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539 ATLANTIC BEACH CT - PERMIT RES17-0223 - DWGSAll claims for error or defective OFFICE COPY must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. }------ 19-11-00 ------ ---------- ------ Floor p 4 20.00 40.00 p.s.f. Top Chord Dead Load ✓ 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 ----om Bottom Chord Dead Load NOTES: 5.00 04-11,$ 03 02 ¢ Y J02' ^ } -I 1/2" HOLD BACK TO ALLOW FOR SHEATHING, �J ' Q ^ o BozRBoz(3), A02 -- A03 I 0 24-02-00 1 7_- 15-09-00 I I gJ14 I I . J13 ..T4"°° _. 1 -- J12 12 113/0 3 b"3 U Uo U u L') U U U U U u U rar U U 11-05-00 F1 _ �–� _ 1-19-00 _... FLORIDA PRODUCT APPROVAL CODES: � I i OVERHANGS ARE SHOWN ONLY FOR bo �&la REFERENCE. RAFTER TAILS TO BE FIELD FRAMED, J07 CONVENTIONALLY FRAME CORNERS AS J NEEDED. J09 \Jo 10'1-2/16" PLATE HEIGHT ON FIRST LEVEL. ---��✓2.o _,.. ------- UPSTAIRS PORCH HAS 3-1/4" CANTILEVER. TRUSSES ARE 24" OC U.N.O. ------ --- -- Hanger Schedule Beam Schedule 9 _Ue_ngth-0-0Product ------- - - � 4y Hanger Qty ; 14-00 x314" 20"2.OE EJerEdgerive-LVL 22HOUS26-2 1 BM2 8.00-00 1 3/4" x 20" 2.0E EverEdgeT"' LVL 2 2 HTU26 35 BM3 6-00-00 1 314" x 20" 2.0E EverEdgeT"' LVL 2 2 HUC412 1 BM4 12-00-00 1 3/4" x 9 1/4" 2.0E EverEdgeT" LVL 2 2 THA422 7 ---------------- --- -- ---- -. 2-00-00 J00 ; ----7.0°-00. O D o O p o $ o o 3 J08 y- r 1801-08 - — — - -- - - F PO 1TI0N .� -: 9 SHAD N 3 - -- ATTENTION: Review of shop drawings is only for conformance with — 150300 _-___--------_111.0s-0o _-- a9eo9 ---_----_------- -- ao-07o0---thedesigntnnceptt derge"ridcinfro -lbbreoes trehev2thefthe ctor of responsibility for any deviation from tfi requirements of the shop drawings. Contractor shall determine and verify au helo measurements. ❑ APPROVED ❑RETURNED FOR CiiRRECTION !7 APPROVED AS NOTED ❑ RETURNED 4".9TH0UT ACTION ❑ NOT APPROVED ❑ SEE TRANSN11TTAL LETTER COMMENTS DATE BYL HULSBERG ENGINEERING, INC. FL CERT. 2.5846 K PLATES 2197.... BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLI-JOIST 7427.... W&GRN 2ER2 4QWRIMBOARD 7427 — LOADING CRITERIA t --1 Floor p J18 118 ---------------- --- -- ---- -. 2-00-00 J00 ; ----7.0°-00. O D o O p o $ o o 3 J08 y- r 1801-08 - — — - -- - - F PO 1TI0N .� -: 9 SHAD N 3 - -- ATTENTION: Review of shop drawings is only for conformance with — 150300 _-___--------_111.0s-0o _-- a9eo9 ---_----_------- -- ao-07o0---thedesigntnnceptt derge"ridcinfro -lbbreoes trehev2thefthe ctor of responsibility for any deviation from tfi requirements of the shop drawings. Contractor shall determine and verify au helo measurements. ❑ APPROVED ❑RETURNED FOR CiiRRECTION !7 APPROVED AS NOTED ❑ RETURNED 4".9TH0UT ACTION ❑ NOT APPROVED ❑ SEE TRANSN11TTAL LETTER COMMENTS DATE BYL HULSBERG ENGINEERING, INC. FL CERT. 2.5846 K PLATES 2197.... BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLI-JOIST 7427.... W&GRN 2ER2 4QWRIMBOARD 7427 — LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 7.00 10.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. Total Load 37 55 p.s.f. Duration Factor 1.25 1 1.00 Building Code - FBC 2014 RES Wnd Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure C Building Type Closed NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton. Manning Building Supplies is a thus 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 Manning Building 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 (BCSI 1-03) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by b F der. —_ FLOOR TRUSS _-- 3_1/21,Ribbon 5112" aRO. Typical Truss 'End Engineer of Record: Jeffrey K. Hulsberg - FL PE #33152 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 S) Fax: (904) 260-2981 V1MMJ.MBS-C0RP.CC'N" --_�_ JAXTRUSM85_CORP.COM ustomer Riverside Homes ---- -- ---- -------- -------- -- — -- ---- Job Name Mills Residence ----- ----- ------- ------- -----26 26 / / ABCC Scale: ate: wn ByJob Number: 13/16"=1 /017 L - 1J170223 -- 30/2 -' All claims for error or defective OFFICE COPY FLORIDA PRODUCT APPROVAL CODES: r✓i must be made within 6 days of receipt of goods and prior to installation. vtnerwise, said claim will be denied. 9-11-00 -------- VAULT TO BE UNDERFRAMED. LIGHT ATTIC STORAGE PROVIDED. ----- Hanger' Schedule Hanger Qty HGUS2�r-2 1 ` — HTU26 14 9-02-00 1 19-06-00 --N o p J25 /p 7-oo-00 J24 �o !Y 0 ) J33 � of o' J24 N'. J25, '.H04 11 � _ ✓2 - H03 i H02 1-400 csyt J24 124 0 J25 o ��� J25 4 i n ¢ �. J26CD cli C11 Al 21 , �— 17-11-00 R t_ SHOP DRAWING REVIEW DISPOSITION ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and doe-.; not relieve the contractor of responsibility for any deviation from the requirements of the shop drawings. Contractor shall determine and verify all field measurements. AAPPROVED ❑ RE'URNED FOR CORRECTION D APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPROVED ❑ SEE TRANSMITTAL LETTER COMME4CCR BY _-_`-- DATE20Z HULSBERG ENGINEERING, INC. F 11481 ST. AUGUSTINE RD. #202 JACKSONVILLE, FL 32258 'EK PLATES 2197.,.. BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLWOIST 7427.... BLUELINX ON -CENTER RIMBOARD 7427 LOADING CRITERIA Roof Floor Top Chord Live Load 20 40p.s.f i Top Chord Dead Load 7 10 p.s.f Bottom Chord Live Load 0 0 p.S.f Bottom Chord Dead Load 10 5 p.s.f Total Load 37 55 p.s.f Duration Factor _ 1.25 1.00 Building Code ' FBC 2014 