I CONTINUOUS LATERAL BRACE (QUANTITY AND LOCATION DEFINED BY TRUSS SHOP , DRAWING.) 1 NAIL CONTINUOUS LATERAL BRACE TO EACH TRUSS WEB WITH (2) NAILS _ ---ROOF TRUSSES (BY OTHERS) (3) TRUSSES MIJIMUM 1) CONTINUOUS LATERAL BRACES SHALL FOR CONTINUA S LATERAL B CE BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) C DETAIL - TYPICAL LATERAL TRUSS BRACING SD -6 H2.5A AT EACH LOOKOUT NOTE: NAIL BRACE TO BLOCKING WITH (5) 0.131"x 34" NAILS ALL MEMBERS SHALL BE #2 SYP. 2x4 LOOKOUTS @ 4 8"O.C. FOR —2x6 BLOCKING BETWEEN TRUSSES WITH OVERHANG ROOF SHEATHING AS NOTED) (3) 0.131"x 3Y4"NAILS EACH END ROOF SHEATHING (AS NOTED BALLOON FRAMED STUDS (AS NOTED) SINGLE PLATE NAII. TO TRUSS BOTTOM CHORDWI TH 0.131" x 3Ya" NAILS @ 6"O.C. D DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT NOTE: sD-s INTERIOR CEILING PITCH IS EQUAL TO OR LESS THANX2 OF EXTERIOR ROOF BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER H2.5A AT EACH LOOKOUT FLEXIBLE FINISHES ARE WOOD SIDING, HARDI NEL, 2x4 LOOKOUTS BRICK VENEER, ETC. —RATED ROOF SHEATHING OVERHANG c>I a' 2x_ L -BRACE NAILED TO 2x4 SYP BLOCKING VERTICAL EB WITH = 0.131"x 3" NAILS @ 6"O.C. — -BALLOON FRAMED VERTICAL EB IN GABLE (AS NOTED) END TRUSS U F i 2x_ LOOK UTS AT 48"O.C. uj 16" OR 24" O.C. z SPACING (SEE TABLE), DETAIL - TYPICAL VERTICAL BRACING AT GABLE END 2x4 SYP BLOCKING BETWEEN— LOOKOUTS EXTERIOR SHEATHING SHALL —I BE NAILED TO BOTTOM CHORD I OF TRUSS WITH 0.131"x 2 1/2" NAILS @ 6"O.C. (U.O.N. ON WALL LAYOUT) j SHEATHING ROOF TRUSS (BY OTHERS) WITH BRACE (IF REQUIRED) I TO REPLACE (1) ROW OF LATERAL BRACING INSTALL 2x4 No.2 SYP T -BRACE NAILED TO I I EACH PLY OF TRUSS WEB AT 6"O.C, WITH I I <'' 0.131" x 3" NAILS TO REPLACE (2) ROWS OF 11 j i LATERALBRACING INSTALL 2x6 No.2 SYP T- BRACE NAILED TO EACH PLY OF TRUSS _ = WEB WITH 0.131" x 3" NAILS @ 6"O.C. 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 E T TO WITH RATED ROOF SHEATHING EACH END TO ADJAC N USS (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) NAIL DIAGONAL BRACE TO TRUSS C WEB WITH (3) NAILS � I CONTINUOUS LATERAL BRACE (QUANTITY AND LOCATION DEFINED BY TRUSS SHOP , DRAWING.) 1 NAIL CONTINUOUS LATERAL BRACE TO EACH TRUSS WEB WITH (2) NAILS _ ---ROOF TRUSSES (BY OTHERS) (3) TRUSSES MIJIMUM 1) CONTINUOUS LATERAL BRACES SHALL FOR CONTINUA S LATERAL B CE BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) C DETAIL - TYPICAL LATERAL TRUSS BRACING SD -6 H2.5A AT EACH LOOKOUT NOTE: NAIL BRACE TO BLOCKING WITH (5) 0.131"x 34" NAILS ALL MEMBERS SHALL BE #2 SYP. 2x4 LOOKOUTS @ 4 8"O.C. FOR —2x6 BLOCKING BETWEEN TRUSSES WITH OVERHANG ROOF SHEATHING AS NOTED) (3) 0.131"x 3Y4"NAILS EACH END ROOF SHEATHING (AS NOTED BALLOON FRAMED STUDS (AS NOTED) SINGLE PLATE NAII. TO TRUSS BOTTOM CHORDWI TH 0.131" x 3Ya" NAILS @ 6"O.C. D DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT sD-s INTERIOR CEILING PITCH IS EQUAL TO OR LESS THANX2 OF EXTERIOR ROOF PITCH H2.5A AT EACH LOOKOUT 2x4 LOOKOUTS 48"O.C. FOR OVERHANG ROOF SHEATHING (AS NOTED) 2x4 SYP BLOCKING BETWEEN LOOKOUTS ' — -BALLOON FRAMED STUDS 4 (AS NOTED) DOUBLE PLATE INTERIOR VAUL EXTERIOR SHEATHING SHALL BE NAILED TO LIPPE R PLY OF DOUBLE PLATE WITH �� — - -- — 0.131"x MY NAIL — S @ 6"O.C. (U.O.N. ON WALLLAYOUT) DETAIL BALLOON FRAMED GABLE END HIGH CEILING VAULT E - sD-s INTERIOR CEILING PITCH EXCEEDS'/ OF EXTERIOR ROOF PITCH i �3) 0.131"x 34" TOENAILS AT EACH LOOKOUT b TOP CHORD OF TRUSS. 2x4 BLOCKING REQUIRED BETWEEN LOOKOUTS 2x_ BARGE RAFTER I � I FASCIA (BY OTHERS) 2x4 LOOKOUTS @ 48"O.C. H3 CLIP OR EQUAL AT EACH I I LOOKOUT GABLE END TRUSS (DROP GABLE) I\\ 2x6 BRACE SPACED @ 48"O.C. UNLESS I I I OTHERWISE NOTED ON ROOF LAYOUT. ADD 2x4 T -BRACE NAILED @ 6"O.C. WITH 0.131"x MY NAILS IF BRACE LENGTH EXCEEDS 9'-0". h/ f i LSTA12, LTP4, OR SDWC 15600 @ 48"O.C. GBC CLIP- (2) REQUIRED AT EACH BRACE �I TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING 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 ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com fid 25846 E Nlt J 4 mi i r o p i 01 * s� c Y0f5. SIMPSON, PE FL PE No. 50791 CLIENT: 3 RIVERSIDE HOMES PROJECT. 96 ATLANTIC BEACH C.C. (WEST INDIES - A) t JOB NUMBER: COUNTY: _ - - - E1-0 DO NOT SCALE THIS DRAWING y RELEASE DATE: 03-10-17 IrrDRAWN BY: CMF I (CHECKED BY: TITLE: TRUSS BRACING AND GABLE DETAILS SD -6 MONOLITHIC FOUNDATION - EXTERIOR X" x 6" TITEN HD SCREW ANCHOR or 8" x 6" SCREW ANCHOR BY HURRI-BOLT, INC or X" THREADED ROD SET 4Y2" INTO ADHESIVE STEMWALL FOUNDATION - EXTERIOR Y2" THREADED ROD SET 7" INTO ADHESIVE INTERIOR APPLICATIONS - IF EDGE DISTANCE EXCEEDS 5" USE MONOLITHIC CONDITION B DETAIL - TYPICAL DTT2-Z INSTALLATION SD -7 (USP DTB-TZ SIMILAR) MONOLITHIC FOUNDATION - EXTERIOR Y2" x 12" TITEN HD SCREW ANCHOR or Y8" THREADED ROD SET 7" INTO ADHESIVE STEMWALL FOUNDATION - EXTERIOR %" THREADED ROD SET 12" INTO ADHESIVE INTERIOR APPLICATIONS - IF EDGE DISTANCE EXCEEDS 5" USE Y" x 12" TITEN HD SCREW ANCHOR or%" x 8" TITEN HD SCREW ANCHOR or X" THREADED ROD SET 6" INTO ADHESIVE C DETAIL - TYPICAL HTT5 INSTALLATION SD -7 (USP PHD5 SIMILAR) MONOLITHIC FOUNDATION - EXTERIOR X" THREADED ROD SET 15" INTO ADHESIVE STEMWALL FOUNDATION - EXTERIOR X" THREADED ROD SET 15" INTO ADHESIVE INTERIOR APPLICATIONS - IF EDGE DISTANCE EXCEEDS 5" USE %" THREADED ROD SET 8" INTO ADHESIVE D DETAIL - TYPICAL HDU8 INSTALLATION SD -7 (USP PHD6 SIMILAR) EXTERIOR BEAM (AS NOTED) DOUBLE PLATE NOTCH BEAM AS REQUIRED TO FIT BENEATH DOUBLE PLATE BEAM BEARS ON (2) 2x_ JACKS (TYPICAL - U.O.N.) CONDITION: 1 (NOTCHED BEAM) NAIL SHEATHING TO M1111 PLATE WITH N2 2Y ROWS OF 0.131"x " NAILS @6"O.C. AIL SHEATHING ALONG BOTTOM OF HEADER @ 3"O.C. `- INSTALL DSP CLIPS @ 24" O.C. OR SPH_ @ 32"O.C. EXTERIOR BEAM (AS NOTED) DOUBLE PLATE BEAM INSTALLED BENEATH DOUBLE PLATE BEAM BEARS ON (2) 2x_ JACKS (TYPICAL -U.O.N.) CONDITION: 2 (DROPPED BEAM) E DETAIL - EXTERIOR BEAM TO WALL CONNECTION SD -7 LAP BEAM PLIES AND NAIL AS SHOWN - (5) 0.131"x 3X4" NAILS PER PLY POST (AS NOTED) �H6 CLIP FROM POST III TO BEAM PT POST (AS NOTED) EXTERIOR BEAM III --ABU POST BASE (AS NOTED) (AS NOTED) PLAN IEW AT TOP OF POST •o M" THREADED ROD WITH NUT SET IN SD -7 .o ADHESIVE - -- (7" EMBEDMENT) a 4 i i o SIDE VIEW AT BASE OF POST DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST SIMPSON 8"O x 6" TITEN HD OR e" THREADED ROD SET IN ADHESIVE WITH MINIMUM 4" EMBEDMENT WITH 1" WASHER _ A DETAIL - ANCHOR BOLT _ SD -7 OUBLE PLATE UT WITH 2"x 2"x 16" WASHER t ALTERNATE: SIMPSON LBPSY SLOTTED VASHER WITH 1" WASHER. e"0 THREADED ROD ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 01 www.lAuWmoofin&eerina.com SIMPSON 8"0 x6?/4" TITEN HD ROD COUPLER( WITH 1" CUT WASHER OR !'THREADED ROD SET IN ADHESIVE WITH Q MINIMUM 5" EMBEDMENT WITH 1" CUT WASHER n •' d n o 11 iJ 3 DETAIL - THREADED ROD ASSEMBLY ALTERNATE ANCHOR: EXTERIOR BEAM _ Sim son ID 2 x 6' TITEN HD (AS NOTED) Fasteners (MECHANICALLY GALVANIZED) A35 MPA1 WITH 2" xX" WASHER H6 CLIP FROM n/a _ ABU44 -. Z POST TO BEAM 2200(SYP) LAP BEAM PLIES AND NAIL AS SHOWN - (5) 0.131"x 3X4" NAILS PER PLY POST (AS NOTED) �H6 CLIP FROM POST III TO BEAM PT POST (AS NOTED) EXTERIOR BEAM III --ABU POST BASE (AS NOTED) (AS NOTED) PLAN IEW AT TOP OF POST •o M" THREADED ROD WITH NUT SET IN SD -7 .o ADHESIVE - -- (7" EMBEDMENT) a 4 i i o SIDE VIEW AT BASE OF POST DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST SIMPSON 8"O x 6" TITEN HD OR e" THREADED ROD SET IN ADHESIVE WITH MINIMUM 4" EMBEDMENT WITH 1" WASHER _ A DETAIL - ANCHOR BOLT _ SD -7 OUBLE PLATE UT WITH 2"x 2"x 16" WASHER t ALTERNATE: SIMPSON LBPSY SLOTTED VASHER WITH 1" WASHER. e"0 THREADED ROD ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 01 www.lAuWmoofin&eerina.com SIMPSON 8"0 x6?/4" TITEN HD ROD COUPLER( WITH 1" CUT WASHER OR !'THREADED ROD SET IN ADHESIVE WITH Q MINIMUM 5" EMBEDMENT WITH 1" CUT WASHER n •' d n o 11 iJ 3 DETAIL - THREADED ROD ASSEMBLY 3 a L 1 0� FLOYD S. SIMPSON, PE FL PE No. 50791 CLIENT: RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) II JOB NUMBER: ICOUNTY:- I $ " =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING y RELEASE DATE: z 03-10-17 REVISIONS: DRAWN BY: CMF CHECKED BY: FSS 2 TITLE: METAL CONNECTOR DETAILS RI SD -7 Metal Connector Fastening Schedule _ Sim son ID USP ID Uplift Capacity fibs) Fasteners Anchorage U.O.N. A35 MPA1 We (12)0.131'x 1`/V n/a _ ABU44 -. Z PAU44 -TZ 2200(SYP) (12) 0.167 x 2`/.' or (12) 0.182" x 3W 516' w) 7" embed _ ABV83 -2 PAU66 - TZ 2300(SYP) (12) 0.167 x 2Y:' or (12) 0.102'x 3W 518" w/ T embed CS16. RS150 1705(SYP or SPF) (11) 0.149'x 3' in each end - (22) total n1a DSP ---- PT62 SYP or SPF) O .148' x 115' Tinto (6) 0-148'x 1 W into double plate........ n/a DTT2Z DTB-TZ 2145(SYP) 1835(SPF) (8) W x 11," SDS W wl_ aY" embed (mono) and 7" embed (stem) GBC HC520 n1a (5) 0.131' x 1W into gable brace (7) 0.131'x 2',' into double plate n1a H2.5A_ nla: use RT7 BOD(SYP) (5) 0.131' x 2W in each and - (10) total n/a 1-1151 n/a: use RT7 545(SYP or SPF) (5) 0.131' x 1W in each end - (10) total n/a H3 RT3A 455(SYP) (4) 0.131" x 214 in each end - (8) total nla HB LFTAS 95o(SYP) 820(SPF) (8) 0.131' x 2Y' in each end - (10) total n1a H8 HDO8 RTSA n/a: use UPHD8 745(SYP) 7630(SYP) 5495(SPF) (5) 0.148' x IW in each end - (10) total n1a embed (SET -XP only) (2D) Y.' x 3 SDS 7!8' w/ 15" P eox HDU5 PHD5 5845(SYP) 4065(SPF) (14) Y.' x 2K' SDS 518' w! 7- embed (mono) and 12' embed (stem) HDU8 HETA16 _.___. PHD6 . --ATM 6 .... __.__.. - .---1810(SYP)_._.. 6g70(SYP) 5020(SPF)-_-- (20) Y x 3" SDS (10)0148"x 1/:^ __._ __-___. 718 wl 15 embed (SETXP, epoxy -only) 4'dnbed HTS20. HTS24 or HTS3D HTW20, H1W24 or HTW30 1450(SYP) 1245(SPF) (10) 0.149"x 3' in each end - (20) total n/a HTSM16 or HTSM20 HTWM16 or HTWM20 1175 (SYP) (8) 0.148' x 3" into wood (4) W x 2%" Titen into CMU (4) A' x 1'/." Tden into concrete n1a HTr4 HTT4 4235(SYP) 3640(SPF) (18) 0.167 x 2W 518' w/ 7' embed (mono) and 12" embed (stem) HTTS LTP4-- HTT5 MP4F------n/a 5080(SYP) 4375(SPF) ___---_------(12)0.131'x (26) 0.167 x 2Y° - 1%' 518' w/ 7' embed (mono) and 17 embed (stem). n/a LSTA18 LSTAIB 1235(SYP) 1110(SPF) (7) 0.148'x 3" in each end - (14) total n/a LTS12 LTW 12 77 SYP B6 SPF) 6) 0.148- x 3" in each end - (12) total n1a MSTA24MSTA24 MSTAM24 ....-..... MSTA30 � --- MSTAM24-..-...-- MSTA30 ---- ---- 1840(SYP) 1455(SPF) �... 