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure C Building Type Closed NOTE it is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the j builder an approved truss layout prior to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, it disdaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses 1 ... manufactured by Manning Buil�ng 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 (BCSI 1-03) for further information. Trusses shalt be installed in a straight and plumb position. Where 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 Lerection to prevent damage or personal injury. - Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 7/// 98/161, �f'---�- 544 12 gC Flsld BRO. �Un131iP�fOted othaduise. Engineer of Record: Jeffrey K. Hulsberg FL PE #33152 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 ------------------------------- Mi-nn—in—g Building Supplies, INC. 11155 Philips Parkway Dr. E. (fins Jacksonville, FL 32256 Phone: (904) 268.8225 Fax: (904) 260-2981 WWW.MBS-CORP.CONI Riverside Homes ----- --- a--- ------ — -- Job Nme: Mills Residence Lot/131k/Subdiv 26 ! ! ABCC Sca waia. 1/8"=1' 19/27/20 7 1 AC 1J170223 i 0 U' Q (7 l3/ 0 8 _ a l f i rn �C14 i E C-4 Hanger' Schedule Hanger Qty HGUS2�r-2 1 ` — HTU26 14 9-02-00 1 19-06-00 --N o p J25 /p 7-oo-00 J24 �o !Y 0 ) J33 � of o' J24 N'. J25, '.H04 11 � _ ✓2 - H03 i H02 1-400 csyt J24 124 0 J25 o ��� J25 4 i n ¢ �. J26CD cli C11 Al 21 , �— 17-11-00 R t_ SHOP DRAWING REVIEW DISPOSITION ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and doe-.; not relieve the contractor of responsibility for any deviation from the requirements of the shop drawings. Contractor shall determine and verify all field measurements. AAPPROVED ❑ RE'URNED FOR CORRECTION D APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPROVED ❑ SEE TRANSMITTAL LETTER COMME4CCR BY _-_`-- DATE20Z HULSBERG ENGINEERING, INC. F 11481 ST. AUGUSTINE RD. #202 JACKSONVILLE, FL 32258 'EK PLATES 2197.,.. BLUELINX ON -CENTER -LVL 18993 ... BLUELINX ON -CENTER BLWOIST 7427.... BLUELINX ON -CENTER RIMBOARD 7427 LOADING CRITERIA Roof Floor Top Chord Live Load 20 40p.s.f i Top Chord Dead Load 7 10 p.s.f Bottom Chord Live Load 0 0 p.S.f Bottom Chord Dead Load 10 5 p.s.f Total Load 37 55 p.s.f Duration Factor _ 1.25 1.00 Building Code ' FBC 2014 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure C Building Type Closed NOTE it is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the j builder an approved truss layout prior to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, it disdaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses 1 ... manufactured by Manning Buil�ng 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 (BCSI 1-03) for further information. Trusses shalt be installed in a straight and plumb position. Where 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 Lerection to prevent damage or personal injury. - Approved truss anchor by builder. 2x4 minimum top and bottom chords. Square cut overhangs. 12 7/// 98/161, �f'---�- 544 12 gC Flsld BRO. �Un131iP�fOted othaduise. Engineer of Record: Jeffrey K. Hulsberg FL PE #33152 11481 Old St. Augustine Rd #202, Jacksonville, FL 32258 ------------------------------- Mi-nn—in—g Building Supplies, INC. 11155 Philips Parkway Dr. E. (fins Jacksonville, FL 32256 Phone: (904) 268.8225 Fax: (904) 260-2981 WWW.MBS-CORP.CONI Riverside Homes ----- --- a--- ------ — -- Job Nme: Mills Residence Lot/131k/Subdiv 26 ! ! ABCC Sca waia. 1/8"=1' 19/27/20 7 1 AC 1J170223 U c � C DESIGN SPECIFICATIONS: GENERAL NOTES: g. All concrete slabs on grade shall be the thickness as indicated on the drawings over Clay Masonry (Brick): 13. Fasten plies of 1 '/<" wide engineered lumber as follows: .a) minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with 2 -ply beams with (3) rows of 0.131 "x3'/4" nails @ 12"o.c. 00 Project has been designed in accordance with the 5th Edition (2014) Florida Building 1. The scope of these plans is limited to the structural requirements of this project. 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM -A 185, 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) Un Code, Residential, and the Florida Building Code, Existing Building (as applicable). Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, or fibermesh reinforcement shall be used with a minimum fiber length of 2' to 2" Hollow Brick, respectively. Grade SW shall be used. 4 -ply beams with (2) rows of Simpson 6 Y/4" long SDW screws @ 12" o.c. W M and flashing requirements are not addressed in these plans. complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per E DESIGN CRITERIA: cubic yard in accordance with manufacturer's recommendations. 2. Brick veneer shall be anchored with approved ties spaced no more than 16" o.c. STRUCTURAL STEEL: L o 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in vertical and 16" o.c. horizontal. Additional ties shall be provided around all wall Lu CD Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and 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 of construction and occupancy. o.c. and placed within 12" of the openings. Erection of Structural Steel for Buildings Basic Wind Speed: 130 mph P Y• other deleterious material. Structural fill shall be compacted to a density of at least (latest editions). 