1500( SYP or SPF) --__ �- 2050(SYP) 1820(SPF) (9) 0.148' x Yin each end (18) total n1a - (9).0.148'x3"into wood -n1a ___-- (5) / x 2/." Tten into CMU (5) / x I%' Titen into concrete:_ �(11)0.149"x 3' In each end (22) total n/a MSTA36 MSTA36 20WSYP or SPF) 13 0.148 x T to each end - (26) total n1a MSTAM36 MSTAM36 1870(SYP or SPF) (13) 0.148'x Y into wood (a)Y x 211." Tien into CMU (8) '/,' x I'/." Tten into concrete n1a MTS12 or MTS20 MTW12 or MTW20 1000(SYP) 860(SPF) (7) 0.148'x Win each end - (14) total n/a MTSM16 or MTSM20 HTWM16 or HTWM20 86D(SYP) (7) 0.148' x 3" into wood (4) Y' x 2Y." Then into CMU (4) '/.' x 1%' Then into concrete n/a PA51 TA51 2940(SYP or SPF) (14) 0.162"x 2W or (14) 0.162'x 3W 4' embed SPH4 or SPH6 SPTH4 or SPTHB 680(SYP) 585(SPF) (12) 0.148" x I%, n/a SSP RSPTB 35D(SYP or SPF) (4) 0.148' z IW into studs (3) 0.148' x t'h' Into double plate n/a.. _ S'r1HD14 ISTAD14 4210(SYP or SPF) (30) 0.148` x 3 Y." 14' embed Notes: 1. All connectors arc manufactured by Simpson Strong -Tie or USP Structural Connectors (U.O.N) 2. SYP = Southern Pine; SPF = Spruce-Pme"Fr 3. Mono = monolithic concrete; stem = masonry stemwall or band beam 4. Anchorage refers to threaded anchors with noted diameters and embedment depths 3 a L 1 0� FLOYD S. SIMPSON, PE FL PE No. 50791 CLIENT: RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. (WEST INDIES - A) II JOB NUMBER: ICOUNTY:- I $ " =1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING y RELEASE DATE: z 03-10-17 REVISIONS: DRAWN BY: CMF CHECKED BY: FSS 2 TITLE: METAL CONNECTOR DETAILS RI SD -7 DOUBLE PLATE FASTEN SHEATHING TO HEADER - IN 3" GRID PATTERN AND FASTEN SHEATHING TO ALL FRAMING @ 3" O.C. USE 0.131" x 2X2" NAILS AT ALL LOCATIONS (U.O.N.) FASTEN PLATE TO HEADER w/ (2) ROWS OF 0.131" x 3X4" @ 3" O.C. MINIMUM (3) STUDS MINIMUM 1" RATED SHEATHING NAIL BLOCKING TOGETHER— w/ (3) EVENLY SPACED 0.131"x3Xa" STHD14 EMBEDDED STRAP— (OR HTT5 IF NOTED) %" EPDXIED ANCHOR BOLT w/ (7) MIN. EMBEDMENT w/ MINIMUM 2" x 2" x %6" PLATE WASHER HEADER (AS NOTED) MAY BE RAISED TO BOTTOM OF DOUBLE PLATE- MINIMUM (3) 2x4 REQUIRED AT TOP OF OPENING WITH RAISED HEADER. A DETAIL - NARROW WALL METHOD DETAIL SD -8 MSTA30 STRAPS NOTE: SHEATHING ONLY SHOWN FOR NARROW WALL SECTION. REMAINING SHEATHING NOT SHOWN FOR CLARITY. IMUM (3) STUDS STHD14 EMBEDDED STRAP (OR HTT5 IF NOTED) CONCRETE FOOTING PER FOUNDATION PLAN ULSBERG ENGINEERING, INC. 11481 OLD ST. AUGUSTINE RD., SUITE # 202 JACKSONVILLE, FL. 32258 P: 904.886.2401 F: 904.260.4367 www.HulsbergEngineering.com Fd{iliilxA"Gk . KR: 25846 or➢� FLOY4� SIMPSON, PE FL PE No. 50791 CLIENT: RIVERSIDE HOMES PROJECT: 96 ATLANTIC BEACH C.C. EST INDIES - A r JOB NUMBER: COUNTY: 7-0 DUVAL $ SCALE: 3 l'-0" (U.O.N.) S DO NOT SCALE THIS DRAWING RELEASE DATE: 03-10-17 DRAWN BY: CMF CHECKED BY: FSS TITLE: APA WALL DETAIL SHEET: SD -8 I I 9 5'-511 AIR HANDLER UNIT - ACCESS PANEL WITHIN 6' OF ATTIC ACCESS - SOLID FLOORING n nf]!`TI')I IlYt/1A I/' 111fT1 Itf.l 2/111 /1C I• M I 12-8" 3°6° SH 2-11" 2'-6" 8' 3" SILL @ 1-8" AFF 81-31, 2nd FLOOR GLEN 13'-2" J >7 • m PINA ME N le 3'-4" 11 0 GENERAL STAIR DETAIL SCALE: N.T.S. 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED APPLIANCE ACCESS PANELv OPENINGS PRIOR TO FRAMING ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR 3. LOFT AT 2N1). FLOOR VARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MUST COMPLY 5. PREPLUMB SUMMER KITCHEN W/ PREVENTED HOOD W/ 8311.7 OF THE FLORIDA EMLDINIG CODE, RESIDENTIAL. 7.16S.G.D., REMOVE WWOW IN LIVING ROOM MAXIMUM RISER HEIGHT: 7-3/4" 9. RECONFIGURE OWNERS BATH MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) 11.9°8° OVERHEAD GARAGE DOORS ILO STANDARD MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) 13. RELOCATE SINK AND D/W TO ISLAND MINIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: 6'-8" (ABOVE NOSING) 'HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY r----�c----� ROD & SHELF HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. < HANDRAILS SHALL BE 11/2" CLEAR OF ALL ADJACENT FINISH MATERIAL AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL P05T5 OR SAFE TERMINALS. I I N I AHU I .� I �� I — — — — — — — — — — SHALL HAVE A MIN. RADIUS OF 0.01". w t N ANY POINT ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL. �` ¢ z OPEN RAIL5 SHALL HAVE INTERMEDIATE RAILS OR �' AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PA55 THROUGH. THE GUARDRAIL CON5TRLY TION SHALL BE ABLE TO RESIST A LOAD OF 20 LB5 PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. 4"SPHERE GUARDRAILS SHALL NOT 1* MAY NOT PASS LESS THAN 36" IN HEIGHT. TROUGH �ec II DR #2 THE TRIANGULAR OPENINGS MAY NOT PA55 AT STAIR TREAD, RISER, & THROUGH Oil 11'-10"X11'-0119'CLG. THAT A 6" DIAMETER SPHERE CANNOT PASS THROUGH. 9' CLG. S � w < aY N co LL (S) vO C� oQ X O 5'-611 4'_111 6'-2" 6'-2" o Q N N� II z O JRESTANDARD Q o LU LOST I I 9' CLG. z p 5' TUB o N LLL Xo II w BAT =� °c�1 12'-2" X 124"I 8' CLG. o I H I I BATH we WC #2 `) N o ;t o c, N o N I I 77` 3 9' CLG. cn w 'CLG. 0 Xo I I o ac STANDARpq �— 5' TUB R) 3:N cY NCai o LL �O � N DN 19 RISERS 2880 7 4" RISE 4 10" RUN d) FF 5 ROD &SHELF // _ 9' CLG. (— 11'-0" X 11'-0" U- = i WIC 9' CLG. Q o6 I 9' CLG. N I N O "07-3" _ N 2°80 I• M I 12-8" 3°6° SH 2-11" 2'-6" 8' 3" SILL @ 1-8" AFF 81-31, 2nd FLOOR GLEN 13'-2" J >7 • m PINA ME N le 3'-4" 11 0 GENERAL STAIR DETAIL SCALE: N.T.S. 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED `STAIR NOTES: OPENINGS PRIOR TO FRAMING ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS, FLOOR COVERINGS, AND/OR 3. LOFT AT 2N1). FLOOR VARIANCES IN CONSTRUCTION MATERIAL. ACTUAL CONSTRUCTION MUST COMPLY 5. PREPLUMB SUMMER KITCHEN W/ PREVENTED HOOD W/ 8311.7 OF THE FLORIDA EMLDINIG CODE, RESIDENTIAL. 7.16S.G.D., REMOVE WWOW IN LIVING ROOM MAXIMUM RISER HEIGHT: 7-3/4" 9. RECONFIGURE OWNERS BATH MINIMUM TREAD DEPTH: 10" (NOT INCLUDING NOSING) 11.9°8° OVERHEAD GARAGE DOORS ILO STANDARD MAXIMUM RISER HEIGHT VARIATION: 3/8" (ENTIRE FLIGHT) 13. RELOCATE SINK AND D/W TO ISLAND MINIMUM STAIR WIDTH: 36" MINIMUM HEADROOM CLEARANCE: 6'-8" (ABOVE NOSING) 'HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY W/ R311.7.7 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. HANDRAILS SHALL NOT BE LESS THAN 34" OR MORE THAN 38" IN HEIGHT ABOVE THE STAIR NOSING. HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 11/2" CLEAR OF ALL ADJACENT FINISH MATERIAL AND ENDS SHALL RETURN TO WALL OR TERMINATE IN NEWEL P05T5 OR SAFE TERMINALS. HANDRAILS SHALL BE 11/4"-2" IN CRO55 SECTIONAL DIMENSION, OR APPROVED EQUIVALENT, AND EDGES SHALL HAVE A MIN. RADIUS OF 0.01". HANDRAIL CONSTRUCTION SHALL BE ABLE TO FESI5T A LOAD OF 200 LB5 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR THE PRODUCTS THEY PROVIDE OR INSTALL. �` ¢ z OPEN RAIL5 SHALL HAVE INTERMEDIATE RAILS OR �' AN ORNAMENTAL PATTERN SUCH THAT A 4" DIAMETER SPHERE CANNOT PA55 THROUGH. THE GUARDRAIL CON5TRLY TION SHALL BE ABLE TO RESIST A LOAD OF 20 LB5 PER LINEAL FOOT APPLIED HORIZONTALLY ALONG THE TOP RAIL. 4"SPHERE GUARDRAILS SHALL NOT 1* MAY NOT PASS LESS THAN 36" IN HEIGHT. TROUGH 6" 5PHERE THE TRIANGULAR OPENINGS MAY NOT PA55 AT STAIR TREAD, RISER, & THROUGH BOTTOM SHALL BF SUCH THAT A 6" DIAMETER SPHERE CANNOT PASS THROUGH. Ed 44'-11" MECHANICAL EQUIFNENT NOTE5:50. FT . CALCULATIONS F -8302.5.2: DUCTS IN GARAGE SHALL B15t FLOOf� FLAN E MIN 26 GAGE SHEET STEEL WITH NO 15T FLOOR LI NG 1917 OPENINGS INTO GARAGE ALLOWED. 2ND FLOOR LI ING 835 FBC-8, M1305.1.1: MIN 4" CLEARANCE REQUIRED AROUND ALL SIDES OF MECHANICAL TOTAL LIVING 2752 EQ IPMENT AND COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH OF THE GARAGE 549 ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE FURNACE OR AIR HANDLER ENTRY 192 LANAI 227 GR )UNP -MOUNTED MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH TOTAL CO'✓E D 3720 FBC-R, SECTION M1307.2. CL 0 0 /W LL V ii 0 N Z' O op - 00 00 v 40 0 pz � W LU CC m W D 0 WG w w W cc W_ ilul a N o hs 1. DOORS AND WINDOWS ARE APPROXIMATE FINISHED SIZES; REFER TO MFG'S SPECIFICATIONS FOR ROUGH OPENINGS PRIOR TO FRAMING 2. ISOKERN VENTLESS GAS FIREPLACE 3. LOFT AT 2N1). FLOOR 4. COVERED FRONT PORCH 5. PREPLUMB SUMMER KITCHEN W/ PREVENTED HOOD 6. BATH #4 ILO PWDR 7.16S.G.D., REMOVE WWOW IN LIVING ROOM 8. WIS LOOP 9. RECONFIGURE OWNERS BATH 10.303° WINDOW IN OWNERS BATH ILO STANDARD 11.9°8° OVERHEAD GARAGE DOORS ILO STANDARD 12.8° DOORS THROUGHOUT 13. RELOCATE SINK AND D/W TO ISLAND REVISIONS KIVERSIDE HOMES on on Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 96 Atlantic Beach Country Club Papelbon Residence Floor Plans 1723 Maritime Oaks Drive Atlantic Beach, Fl. 32233 Drawn By ARJ/MA Sheet Date 04-13-2017 Scale 1/411 = 1'-0" Plan of West Indies- A 6 Written dimensions Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: CRONK DUCH ARCHITECTURE, AR0014227 9822 TAPESTRY PARK CIRCLE STE. 201 JACKSONVILLE, FL 32246 904.626.3452 DRAFTING BY: 12627 San Jose Blvd Suite 702 oAcast Jacksonville, FL 32223 Floud. Design, rnc. 904.260.3319 MET DRIP NICHIHA FASCIA 45 *AN( HF TYFICAL 1 STORY WALL SECTION 5CALE:1"=1'-0' OSB ROOF SHEATHING SHINGLE UNDERLAYMENT FASTENED PER FBC 8905.2.7 METAL ROOF UNDEKLAYMENT FASTENED PER FBG 8905.4.3 SHINGLES FASTENED PER FBC R905.2.6 METAL ROOF FASTENED PER FBC 8905.4.3 1x6 T+G 2X8 DTWN. RR —� 0 w< LU = U DRIP NICHIHA J x 2" FASCIA BOARD 45*ANGLE HARDIE OR NICHIHA SHAKES 7/16" OSB WALL SHEATHING VAPOR BARRIER. SEALED AT TOP & BOTTOM PLATES. — FLASHING 2X10 HC V 12 TRUSS — 20 RAFTERS, HOLD DOWN 4" FROM TOP OF TRUSS FOR T&G ATTACH PER ENG. �' D YWALL CLG. i 2-2X6 TOP PLATE HEADER V WHERE n�� OCCURING ! �\ ROUGH OPNG HEAD HEIGHT R-19 INSULATION — 2X6 C-TUPS 1/2" PRY NALL 2X6 BAS:PLATE " SU FLOOR TYP. 2nd STORY WALL SEECTION SCALE: 1" It 00 45'-0" 1._1.. ---------- -" t------9,z„-----t17—t-----g-D„----ttl--O„ FOUNDATION LAYOUT NOTE: FOUNDATION PLAN FOR CONCRETE FORMING AND PLUMBING LOCATION REFERENCE ONLY. REFER TO ASSOCIATED ENGINEERING DRAWINGS FOR FOOTER LOCATIONS AND DETAILS. 