0 j � Building Risk Category: II 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Termite protection a. Welded Connections: AWS D1.1 0 -9 Wind Exposure: C Enclosed Structure 3. The contractor is responsible for the means and methods of construction. It is the shall be provided in accordance with applicable code requirements. If soil treatment 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 o a) R ( ) P PP q P (Y- ) (Y- ) W Building Classification: Residential contractor's sole responsibility to determine the procedure, sequence, and temporary is used, the treatment shall be done after all excavation, backfilling, and compaction 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) Cn U m bracing as to insure the safety of the building and its component arts during 22 gage by 7/8" corrugated and fastened with 1 /4 galvanized roofing nails. d. Structural Steel An les and Channels: ASTM A572 F -50 ksi Building Type: Type V Construction 9 Y 9 Po P 9 is completed. g (y- ) Wind -Borne Debris: NOT located in the wind-borne debris region construction. Adjustable or strand wire veneer ties shall be used at CMU walls. e. Structural Steel Rectangular HSS or Tubes: ASTM A500 (Fy=50 ksi) a 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be f. Structural Steel Round HSS or Pipe: ASTM A500 (Fy=46 ksi) or c f 7 i a = Unless otherwise noted, project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimensions at the job site prior to compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density 4. Unless otherwise noted on the plans, a steel angle L4x4x1/4 shall be used for ASTM A53 (Fy=35 ksi) I`•I••� commencing work. supporting brick veneer over openings. This angle will not be required for arched 3 W owner and/or contractor. Examples of such items include, but shall not be limited to, 9 (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. 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. Cn H determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles 11. The following minimum concrete cover shall be provided for reinforcement: the steel angle shall be attached to the wood framing with %" x 3" lag screws @ 12" m M plates, openings, sleeves, hangers, slab depressions, or other components as may tX 3" Concrete cast against and permanently exposed to earth o.c. or Simpson 4" x 3" SDS screws @ 12"o.c. 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. DESIGN DEAD LOADS: required to attach and accommodate other work. 2" Concrete exposed to earth or weather 6 � 1 '/2" Concrete not exposed to earth or weather WOOD FRAMING: 4. Holes required for bolted connections may be drilled or punched. Flame -cut holes c Floors: 6. All details and sections shown on the structural drawings are intended to be typical shall not be used. v Z o The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except 12. All continuous reinforcing steel in concrete shall be lap -spliced with the following 1. All wood framing has been designed in accordance with "National Design Specification 0 wood subflooring over wood truss, wood I -joist, or solid sawn lumber framing. The floor where indicated otherwise. minimum lengths: (NDS) for Wood Construction," 2012 edition. 5. Bolts shall be installed to the "snug -tight" condition - u.o.n. 07 U- 120 covering is assumed to be carpet, vinyl, wood or ceramic tile. The Engineer shall be #4 bars: 21" minimum '«-- L9 o notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #5 bars: 26" minimum 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 = N shall contact the Engineer for clarification in cases of conflict between the structural #6 bars: 32" minimum grades of visually graded Southern Yellow Pine dimension lumber per "Supplement to painting, steelwork shall be cleaned per SSPC SP -6 "Commercial Blast Cleaning". < cs; Roofs: drawings and any drawings prepared by others prior to commencing work. No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber," published by U) � Metal or Shingle: 10 sf Rafters 7 sf Wood Truss 13. Reinforcement in footings shall be bent around corners or comer bars shall be used. the Southern Pine Inspection Bureau (SPIB). 7. SSPC Paint 36 (polyurethane) shall be applied as the final coat to all structural steel v 9 P (Rafters) P ( ) g (P Y ) PP Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. surfaces exposed and visible to the exterior of the structure. CU � rn Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support 3. All wood members exposed to weather or in contact with masonry, concrete or soil o 0 n 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the reinforcing steel. Support items which bear on exposed concrete surfaces shall have shall be treated with an appropriate preservative suitable for the exposure conditions. 8. Field touch-up after installation where required to restore final finish. 00 DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction ends which are plastic tipped or stainless steel specified in the soils report shall be followed unless more stringent requirements are 4. If ACQ treatment is used on any wood member, then all nailing shall require HARDWARE AND ANCHORS: cB Floors: specified in these plans. MASONRY: hot -dipped galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50. S Exterior Balconies: 40 psf If borate treatment is used then galvanizing is not required. 1. All framing anchors and connectors shall be manufactured by Simpson Strong -Tie, ami Exterior Decks: 40 psf CONCRETE: General: United Steel Products (USP), or Engineer approved equal. a, Stairs: 40 psf (or 300 Ib point load) 5. Prefabricated wood trusses shall comply with NDS and "National Design Standard for CCn n Garages: 50 psf (or 2000 Ib point load) 1. All concrete work shall be in accordance with "Building Code Requirements for 1. All masonry work shall be in accordance with "Building Code Requirements 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 CO All Other Areas: 40 psf Structural Concrete," ACI 318-11, and "Specification for Structural Concrete," ACI 301. Masonry Structures," ACI 530-11, and Specifications for Masonry Structures," ACI F1554, Grade 36. 6. All trusses shall be designed b the Truss Manufacturer's registered Engineer. FLORIDA C.A. NUMBER: 25846 530.1-11 9 Y 9 9 Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 3. All metal connectors and hardware which are exposed to the exterior or in contact Without Storage: 10 psf Slabs on grade, footings, and misc. concrete: fc=2500psi 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of 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 Structural slabs, walls, beams and columns: fc=3000 sl registered Engineer's seal for approval. Design notes shall include the rated load ASTM Al3. Class C, or ASTM 8695, Class 50. With Limited Storage: 20 psf p 2000 psi per ASTM C1019. Grout shall be mixed to provide a slump between 8" to 11". 9 9� PP 9 � With Storage: 30 psf (fixed stair access) 21 Designated radon zones only - all concrete: fc=3000psi capacity of the truss to truss connectors, and the manufacturer's license to fabricate o ""`°!i��h",ata 3. Mortar shall conform to ASTM C270 and be I ype M or S. Type N mortar may be used trusses utilizing the connector system proposed. The contractor shall approve 4. nchor adhesives shall be either SET -XP or AT -XP by Simpson Strong -Tie (with c o�.�`` �• Roofs: 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) in brick veneer. fabrication and installation drawings showing size, shape and layout. Florida Product Approval) and installed according to the manufacturer's instructions. •. ... ? •S` 'j ">, Less than 4:12 slope: 20 psf Holes shall be cleaned of all debris and brushed out prior to installation of anchor > 4:12 slope or greater: 16 psf 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) 4. The contractor shall be responsible for the dosign and installation of all flashing. 8. Jobsite handling and erection, including temporary bracing, during installation of adhesive. 0 • Water shall be trusses shall comply with TPI / WTCA BCSI 1. `'* : N�. �5 ` DEFLECTION CRITERIA: 5. W clean and free of injurious amounts of oil, acids, alkalis, salts, organic Concrete Masonry (CMU). ROOF COVERING: 3: material or othor substances that are deleterious to concrete or steel reinforcement. 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened a 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 Walls: 1. Concrete masonry units (CMU) shall be ASTM C90-116, Hollow Load -Bearing PP 9 P 9 9 o Wind loads with plaster or stucco finish: U360 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the Concrete Masonry Units, normal weight, with a minimum compressive strength of Connection Schedule. system. L Wind loads with other brittle finishes: 0240 structural drawings. All reinforcing details shall conform to "Details and Detailing of 1900 psi (fm=1500 psi). �,�� •.•„° d D P�,.°'° Wind loads with flexible finishes: U120 or 0180* Concrete Reinforcement," ACI 315, unless detailed otherwise on the structural 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 = >.,�f� °•"• ��� * U180 for exterior walls with interior gypsum board finish. drawings. 2. All continuous reinforcing steel in masonry shall be lap -spliced with the following detail as shown in the structural drawings. manufacturer's requirements. CU S C .,,� ¢11i ,, i���o` Floors: minimum lengths: FLOYD S. S1Mi���SN, PE Live Load: U480 * 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #4 bars: 20" minimum 11. Guardrails, handrails, and guard in -fill components (Balusters and Panel Fillers) shall 3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile Installation FL PE No. 50791 Total Load: U240 * shall be in accordance with "Standard Tolerances for Concrete Construction and #5 bars: 25" minimum be provided by others. Manual," and the manufacturer's requirements. Ca OMMENTS: * Increased floor stiffness may be required by floor covering manufacturer Materials," ACI 117. Footing or slab edges may be up to 1/2" inside of the sill plate. #6 bars: 30" minimum 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 ami Roofs: 3. Grout all cells containing vertical reinforcement in 5'-0" maximum lifts. specifications: to the manufacturer's requirements. c' LVL or Parallam LSL CU Live Load: L/240c_i Total Load: U180 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall 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 height exceeds 5'-0". Fb=2,600 psi Fb=2,325 psi and valley material. 