21'-5" QA G<v N U' EN 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2. GAS FIREPLACE 3. COVERED FRONT PORCH y L -J L_J— — I — H.B. 11. FLOOR OUTLET IN STUDY - FIELD LOCATE 12. FLOOR OUTLET IN FAMILY ROOM - FIELD LOCATE = — — :jF I II GA ------J L------, I I STUB ;,--------------------T L I I IUJ4" CONC. N I t I I o 0 SLAB —� I I I STEM WALL I I o i t FOUNDATION I I 12'-4j" I r II I � I I PREPLUMB i) I SUMMER KITCHEN I I 160 SILL --mm I � I 71 1111� I STEM WALL I <o FOUNDATION I I I II I I I GAS STUD I I I L-------------------[-___--� --- r----1- � I I 11 II - I COMP. I i O FLOOR OUTLET - I I N ; ELOCATE I S I ii ii l i I -L---j ii u l I S I I II I I 4" CONC. SLAB W/ FIBERMESH OR i n I I 6x6x10 W.W.M. ON 6 MIL. VISQUEEN OVER CLEAN, WELL COMPACTED FILL � II II I i I I - - - - - J - I----------- -I--_J L ---J L---------------ter--------r r-----) L L 2-7" 8 10' JIr L ---------n ------- r--------------- 7LJ -1 r--- L- -I- � � ' I SINK W/ i_ rt I C Q0 13151".I r------ ----- --- LD 2'-10" l'-6" ;I wz I L I w ' I o © �� { I I- r---- - - -- ------------ -- -------------- --------� o o I LJ I = STEM WALL i i GAS r--- I CNTRLS STUB �� i l i CD i i `� i i ; I 5'-O" IT E�S FOUNDATION i i U _ i t I t l UJ WC _ ' S --� I = i R ESS SLAB * THICKEN t N i t L o I 6" FO HOWE I I GAJ I EDGE - IT 11 S w B o -� STB I-------�— ---- -- ,�T --- ---- ; i i RLS STEM WALL -_J L_� C-J-l._-- -------------J ------R� rJ ; I FOUNDATION II ---------------�- I o I i I GARAGE LOOP 4, I L J I 2'-6" I STEPS I I I I I I I I 9'-7" 8'-0„ 2'-6" 4'- I 2'-0" T I I C) ,I L l i i L _ FLOOR OUTLET — L-7 — — �� I � i I FIELD LOCATE O r_ 4" CONC._ = I I I I r SLAB i 1 ; I 1 i I I I � LJ ' I I THICKEN I I i I EDGE I� I I I L-------- --------� EXPANSION 1 1 L-------_J- t � n n r------ - I I JOINT (TYP) N I 4'-10" 16-7" i I S I I L I -------------- I I �-� i r r� —-- --------- ---------- I;I H.BI I z I� I o� I L -------------- -----------I UJ -" t------9,z„-----t17—t-----g-D„----ttl--O„ FOUNDATION LAYOUT NOTE: FOUNDATION PLAN FOR CONCRETE FORMING AND PLUMBING LOCATION REFERENCE ONLY. REFER TO ASSOCIATED ENGINEERING DRAWINGS FOR FOOTER LOCATIONS AND DETAILS. 21'-5" QA G<v N U' EN 1. DOOR SILLS ARE NOTED FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS SPECIFICATIONS FOR REQUIRED SLAB RECESS PRIOR TO POURING CONCRETE 2. GAS FIREPLACE 3. COVERED FRONT PORCH 4. PREPLUMB SUMMER KITCHEN 5. BATH #4 ILO PWDR 6.16' S.G.D. 7. W/S LOOP 8. RECONFIGURE OWNERS BATH 9. 908° GARAGE DOOR ILO STANDARD 10. RELOCATE SINK AND D/W TO ISLAND 11. FLOOR OUTLET IN STUDY - FIELD LOCATE 12. FLOOR OUTLET IN FAMILY ROOM - FIELD LOCATE REVISIONS s� KIVERSIDE HOES M Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.myfiversidehome.com Lot 96 Atlantic Beach Country Club Papelbon Residence Foundation Layout 1723 Maritime Oaks Drive Atlantic Beach, Fl. 32233 Drawn By ARJ/MA Sheet Date 04-13-2017 2 Scale 1/4" = 1'-0" Plan of West Indies- A 6 Written dimensions Shall have precedence over Scale dimensions. Contractors shall verify and be re5pon5ible for dimensions and conditions of the job. DESIGN BY: CRONK DUCH ARCHITECTURE, AR0014227 9822 TAPESTRY PARK CIRCLE STE. 201 JACKSONVILLE, FL 32246 904.626.3452 DRAFTING BY: 12627 San Jose Blvd Suite 702 o�ease Jacksonville, FL 32223 Florid. Design, me 904.260.3319 KOOF FLAN SCALE: 1/8" =1'-0" SPRAY FOAM INSULATION AT ROOF DECK, NO VENTS REQUIRED HEEL ON TRUSS - - PLATE HE1GHf 4X4 P.T. POST WRAPPED TO 12X12 TYP. 0 N HEEL ON TRUSS 12 DECORATIVE 3 FINIAL (TYP) PLATE HEIGHT 18'x36" LOUVERED VENT DOARD & BATTEN SIDING (TYP) HEEL ON TRUSS 0 N PLATE HEIGHT LANTERN WITH DRACKET (TYP 6" TRII FINISHED FLOOR - GRADE - - - NTS r -F77 GALVALUME METAL ROOF (TYP) 011 MIN a LJ FM LJ nn LJ r a LJ DD GRADE ..}. I; Np5:12 5:12 II II UJ � I II II II II Ll A I _ I I �p I I II I I I L II I I 5:12 1 1 U I I u-jJ r �fA I I I a 5:12 I I F-1 I •1 f• L_ L--------- --- 1� _JLJ Er ------ L=== -H I� l I I C 10:12 Li ;Jr --7 -moi �] 10:12 u F1 U I 1 IILi H I I 5:12 IL__ fir- F1 —u----------------- ------ ft I I II I I I II I r-,�= I I r-------------�I I I I II I 1I nI 312 I1I1 I I I I U I I I I U u I I I I I I I I IL_ �� Ir-- �Jz _ I I n ---J L-----_----- —I�====____ ' rJI I I I I _' _ _-_ J , ------n--- L --------------- ti r--- II _--______� II II u I m 10:12 1 I I G=-=111 _-JLr Ll 10:12 ri 8:122 � II o ii N II II Cz b 8bII n II II II II II II 0 CJ II II II II KOOF FLAN SCALE: 1/8" =1'-0" SPRAY FOAM INSULATION AT ROOF DECK, NO VENTS REQUIRED HEEL ON TRUSS - - PLATE HE1GHf 4X4 P.T. POST WRAPPED TO 12X12 TYP. 0 N HEEL ON TRUSS 12 DECORATIVE 3 FINIAL (TYP) PLATE HEIGHT 18'x36" LOUVERED VENT DOARD & BATTEN SIDING (TYP) HEEL ON TRUSS 0 N PLATE HEIGHT LANTERN WITH DRACKET (TYP 6" TRII FINISHED FLOOR - GRADE - - - NTS r -F77 GALVALUME METAL ROOF (TYP) 011 MIN DECORATIVE FINIAL (TYP) LOUVERED A VENT DUILDING HEIGHT HARDIE OR , SIDING�� • — —I r— ■■ ■ice' I! ii ■ U1!r ,. NICHIHA PLANK SIDING POST ON - -- - iX�8 FINISHED: 13 I■ — - ------ FLOOR STUCCO FINISH (TYP) FKONT ELEVATION WHO ��.1■1■■I■1■■1■■.I■■.1■1■.1■■.I■1■■1■1■t■1■1■�■I■1■�■1■1■�■1■1■�■1■�.� m� rm■�mn��■m■ni�i�mm�mmm�i�ni�imm�mm�rm■�mm�mm��mirm � 11■i �t■rl■�Irl■�1�1■1■I��t■■1�1■■rel■■��l■1■��I■��Ei■1■�1i■r■1�t■■��t■■f1 _..i9 "` • .�_._...� �_._.._"._...f�._...__.r.r. Ir1■1'r`=. �.`"l�rl■■� 1�(■I■1�t■11��1■�1�rt■■�r1�. ..