00 Fc =750 psi Fc =900 psi a) 5. Beam reinforcement shall be continuous across control joints. Fv=285 psi Fv=310 psi o U a> a 0 0 c co U) c CU -n c co U) c rn CD a> C6 CU a> All window, door and soffit assemblies shall be designed to withstand the design a3 pressures indicated below and shall be installed in accordance with the a� manufacturer's requirements. c WIND PRESSURES ON WINDOWS, DOORS & SOFFITS (psf) AREA OF OPENING EDGE STRIP 5 INTERIOR ZONE 4 onnector Fastening Schedule Pos Neg Pos Neg FL # MITEKMSP ID FL # Fasteners 0 to 20 sf 23.4 -31.3 23.4 -25.3 20.1 to 50 sf 22.4 -29.1 22.4 -24.4 50.1 to 100 sf 21.0 -26.3 21.0 -23.0 100.1 to 200 sf 19.8 -24.4 19.8 -21.8 200.1 to 500 sf I18.8 22.2 18.8 20.8 Soffit Design Pressure 1 23.4 -31.31 23.4 -25.3 a� -a c CU C CU a> vi c CU L a) U) Q) c L CM T CL Metal onnector Fastening Schedule Simpson ID FL # MITEKMSP ID FL # Fasteners Anchorage (U.O.N.) A35 10446.1 MPA1 17244.23 (12) 0.131" x 1'/2" n/a ABU44 - Z 10860.4 PAU44 - TZ 17239.13 (12) 0.162" x 2'/2" or (12) 0.162" x 3'/2" 5/8" w/ 7" embed ABU66 - Z 10860.4 PAU66 - TZ 17239.13 (12) 0.162" x 2'/2" or (12) 0.162" x 3'/2" 5/8" w/ 7" embed CS 16 10852.2 RS150 17244.27 (11) 0.148" x 3" in each end - (22) total n/a DSP 10456.1 RSPT6-2 17244.29 (8) 0.148" x 1'/2" into studs (6) 0.148" x 1'/2" into double plate n/a DTT2Z 10441.1 DTB-TZ 17219.1 (8)'/4" x 1'/2" SDS '/2" w/ 4'/2" embed (mono) & 7" embed (stem) GBC 10861.3 HC520 N/A (5) 0.131" x 1'/2" into gable brace �(7) 0.131" x 2'/2" into double plate n/a H2.5A 10456.3 n/a: use RT7 17236.11 5) 0.131" x 2'/2" in each end - (10) total n/a H2.5T 10446.8 n/a: use RT7 17236.11 (5) 0.131" x 1'/2" in each end - (10) total n/a H3 10456.3 RT3A 17236.11 4) 0.131" x 2'/2" in each end - (8) total n/a H6 10456.3 LFTA6 17244.17 8) 0.131" x 2'/2" in each end - (16) total n/a H8 10446.8 RT8A 17236.11 5) 0.148" x 1'/2" in each end - (10) total n/a HDQ8 10441.3 n/a: use UPHD8 17219.6'20)'/4" x 3" SDS 7/8" w/ 15" embed (SET epoxy only) HDU5 10441.4 PHD5 17219.414)'/4" x 2'h" SDS 5/8" w/ 7" embed (mono) & 12" embed (stem) HDU8 10441.4 PHD6 17219.4'20)'/4" x 3" SDS 7/8" w/ 15" embed (SET epoxy only) HETA16 14473.3 HTA16 17680.4 10) 0.148" x 1'/2" 4" embed HTS20/24/30 10456.6 HTW20/24/30 17244.8 10) 0.148" x 3" in each end - (20) total n/a HTSM16/20 11473.12 HTWM16/20 6223.2 8) 0.148" x 3" into wood '4)'/4" x 2'/4' Titen into CMU 4)'/4° x 13/4' Titen into concrete n/a HT174 11496.6 HTT4 17324.2 18) 0.162" x 2'/2" 5/8" w/ 7" embed (mono) & 12" embed (stem) HTr5 11496.6 HTT5 17324.2 26) 0.162" x 2'/2" 5/8" w/ 7" embed (mono) & 12" embed (stem) LTP4 10446.13 MP4F 17244.24 12) 0.131" x 1'/2" n/a LSTA18 10852.6 LSTA18 17244.18 7) 0.148" x 3" in each end - (14) total n/a LTS12 10456.7 LTW12 17244.8 6) 0.148" x 3" in each end - (12) total n/a MSTA24 10852.9 MSTA24 17244.18 9) 0.148" x 3" in each end - (18) total n/a MSTAM24 11473.11 MSTAM24 17325.1 9) 0.148" x 3" into wood :5) Y4' x 2'/4' Titen into CMU 5)'/4' x 13/" Titen into concrete n/a MSTA30 10852.9 MSTA30 17244.18 11) 0.148" x 3" in each end - (22) total n/a MSTA36 10852.9 MSTA36 17244.18 13) 0.148" x 3" in each end - (26) total n/a MSTAM36 11473.11 MSTAM36 17325.1 13) 0.148" x 3" into wood '8)'/4" x 2'/4" Titen into CMU '8)'/4" x 13/" Titen into concrete n/a MTS12/20 10456.8 MTW12/20 17244.8 7) 0.148" x 3" in each end - (14) total n/a MTSM16/20 11473.12 HTWM16/20 6223.2 7) 0.148" x 3" into wood 4) %4' x 2'/4' Titen into CMU 4) %4' x 13/" Titen into concrete n/a PA51 13326.4 TA51 N/A 14) 0.162" x 2'/2" or (14) 0.162" x 3'/2" 4" embed SPH4/6 10456.12 SPTH4/6 17244.32 12) 0.148" x 1'/2" n/a SSP 10446.1 RSPT6 17244.29 4) 0.148" x 1'/2" into studs 3) 0.148" x 1'/2" into double plate n/a STHD14 13326.7 STAD14 17230.3 30) 0.148" x 3'/4' 14" embed Notes: 1.) Al connectors manufactured by Simpson Strong -Tie or M 2.) Mono = monolithic concrete, stem = masonry stemwall or 3.) Anchorage refers to threaded anchors with noted diametE TEK/USP (U.O.N.) bond beam rs and embedmentdepths a� -a c CU C CU a> vi c CU L a) U) Q) c L CM T CL 0 U L Qi r 0 CUc ' 1 Cn .2 vi 7+ 0. 0 U U U a W W E 2 m 0 �..� _ Cn Cn ~ `n W Z � � Q Cn J LU J Q > U N �.. - F- W W O a> U 11 c JOB NUMBER: 17-1404 1 COUNTY:DUVAL w 0'LRELEASE NTS a3 NOT SCALE THIS DRAWING = 10-02-17 C3 c c DRAWN BY: CMF c 'a) CHECKED BY: c FSS W TITLE: GENERAL NOTES n = SHEET: O 04 L D-1 24" x 24" x 12" PAD FOOTING- WITH OOTINGWITH (2) #5 EACH WAY (TYPICAL) SEE DETAIL "E" ON SD -1 POOL BY OTHERS 14'-0" I 9'4" STAIRS BY Fj BUILDER L t? I I V-0" MIN. ------� I I MIN. 1'-0" MIN. 1'-0" MIN. I I I I 8'-8" 2'4" °°�I1llllrliiS�.lulladfai:�rrr;; T-0" 1' " T-0" 2'-4" " 4'-0" '-0" I 0 _0 _ No. 507911. -- e _ FOR M7164-1'rlm mrimw I I I I I � I B I sD-• I I I I I I -- r — n r r I BUILDER mho ---j m v sp L------------------------------- ------------ ---------------------------------- ------ -----------------1 I I I I B I I SD I I 4 I I I I H SD -1 PROVIDE RECESS 2''6" 4'-6" I I I I 3: PROVIDE FOR SHOWER I "1 r ---- -- A I I i - H SD - 4" CON CRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERM 'SH OVER 6 MIL VAPOR BARRIER COVERING' CLEAN AND COMPACTED FILL 3'-3" 14'-10" r I I B L SD -1 30" x 30" x 12" PAD FOOTING WITH (3) #5 EACH WAY SEE DETAIL "P" ON SD -1 r, — n — �—�24" x 24" x 12" PAD FOOTING WITH (2) #5 EACH WAY SEE DETAIL "P" ON SD -1 H � TZ--- u� II 5,4„ I SIMILAR 2x8 TREATED LEDGER w/ ® I � HDG ANCHOR BOLT @ 18" O.C. (SET ADHESIVE wl 4" EMBED.) 0 1 1 FOUNDATION PLAN mecn YI6 .:.:::.... V-0" MIN. ------� 1'-0" MIN. 1'-0" MIN. PF V-0" MIN. 1'-0" MIN. 1'-0" MIN. 10-02-17 I 8'-8" 2'4" °°�I1llllrliiS�.lulladfai:�rrr;; T-0" 1' " T-0" 2'-4" " 4'-0" '-0" I 0 _0 _ No. 507911. -- e _ ST'" E Zor e•lY-fl••Y -- cn O / \ rntp � '/ 10-02-17 rEil/NAlliili111i4:���' F- FLOYD S. SIMPSON, PE cu - - — — — — M I OMMENTS: EMBEDDED STRAP AT EACH FOUNDATION PLAN mecn YI6 Q CJ = SUGGESTED CONTROL JOINT LOCATIONS (SEE DETAIL "T' ON SD -1) ?; =DENOTES TWO STORY FOOTING CONDITION CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION ci c c a� a� c 00 U-) N W fV pl M J ^ u— U =3 O1 v N o Z c O O a Y m Q a CL N O = N 3.1 W W cn cn Q� CO X � � N O LU N CSC Z O O O U) Ll (D O O = N Q CD 3 U) CR o J m 00 cu 0 ' V-0" MIN. FLORIDA C.A. NUMBER: 25846 1'-0" MIN. 1'-0" MIN. PF V-0" MIN. 1'-0" MIN. 1'-0" MIN. 10-02-17 I 8'-8" 2'4" °°�I1llllrliiS�.lulladfai:�rrr;; T-0" 1' " T-0" 2'-4" " 4'-0" '-0" I _0 _ No. 507911. -- e _ ST'" E Zor e•lY-fl••Y -- cn O / \ rntp � '/ 10-02-17 rEil/NAlliili111i4:���' F- FLOYD S. SIMPSON, PE cu - - — — — — M I OMMENTS: EMBEDDED STRAP AT EACH I — —r -.o a> rn GARAGE DOOR OPENING - — — — — I— — -T ( SEE DETAIL "F" ON SD -1 0 i I I � Q O TAIRS B I —° N W I ' BUILDE W 0 c I B m —CJ— = V I L) �I I I I T -8"I I 32'-2" I I Z I Q I I N J B I I T W I J - I SD -1 > J L ------ ---j I--- ------------- — — — —� r -------- — Z ------------------ I I w_ 160) L-- J c) Q CJ = SUGGESTED CONTROL JOINT LOCATIONS (SEE DETAIL "T' ON SD -1) ?; =DENOTES TWO STORY FOOTING CONDITION CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR TO CONSTRUCTION ci c c a� a� c 00 U-) N W fV pl M J ^ u— U =3 O1 v N o Z c O O a Y m Q a CL N O = N 3.1 W W cn cn Q� CO X � � N O LU N CSC Z O O O U) Ll (D O O = N Q CD 3 U) CR o J m 00 cu 0 c c� C a� Y1s" = V-0" (U.O.N.) FLORIDA C.A. NUMBER: 25846 s DO NOT SCALE THIS DRAWING T O 10-02-17 N °°�I1llllrliiS�.lulladfai:�rrr;; c � c > �' _0 _ No. 507911. cu i e _ ST'" E Zor e•lY-fl••Y '.sfn°~w+ O / \ rntp � '/ 10-02-17 rEil/NAlliili111i4:���' T FLOYD S. SIMPSON, PE cu FL PE No. 50791 CLT OMMENTS: O -.o a> rn c co U U 0 a� Q O a —° N W O W 0 c m c c� C a� Y1s" = V-0" (U.O.N.) N DO NOT SCALE THIS DRAWING = O 10-02-17 ci c � c r V CLT o V cf) a —° W W E m U = V Z Q N � J T W J Q CD > J L N — Z w Is w_ � U � c JOB NUMBER: COUNTY: w 17-1404 DUVAL 21 Y1s" = V-0" (U.O.N.) N DO NOT SCALE THIS DRAWING = RELEASE DATE: 10-02-17 ci c a5 DRAWN BY: CMF c CHECKED BY: cFSS W TITLE: FOUNDATION PLAN =SHEET: r O CN i FULL HEIGHT WALL SHEATHING /(2) 2x6 BUILT-UP kk; P ST (MIN.) Lu CN 2 c N Il: THIS OPEN PORCH OILING R SD -3 -_------_ ( x T7EA7E7 I .............................. - - - - - - - S6 ------- Iiia I III FASTEN WITH 6d COM OR BOX 2x6 FRAMED -WALL IIIA NAILS AT 6" O.C. ON EDGES PORCH BEAM � AND 12" O.C. IN THE FIELD CN IIIA A ....... IIIA IIII I TW4 I " E J W O E E ----- ----- (3) 2x6 BUILT-UP O J N �- (3) 2x6 BUILT-UP",, UILT-UP III III@ POST (MIN.) o E: � POST (MIN.) IIIA (2) 2x6 BUILT -UP's ........... ::...:::::::::: III IIIA ::.'.'.'.'.'.'•'::::::.:: POST'(MIN.) IEk III III BALLOON FRAME III H- CIS ClJ X a) III IIIA WALL w/STUDS \ ' ;•' (2) 2x6 BUILT -U III Illh > Ilk > J iO4 M III BM2 �It IIII Ill......................•............•.•........................ x .. -0 xx.... III :NOTE---- `® II( ............................... .. `- `o .... \..M ::II III EACH REAR POST SHALL BE TREATED C, III 6x6 POST ON ABU66-Z POST BASE IIII v " III STRAP POST TO EACH BEAM ABOVE Ilk II WITH (1) H6 -Z CLIP OR (1) MSTA24-Z IIIA I�I I{I TYPICAL ALL POSTS - (U.O.N.) IIIA �Ik III SEE DETAIL "U" ON SHEET SD -3 IIIA :NOTE: III III I THIS OPEN PORCH OILING i IIIA REQUIRES A MINIMUM 8" SHEATHING Iiia '�. FASTEN WITH 6d COM OR BOX I III IIIA NAILS AT 6" O.C. ON EDGES I IIII x � AND 12" O.C. IN THE FIELD CN IIIA A ....... (2) 2x12.;1 IIII I TW4 • ® I IIII III IIII Q LIP- a- IWO-w 0 IIIA M zo (2) JACKS ........... .................. : IIIA z N N MIN, IIIA 0 v IIIA IIIA LU212-3-Z- III%' (3) 2x12 TREATED HANGER — _ .POKFiBEAM= IIII e IIII sD-3 � II IIII IIII liq i IIIA � IIIE '�. IIII:..................................... MI � IIIA IIIA � IIII 2) 2x10 IIII2) 2x12 RAISED IIII PORCH (2) 2x12.;1 BEAM= PORCH •, ` T T — =px12 PQ ,QH BEAM = =BEAM R*N 2x6 FRAMED WALL III 0 S SD -3 TYPICAL ALL EXTERIOR WINDOW AND DOOR OPENINGS ,(3) 2x6 BUILT-UP i' POST (MIN.) — (2)1 4" x —14"—LVL— or 4"LVLor (3) 1 %" x 11 Y" LVL III o' III Lu N N III _N 0 III " N N III _ III .................................... �►I ....................................... III � >uj _ I III Q `" o EIII III 0(N FI III N �N N�III C4 mili 2) 2x10 HEADER III 2J 1K III 1 Lu III III (3) 2x6 BUILT-UP a C14 C4 III III POST (MIN.) N o ° III ?III N N CN III LU QN (2) JACKS/ M s MIN. N 0 c 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 "U" ON SHEET SD -3 NOTE: THIS OPEN PORCH CEILING REQUIRES A MINIMUM Y8" SHEATHING FASTEN WITH 6d COM OR BOX NAILS AT 6" O.C. ON EDGES AND 12" O.C. IN THE FIELD IIII v V 111 � . IIII III R C -A IIII SII (3) 2x6 BUILT-UPS.III � III (3) 2x6 BUILT-UP 2x6 BUILT-UP '�. POST (MIN.) 2x6 FRAMED WALL Am— w c POST (MIN.) �3) POST (MIN.) I: LO CV N — TW4 I " E J W O E E ----- ----- (3) 2x6 BUILT-UP O J N �- (3) 2x6 BUILT-UP",, UILT-UP III POST (MIN.) o E: � POST (MIN.) (2) 2x6 BUILT -UP's ........... ::...:::::::::: ...... ::.'