� 0 CV ATTIC VENTILATION AREA CALCULATIONS Excerpt of the 2014 building Code, Residential DECORATIVE FINIAL (TYP) DIMENSIONAL — FIDERGLASS SHINGLES (TYP) HEEL ON TRUSS PLATE HEIGHT 12 3 rlf HEEL ON TRUSS PLATE HEIGHT 8806.1 Ventilation required. Enclosed attics and enclosed rafter 5pace5 formed where ceilings are applied directly to the underside of roof rafters Shall have cro55 ventilation for each Separate Space by ventilating openings protected against the entrance of rain or Snow. Ventilation openings Shall have a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 inch (6.4 mm) Shall be provided with corro5ion-re5i5tant wire cloth Screening, hardware cloth, or Similar material with openings having a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Openings in roof framing member, Shall conform to the requirements of Section 8802.1.8. Required ventilation openings Shall open directly to the outside air. Exception: Attic ventilation Shall not be required when determined not necc55ary by the code official due to atmospheric or climatic conditions. 8806.2 Minimum vent area. The minimum net free ventilating area Shall be 1/150 of the area of the vented Space. Exception: The minimum net free ventilation area Shall be 1/300 of the vented Space provided one or more of the following conditions are met: 1. In Climate Zones 6, 7 and 8, a Cla55 I or 11 vapor retarder i5 in5talled on the warm -in -winter side of the ceiling. 2. At least 40 percent and not more than 50 percent of the required ventilating area i5 provided by ventilators located in the upper portion of the attic or rafter Space. Upper ventilators Shall be located no more than 3 feet (914 mm) below the ridge or highest point of the Space, measured vertically, with the balance of the required ventilation provided by cave or cornice vents. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highest point of the Space Shall be permitted. 8806.3 Vent and insulation clearance. Where cave or cornice vents are in5talled, insulation Shall not block the free flow of air. A minimum of a 1 -inch (25 mm) Space Shall be provided between the insulation and the roof Sheathing and at the location of the vent. SPRAY FOAM INSULATION AT ROOF DECK, NO VENTS REQUIRED 4 CV BUILDINGHEIGHT — — — LOUVERED ATTIC VENT vvnRv nrvv 12 410DATTE SIDING HARDIE OR NICHIHA SHAKE SIDING (TYP) PLATE HEIGHT DIMENSIONAL — FIDERGLASS SHINGLES (TYP) FINISHED FLOOR PLATE HEIGHT HAF DIE. OR NICHIHA — PLA K SIDING (TYP) 10" BAND 12 5-fi T 00100100 EMINEINE DECO CORDELS 12 X13 --- F\EA\ ELEVATION I 12 8 HEEL ON TRUSS LQ N NOTES PLATE HEIGHT REVISIONS HEEL ON TRUSS PLATE HEIGHT _HEEL — PLATE. HEIGHT N f �— 4X4 P.T. POST WRAPPED TO 12X12 TYP. — FINISHED FLOOR LQ N NOTES 1. ISOKERN VENTLESS GAS FIREPLACE 2. LOFT AT 2N1). FLOOR 3.16S.G.D., REMOVE WINDOW IN LIVING ROOM 4. ADDT'L 3°50 WINDOW IN DEDROOM #2 5. GALVALUME METAL ROOFING OVER GARAGE REVISIONS �If KIVERSIDE HOMES Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mynversidehome.com Lot 96 Atlantic Beach Country Club Papelbon Residence Elevations 1723 Maritime Oaks Drive Atlantic Beach, Fl. 32233 Drawn By ARNMA Sheet Date 04-13-2017 4 Scale 1/4" = 1'-0" Plan West Indies- A of 6 .J Written dimen5ion5 Shall have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: CRONK DUCH ARCHITECTURE, AR0014227 9822 TAPESTRY PARK CIRCLE STE. 201 JACKSONVILLE, FL 32246 904.626.3452 DRAFTING BY: 12627 San Jose Blvd Suite 702 ottheast Jacksonville, FL 32223 Florida Resign, l:. 904.260.3319 2nd FLOOR ELECTRICAL PLAN ELEGTRIGL NOTES 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO DE: 12" AFF (GENERAL) - KITCHEN 44" AFF - BATHROOM 39" AFF (44" AFF WITH RAISED VANITY) - LAUNDRY ROOM 36" AFF - EXTERIOR WATERPROOF 12" AFF TO 42" AFF - GARAGE GENERAL PURPOSE - 44" AFF - KITCHEN ISLAND OUTLETS MAXIMUM OF 12" BELOW COUNTER SURFACE 2. ALL TRIM PLATES & DEVICES TO DE GANGED, WHERE POSSIDLE. 3. ELECTRICAL SWITCHES TO DE AT 42" CENTERLINE ADOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR DID PURPOSES ONLY. ALL WORK SHALL DE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL DE RESPONSIDLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH 2014 FLORIDA DUILDING CODE, SECTIONS 8314 AND R315 6. PROVIDE AFC15 (ARC FAULT INTERRUPTER5) IN DWELLING UNIT DRANCH CIRCUIT LOCATIONS PER FDCR E3902.12 7.. GFI5 (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CIRCUITS PER FDCR E3902 8. ALL PERMANENT INTERIOR LIGHTING IS 100% HIGH EFFICACY CFL/LED LAMPS PER FDC EC R404.1 9. ALL 125 -VOLT 15 -AND 20 AMP RECEPTACLE5 INSTALLED INSIDE AND OUTSIDE OF DWELLING UNITS, AND IN ATTACHED AND DETACHED GARAGES SHALL DE TAMPER RESISTANT RECEPTACLES ELECTRICAL LEGEND 110 DUPLEX OUTLET(AFCI f2kOTECTED) 0 CEILING MOUNTED LIGHT HALF -SWITCHED OUTLET PULL -CHAIN &F, GFI DUPLEX OUTLET (} WALL MOUNTED LIGHT vWP/GF,WEATHER PROTECTED OUTLET (0 RECESSED LIGHT FIXTURE =& CEILING OUTLET OO SPOTLIGHT ® FLOOR OUTLET EXHAUST FAN W1 LIGHT 220 OUTLET EXHAUST FAN ® SPECIAL PURPOSE OUTLET ® FLUORESCENT FIXTURE SWITCH °1 CARRIAGE LIGHT `f'3 3 -WAY SWITCH 0 DOUBLE FLOOD LIGHT $4 4 -WAY SWITCH m PANEL BOX o DIMMER SWITCH O SMOKE DETECTOR TELEPHONE O CARBON MONOXIDE DET. CABLE TV PREWIRE & BRACE CEILING FAN WITH LIGHT SERVICE OUTLET FOR A/C COMP. - W P/GFI WP/GF1' TANKLESS GAS WH GAt STUB WP/GFI1 IRRIGATION CIRCUIT I I GFl -------------------------- 1st FLOOR ELECTRICAL PLAN N O'YES 1. LOFT AT 2ND. FLOOR 2. COVERED FRONT PORCH 3. PREWIRE SUMMER KITCHEN W/ PREWIRE HOOD 4. BATH #4 ILO PWDR 5. W/S LOOP 6. RECONFIGURE OWNERS BATH 7. SCONCES AT FRONT PORCH 8. RECESS LIGHTING AT FRONT PORCH 9. ADDT'L GARAGE OUTLETS 10. ADDT'L OUTLET IN LAUNDRY 11. FLOOR OUTLET IN STUDY - FIELD LOCATE 12. DOUBLE SCONCES IN OWNERS BATH 13. IRRIGATION CIRCUIT RELOCATED TO GARAGE EXTERIOR 14. DOUBLE SCONCES IN POWDER ROOM 15. RELOCATE SINK AND D/W 16.