.'.'.'.'.'•'::::::.:: POST'(MIN.) � W CIO BALLOON FRAME H- CIS ClJ X a) ^ WALL w/STUDS \ ' ;•' (2) 2x6 BUILT -U Uj N W @ 12" O.C. PAST (MIN.) Z BM2 �It ::D N I = MMMA1�I — — — (2) 2x6 BUILT-UP POST (MIN.) WALL LAYOUT -FIRST FLOOR (3) 2x12 HEADER 2J I 2K JJ GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 26.5 psf ± P NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF IU -1 %" - U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHTS UP TO 10'-1 y8" - U.O.N. 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS "BRITTLE" (STUCCO) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS 1. INSTALL (1) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING -SEE DETAIL "F" ON SD -1 (3) 2x12 HEADER 2J I 2K GARAGE DOOR SHALL BE RATED FOR A MINIMUM DESIGN PRESSURE OF 26.5 psf ± d c � w c � W LO CV N Q' O " E J W O E E T �1 \�I// O J N �- ID OP � o E: � w Q .� W N � W CIO H- CIS ClJ X a) ^ CD Uj N W o o Z � � cn Z ::D N co � � c CD O rn 72 a. co c -OIL �3 I..j - _s FLORIDA C.A. NUMBER: 25846 � 1liiaUtd:q O �v. 07q cu ' c - CD C cu f 10 05-17 t� ��•`�'` a FLOYD S. SIMPSON, PE cu FL PE No. 50791 M 1COMMENTS a) 0 0 cu a� cu 0 -n c ca v� c m W a� C6 - cu a) CO Co L (2) 2x12 HEADER c 2J 2K GA AGE DOOR SHALL BE RATED FOR A C° It DESIGN cu I RESSURE OF II 29.3 psf ± c II LU II IL < �Q (2) JACKS M = co coco IIMIN. z N 0 Q II `� U a� �I 0 c p � �..� V SHEARWALL LEGEND: _ U V ............ = NON-BEARING WALL cru W Q cLu D = BEARING WALL E m 0 SW_6 mc_ V D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2Y") tJJ z NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON O Q INTERMEDIATE SUPPORTS @ C/) J SW -3F- 0 = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2Y") a) W J Q NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON t > J CO INTERMEDIATE SUPPORTS�/ U N � v Z w SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWA Q' J O � V a a� NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL 'o, JOBNUMBER: COUNTY: BE NAILED @ Y O.C. TOP AND BOTTOM PER 17-1404 DUVAL DETAILS "A" & "B" ON SHEET SD -2 - U.O.N. -SCALEB WOOD FRAMED HEADER LEGEND: /,s' = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAINING SIZE = ELEASE DATE: 10-02-17 OF HEADER U 10-05-n 2 20_ HEADER Q' J _K � DRAWN BY: CMF C QUANTITY UANTITY 'a, CHECKED BY: FSS OF JACKS OF KING STUDS W TITLE 2) WALL LAYOUT NOTE: Ia) FIRST FLOOR ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM (2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE = SHEET: INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER o ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH N MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) @ S�3 HTT5 HOLDOWN HTT5 HOLDOWN IIII l R I / HOLDOWN ................... III �tO•dsMAX.......... III CIO ---MSTA24 AT IIII IIII IIII 10 END OF HEADER Illl HTT5 HTT5 HTT5' Lo CV c"I IIII HOLDOWN HOLDOWN HOLDOWN LU212-3-Z- Ilk{ IIII 0 RODS @ 4' O.C. MAX Ill MSTA24 AT � HANGER HOLDOWN IIII IIII UII illi C Z m O Ilk END OF HEADER kkE Ilk IfE Illi IIII Ifl III ::.:::..:::.:.....::.::::::::.:.:::....:..::::::::::: ::::::::::::::...... EACH REAR POST SHALL BE TREATED � .. ..... � '•. HTT5 IIII IIII....................... 6x6 POST ON ABU66-Z POST BASE IIII HOLDOWN HOLDCWN ...'.'...: I!k a� STRAP POST TO EACH BEAM ABOVE {III IIII Ilk WITH (1) H6 -Z CLIP OR (1) MSTA24-Z IIII BEAM III TYPICAL ALL POSTS-(U.O.N.) 1111 o /_R1,//R1 SEE DETAIL "U" ON SHEET SD -3 {III SD -3 �E� 0 IIII ISI STA24 AT CD o Q 0 L END OF HEADER �p IIII %/ Q IIII �/ IIII HTT5 ::::::: (�� IIII HOLDOWN ........ I I -HTT5 • HOLDOWN HTT5- HOLDOWN HTT5 ...........::::::::::: ttOLDQVIfId::: . HOLDOWN J {- III III Ilk Ill III III HTT5- HOLDOWN TT5- HOLDOWN III 10 • III _G4 -HTT5,-' . • 11 HOLDOWN III ::::::: � ...........: ::.:::.::::: :::::::::: ...::::::::::::::'•:III::::::::::'.': F,> III SD 3 SD -3 / HOLDOWN HOLDOWN HTT5 HOLDOWN TIE -DOWN LAYOUT - FIRST FLOOR HTT5 HOLDOWN HOEDOWN HOLDOWN Al NOTE: 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 "U" ON SHEET SD -3 } --HTT5 HOLDOWN N O m Ix 0 U /HTT5 HOLDOWN HOLDOWN 1. INSTALL (1) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING - SEE DETAIL "F" ON SD -1 I II II II II II II �I II --V I HTT5 HOLDOWN HTT5 HOLDOWN CU C l • I / c ; CIO ---MSTA24 AT IIII IIII IIII 10 END OF HEADER • ...................................... IIII INIIII {�I MSTA24 AT l Lo CV c"I IIII END OF HEADER J w O LU212-3-Z- Ilk{ HTT5 0 RODS @ 4' O.C. MAX .W1 a) p J a) � HANGER HOLDOWN m C Z m O E IIII IIII IIII R sD� �' ifi II IIII � .. ..... � '•. HTT5 IIII IIII....................... a� HOLDOWN HOLDCWN ...'.'