(2) PENDANT LIGHT PREWIRE 17.(4) RECESS LIGHTS IN FAMILY ROOM ON DIMMER 18. FLOOR OUTLET IN FAMILY ROOM - FIELD LOCATE 19. ADDT'L OUTLET ON LANAI 20. PREWIRE CHANDELIER IN OWNERS BATH 21. (1)ADDT'L CARRIAGE LIGHT OVER GARAGES REVISIONS 'mom n R:iVER.SIDE HOMES � - Al Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 96 Atlantic Beach Country Club Papelbon Residence Electrical Plans 1723 Maritime Oaks Drive Atlantic Beach, Fl. 32233 Drawn By ARJ/MA Sheet Date 04-13-2017 1 5 Scale 1/4" = 1'-0" Plan of West Indies- A 6 Written dimen5ion5 5ha11 have precedence over Scale dimen5ion5. Contractors Shall verify and be re5pon5ible for dimen5ion5 and conditions of the job. DESIGN BY: CRONK DUCH ARCHITECTURE, AR0014227 9822 TAPESTRY PARK CIRCLE STE. 201 JACKSONVILLE, FL 32246 904.626.3452 DRAFTING BY: 12627 San Jose Blvd Suite 702 ortheast Jacksonville, FL 32223 Florida Design, Inc. 904.260.3319 ORP �FAr'1 .ao VIP UNDERLAYMENT PLACE SHINGLES 3/8' OVER SAVE & RAKE EDGES TO PROVIDE DRIP EDGE ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN AIT OF ASPHALT PLASTIC ROOF CEMENT i NON -CORRODING MTL EAVE DRIP TRIM 6'-7' FROM END OF FIRST SHINGLE a� TRIM TABS FROM ALL aj STARTER COURSE---*✓' SHINGLES STARTER COURSE PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD ALONG RAKES, CEMENT SHINGLES TO UNDERLAYMENT & EACH OTHER IN A 4' WID OF ASPHALT PLASTIC ROOF CEMENT NON CORRODING � PLACE SHINGLES Mn EAVE DRIP OVER EAVE &RAKE EDGES TO PROVIDE DRIP EDGE FIRST COURSE 11-1/2" to 12-1/2" 11-1/2'to 12-1/Y to 1-1r2, -- ----- -- � 111 O O O SHINGLE NAILING ROOFING DETAILS N.T.S. NOTE: DETAILS ARE FOR SLOPES OF 4:12 OR GREATER, FOR SLOPES BELOW 4:12, ALL ROOFING UNDERLAYMENT SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED BY THE SHINGLE MANUFACTURER FOR USE ON LOW SLOPE ROOFING PROJECTS ROOF OPT. PROVIDE LEAD VENT BOOT WITH INTEGRAL FLANGE VENT STACK, SEE PLUMBING FOR SIZE & LOCATION PREFORMED FLEXIBLE BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT INSTALL FLANGE OVER SHINGLE @ BASE INSTALL SHINGLES OVER FLANGE 0 HEAD FIBERGLASS SHINGLE ROOFING OVER 15# FE OVER 7/16' OSB OVER PRE -ENG WD TRUSSE) N.T.S. NOTES: BA5E LAYER: ... .. 1. INSTALL IN STRICT ACCORDANCE WITH 50"DENSGLA55 FIREGUARD SHEATHING MANUFACTURERS WRITTEN INSTRUCTIONS NO VENTS ARE ALLOWED 2. APPLY ROOFING CEMENT OR SELF -ADHERING OVER APPROVED WEATHER FLASHING OVER FLANGE AT HEAD ONLY VENT STACK FLASHING DETAIL N.T.S. ROOF WALL FLASHING DETAIL - STUCCO N.T.S. WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING N.T.S. 51.0FA5UN-J L� WALL SHEATHING BA5E LAYER: ... .. STUCCO/CV FINISH 50"DENSGLA55 FIREGUARD SHEATHING ASSEMBLY W/ 15# FELT NO VENTS ARE ALLOWED I I" OVER APPROVED WEATHER CUT WEATHER BARRIER BARRIER DRYWALL SCREWS NO VENTS ARE ALLOW'D LAP FELT AND WEATHER SELF -ADHERING MEMBRANE BARRIER OVER VINYL STUCCO STOPNVEEP -OR'5ET JOINTS N BASE AND FACE LAYER 24" . -. I EXTEND 15# ROOFING FELT 55" DENSGLA55 FIREGUARD SHEATHING UP WALL 7" MIN. ATTACHED WITH I TYPE "G" DRYWALL 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL -OFFSET JOW5IN BA5E AND FACE LAYER 24" STEP 4 SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT r SHINGLE ROOFING ROOF WALL FLASHING DETAIL - STUCCO N.T.S. WALL SHEATHING SYN WD SIDING OVER APPROVED WEATHER BARRIER LAP WEATHER BARRIER OVER METAL FLASHING AND SECURE WITH STARTER STRIP EXTEND 15# ROOFING FELT UP WALL7" MIN. 5x5 METAL FLASHING OVER ROOFING FELT (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL INSTALL WITH ROOF CEMENT SHINGLE ROOFING WALL FLASHING DETAIL - LAP SIDING N.T.S. 51.0FA5UN-J L� DW LAYER: BA5E LAYER: ... .. 5/#VEN5GUV5 FWCAJARD SHEATHING 50"DENSGLA55 FIREGUARD SHEATHING AfV.0 H WITH 2- MALS OR SCREWS NO VENTS ARE ALLOWED I I" ATTACH WITH (2)1 *' TYPE'W' CUT WEATHER BARRIER FAM LAYER: DRYWALL SCREWS NO VENTS ARE ALLOW'D 5/3VEN5 AA55 FIREGUARS SHEATHING SELF -ADHERING MEMBRANE AITAO" MRH 7 Aft SCREWS OR NAIL5 0 24"O.C. -OR'5ET JOINTS N BASE AND FACE LAYER 24" N� 065tH BASED O NCA FILE No. RC 2602 SECTION - (1) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT AS NEEDED THI5 DETAIL ONLY APPLICABLE WHEKE 5EPARA1IO DWWE dF*VFAWR' 15 LESS THAN 5' AND MORE THAN 7 FROM PROPERTY NINA= ALTERNATE: RATED SOFFIT ASSEMBLES WHICH MEET UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED 2x4 DLOCKING RE AT PANEL VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST CENTER LINE OF VALLEY. SEE MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INSTALLATION INFORMATION 2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE FIBERGLASS SHINGLE ROOFING OVER 15# PELT OVER 7/16" RADIANT BARRIER OSB OVER PRE -ENG WD TRUSSES WIDE METAL VALLEY SHING OVER 15# FELT VALLEY FLASHING DETAIL N.T.S. FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT HEAD GALVANIZED METAL OFF -RIDGE VENT WITH BAFFLE. SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL OFF -RIDGE VENT FLANGE OVER — — SHINGLES AT BASE 7/16' OSB OVER / PRE-ENGTRUSSES ' NOTES: 1. INSTALL IN STRICTACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY ROOFING CEMENT OR SELF -ADHERING FLASHING OVER FLANGE AT HEAD ONLY OFF -RIDGE VENT FLASHING DETAIL N.T.S. STUCCO/CV FINISH ASSEMBLY LAP BARRIER OVER MAKING FLANGE VINYL DRIP/WEEP SCREED 5'x5' METAL FLASHING \\ ` B• FLASHING (SEE ..� . DETAIL) i . z I � EXTEND tt1CK-0UT 2" "' � 1 BEYOND FASCIA N,0:,1 I �- -FELT UNDERLAYMENT SHINGLE ROOFING MTL DRIP EDGE FASCIAff WSTALL KICKOUT ING AT BOTTOM OF &WALL INTERSECTKNJS WATER TIGHT WALUKICKOUT FLASHING DETAIL SEAL N.T.S. ROOF TRUSSES SUPTn�,v� APPROVED WEATHER BA5E LAYER: ... .. BARRMR OVER SHEATHING... 50"DENSGLA55 FIREGUARD SHEATHING LINE OF DOOR OPENING—"..... I I" ATTACH WITH (2)1 *' TYPE'W' CUT WEATHER BARRIER ' I DRYWALL SCREWS NO VENTS ARE ALLOW'D I. STEP 1 SELF -ADHERING MEMBRANE FACE LAYER: . -. FLASHING 55" DENSGLA55 FIREGUARD SHEATHING ATTACHED WITH I TYPE "G" DRYWALL DOOR FRAME 1/P SCREWS 0120.C. -OFFSET JOW5IN BA5E AND FACE LAYER 24" NOTE: DE51GN DASED ON GA FILE No. RC 2602 SECTION - (11) HOUR FIRE RATED (UNDERSIDE ONLY) SOFFIT A5 NEEDED THIS DETAIL ONLY APPLICABLE WHERE SEPARATION DISTANCE OF OYERHANG 15 LE55 THAN 5' AND MORE THWJ 2' FR ALTERNATE: RATED SOFFIT A55EM13LE5 WHICH MEET UL STANDARDS FOR (1) HOUR FIRE RATING ARE PERMITTED APPLY are• NOW CONTINUOUS BEAD OF SEALANT AT JAMBS &HEAD OR APPLY TO BACK Of- WINDOW RWINDOW HALING RANGE N LINE W PRE•PUNCHED HOLES OR SLOTS STEP 4 INSTALL C WIDE SELF -ADHERING MEMBRANE FLASH OVERNAILNG RA40E O HEAD EXTEND SELF -ADHERING MN. MEMBRANE FLASHING 1• MN. BEYOND JAMB FLASHING NOTE. 1. WINDOW INSTALLATION & FLASHING DETAILS ARE CONSISTENT WITH ASTWI12 METHOD M1 EXCEPT SELF -ADHERING MEMBRANE FLASHINGS ARE USED.I. 2. IT IS THE INSTALLATION CONTRACTORS RESPONSIBILITY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING WEATHER BARRIER, SEALANT & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER STEP 7 MANUFACTURERS WRITTEN SPECIFICATIONS. WARNING: SEALANT/FLASHINGS MAY REACT ADVERSELY IF NOT COMPAnBLE. FOLD WEATHER BARRIER DOWN & TAPE DIAGONM; CUT &ACROSS HEAD OF WINDOW STEP 5 WINDOW FLASHING INSTALLATION DETAILS 1i N.T.S. r16.,._qqo APPROVED WEATHER .. .. ... .. BARRMR OVER SHEATHING... ..;::. . I. LINE OF DOOR OPENING—"..... I I" INSTALL IV WIDE CUT WEATHER BARRIER ' I I. STEP 1 r16.,._qqo STEP 2 INSTALL DOOR PLUMB, LEVEL & SQUARE PER IIFACTURER WRff173A INSTRUCTIONS SET THRESHOLD I. BED OF SEALANT APPLY SEALANT AT CORNERS & FRONT EDGE OF THRESHOLD TE: AT ASI OR OTHER DECAYBS �RESISTANT�MATET DOOR FLASHING INSTALLATION DETAILS STEP 5 SEAL WINDOW FRAME TO INSIDE OF R.O. WITH SEALANT AT SILL AND A MINIMUM /Y LIP BOTH JAMS TO FORM A BACK DMA. SEAL BALANCE OF FRAME WITH SEALANT OR LOW -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) INTERIOR VIEW STEP 9 STEP 3 N.T.S. Qy G® I � KIVE&SIDE HOMES too Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 96 Atlantic Beach Country Club Papelbon Residence Flashing Details 1723 Maritime Oaks Drive Atlantic Beach, Fl. 32233 Drawn By ARJ/MA Sheet 1 6 Date 04-13-2017 Scale 1/4" = 1'-011 Plan of West Indies- A 6 Written dimen5ion5 Shall have precedence over Scale dimension. Contractors Shall verify and be re5pon5ible for dimen5&5 and conditions of the job. DESIGN BY: CRONK DUCH ARCHITECTURE, AR0014227 9822 TAPESTRY PARK CIRCLE STE. 201 JACKSONVILLE, FL 32246 904.626.3452 DRAFTING BY: 1262'7 San Jose Blvd Suite 702 DTtheast Jacksonville, FL 32223 Florida Design, >n. 904.260.3 319 0 ,.. INSTALL IV WIDE .. . SELF -ADHERING MEMBRANE . -. FLASHING .... .. . DOOR FRAME 1/P STEP 4 STEP 2 INSTALL DOOR PLUMB, LEVEL & SQUARE PER IIFACTURER WRff173A INSTRUCTIONS SET THRESHOLD I. BED OF SEALANT APPLY SEALANT AT CORNERS & FRONT EDGE OF THRESHOLD TE: AT ASI OR OTHER DECAYBS �RESISTANT�MATET DOOR FLASHING INSTALLATION DETAILS STEP 5 SEAL WINDOW FRAME TO INSIDE OF R.O. WITH SEALANT AT SILL AND A MINIMUM /Y LIP BOTH JAMS TO FORM A BACK DMA. SEAL BALANCE OF FRAME WITH SEALANT OR LOW -EXPANDING FOAM (PROVIDE BACKER ROD WHERE REQUIRED) INTERIOR VIEW STEP 9 STEP 3 N.T.S. Qy G® I � KIVE&SIDE HOMES too Build With Confidence 12276 San Jose Blvd., Suite 120 Jacksonville, Florida 32223 Office: (904) 449-1650 www.mytiversidehome.com Lot 96 Atlantic Beach Country Club Papelbon Residence Flashing Details 1723 Maritime Oaks Drive Atlantic Beach, Fl. 32233 Drawn By ARJ/MA Sheet 1 6 Date 04-13-2017 Scale 1/4" = 1'-011 Plan of West Indies- A 6 Written dimen5ion5 Shall have precedence over Scale dimension. Contractors Shall verify and be re5pon5ible for dimen5&5 and conditions of the job. DESIGN BY: CRONK DUCH ARCHITECTURE, AR0014227 9822 TAPESTRY PARK CIRCLE STE. 201 JACKSONVILLE, FL 32246 904.626.3452 DRAFTING BY: 1262'7 San Jose Blvd Suite 702 DTtheast Jacksonville, FL 32223 Florida Design, >n. 904.260.3 319