...: IIII IIII IIII IIII a� HTT5—__ IIII TS12 AT HOLDOWN. � BEAM IIII _•_ axiom—= — _•= o /_R1,//R1 • SD -3 -HTT5 • HOLDOWN HTT5- HOLDOWN HTT5 ...........::::::::::: ttOLDQVIfId::: . HOLDOWN J {- III III Ilk Ill III III HTT5- HOLDOWN TT5- HOLDOWN III 10 • III _G4 -HTT5,-' . • 11 HOLDOWN III ::::::: � ...........: ::.:::.::::: :::::::::: ...::::::::::::::'•:III::::::::::'.': F,> III SD 3 SD -3 / HOLDOWN HOLDOWN HTT5 HOLDOWN TIE -DOWN LAYOUT - FIRST FLOOR HTT5 HOLDOWN HOEDOWN HOLDOWN Al NOTE: 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 "U" ON SHEET SD -3 } --HTT5 HOLDOWN N O m Ix 0 U /HTT5 HOLDOWN HOLDOWN 1. INSTALL (1) MSTA30 STRAP AT EACH END OF GARAGE DOOR HEADER. NAIL STRAP INTO HEADER AND JACKS BELOW 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING - SEE DETAIL "F" ON SD -1 I II II II II II II �I II --V I HTT5 HOLDOWN HTT5 HOLDOWN CU C l • I / c ; CIO i \ l`✓1 m c m 10 � W Lo CV c"I 21M� U ',,'TLOYD S. SIMPSON, PE J w O _ U ^ .W1 a) p J a) O O m C Z m O E W Y � Q � rTl N = q `4 3 a� w u w � a� cu Z coo � x � ' �••� {vJ cV W o Z o co 0 CD o Q 0 L �p c F- co w Q cu Ct J CD ui c � 1 O L_ co cur L - 0 m c P) c� m FLORIDA CA, NUMBER: 25846 m L a� L o l me`"Az I / ; CIO oL j1 10 L 0 • c.i... M _•j f q • i. -05 17' ',,'TLOYD S. SIMPSON, PE cu FL PE No. 5079.1. S� (COMMENTS L U oL m 0 U m 0 0 c a� cu Fn 0) c c cu ui c C4 m cuc m CIO m L NOTE: c ALTERNATIVE TO SSP / DSP AT DOUBLE PLATE, w' (1) SIMPSON SDWC 15600 SCREW OR ALTERNATIVE TO SPH_ AT DOUBLE PLATE, (2) SIMPSON SDWC 15600 SCREWS STUD m TT5 TO DOUBLE PLATE PER SIMPSON DETAIL. m HOLDOWN Fn m /DOUBLE PLATE m U) m N, II 101 Q 1• MAX o MN m HTT5 1 MAX _0.-�. HOEDOWN STUD SDWC 15600 2 SCREW a, V 7 fl- T i� o U V c Q W W HTT5 0 m HOLDOWN ELEVATION- SDWC 15600 o O V U OPTIMAL 22%° ANGLE CIO 0 Z Q \\� 10° 0 ° _ y J DOUBLE 30° i I (/� i -- PLATE \ I I1J J Q m > J to L N Lu 3" (+/-1/4") a, w SDWC 15600' _ 0 SCREW c U �-- STUD W JOB NUMBER: 17-1404 COUNTY DUVAL SCALE: %s' = 1'-0" (u.o.N.) SECTION- SDWC 156002) DO NOT SCALE THIS DRAWING = ELEASE DATE: 10-02-17 C_) � 10-05-17 c DRAWN BY: CMF THREADED ROD LEGEND: 0) CHECKEDBY: • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE Lu TITLE: (4" MINIMUM EMBEDMENT REQUIRED) 21 TIE -DOWN LAYOUT -0 FIRST FLOOR • THREADED ROD FROM FOUNDATION TO UPPER O SHEET. FLOOR DOUBLE PLATE = (4° MINIMUM EMBEDMENT REQUIRED) o N O = HOLDOWN (AS NOTED) INSTALLED AT SILL PLATE O I FULL HEIGHT WALL SHEATHING II I RODS @ 4' O.C. MAX — ---mu------ — SSP AT TOP PLATE AND CS16 TO BEAM BELOW @ 32" O.C. 1 WE 2) 2x6 BUILT-UP BETWEEN \ POST (MIN.) w/ FLOORS CS16 TO BEAM U too ooQ = H 00 Luw J Z w N > 2x10 LEDGER Al VAULTED — CEILING TERMINATION BELOW FASTEN w/ (5) 0.131" x 3" NAILS AT EACH STUD L t —(2) CS16 ,___--SSP & CS16 BETWEEN � (2)1 %" x 11 a LVL `) III MIN. III PORCH BEAM ALIGN POST/ BEAM �(2) JACKS III HTS24 AT MIN. \ III BEAM / SSP AI TOP PLATE Illm �� � III BELOW Ilk �� FLOORS 0 z 59 10-02-17 IIS � DOOR OPENINGS a o IIIc � III `' m III" w ..........::: to a III u0 N ¢Q NOTE. III N u�i = EACH BALCONY POSTI SHALL BE MIN.: Z N N TREATED 4x4 POST $TRAPPED III 0111— TO FRAMING BELOW WITH MSTA3 -ZSTRAP N 0 � V � m STRAP POST TO EACH B4M ABOVE (II °d X L9 �=ALL 0 0�= O WITH (1) H6 -Z CLIP OR (1) MSTA24-Z IIh LL z = ¢ H- NOTE: BALLOON FRAME -----I THIS OPEN PORCH CEILING WALL w/ STUDS REQUIRES A MINIMUM %" SHEATHING FASTEN WITH 6d COM OR BOX IIp IIIA @ 12" O.C, cp� N NAILS AT 6" O.C. ON EDGESII x Lu AND 12" O.C. IN �fHE FIELD II IIr III � I III I� � N III III II. Lu II III= N II IIS O II: IIIc N N II �I III X IIS HTS24 AT BEAM & kI IIFCS16 BETWEEN FLOORS III (2)1 4" x 11 4" LVL I RODS @ 4' O.C. MAX — ---mu------ — SSP AT TOP PLATE AND CS16 TO BEAM BELOW @ 32" O.C. 1 WE 2) 2x6 BUILT-UP BETWEEN \ POST (MIN.) w/ FLOORS CS16 TO BEAM U too ooQ = H 00 Luw J Z w N > 2x10 LEDGER Al VAULTED — CEILING TERMINATION BELOW FASTEN w/ (5) 0.131" x 3" NAILS AT EACH STUD L t —(2) CS16 ,___--SSP & CS16 BETWEEN (2) JACKS-- BETWEEN `) III MIN. FLOORS ❑ ALIGN POST/ BEAM �(2) JACKS BEAM BELOW III MIN. \ w/POST/BEAM --(2) CS16 / SSP AI TOP PLATE BETWEEN N o 0 �& CS16 BETWEE III BELOW . : cu FLOORS 0 z 59 10-02-17 Ed E, 2x10 LEDGER AT VAULTEIJ r_{2) CS16 CEILING TERMINATION BETWEEN FASTEN w/ (5) 0.131" x 3" FLOORS NAILS AT EACH STUD i RODS @ 4'0.C. MAX SSP AT TOP PLATE & CS16-'-- TO BEAM BELOW @ 32" O.C. AT TOP P T ,___--SSP & CS16 BETWEEN `-' - _ --'-• -- POST (MIN.) w/ =OBCFEAM- ---_ `) LL' w QN — ❑ ALIGN POST/ BEAM SD -3 BEAM BELOW (2) CS16 TO \ w/POST/BEAM N / SSP AI TOP PLATE o �& CS16 BETWEE FLOORS BELOW . : cu yl0 10-02-17 Ed E, FLOYD S. SIMPSON, PE DOOR OPENINGS a o (J wui m `' m Ir Lu ..........::: to a ¢Q (2) JACKS N O 0w u�i = LL m o MIN.: x i RODS @ 4'0.C. MAX SSP AT TOP PLATE & CS16-'-- TO BEAM BELOW @ 32" O.C. AT TOP P T ,___--SSP & CS16 BETWEEN `-' - _ --'-• -- POST (MIN.) w/ FLOORS `) LL' w QN Y Is � w BEAM BELOW (2) CS16 TO • ` * : SD C) N � N N SSP AI TOP PLATE o �& CS16 BETWEE FLOORS 0 . : cu yl0 10-02-17 Ed E, FLOYD S. SIMPSON, PE DOOR OPENINGS a o (J wui m `' m Ir Lu ..........::: to a ¢Q (2) JACKS N O 0w u�i = LL m o MIN.: x �=0� (0 N N 0 � V � m °d X L9 �=ALL 0 0�= O LL z = ¢ H- SSP AT TOP PLA E & CS16 BETWEEN a N FLOORS Lu N N -CS16 BETWEEN FLOORS FIL — F'U5I (MIN.) W `-' - _ --'-• -- POST (MIN.) w/ cc `) (2) CS16 TO Is � d in o BEAM BELOW (2) CS16 TO • ` * : SD C) N � ;: ................... BEAM BELOW o cn TYPICALALL w ♦ D01 0 . : cu EXTERIOR WINDOW AND g 10-02-17 Ed E, FLOYD S. SIMPSON, PE DOOR OPENINGS a o PE No. 50791 wui m ..........::: ¢Q (2) JACKS LL m o MIN.: CO PNS7,.,. BALLOONFRAME (2)2x HEADEREl WALL w/ STUDS 2J 2K@ 12" O.C.SSP AT TOP PLATE & TO BEAM BELOW @ 32" O.C. WALL LAYOUT -SECOND FLOOR 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 STUDS @ 16" O.C. FOR PLATE HEIGHT OF 9'-1 %" - U.O.N. 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16" O.C. FOR PILATE HEIGHTS UP TO T -1'/B" - U.O.N. 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS "FLEXIBLE" (SIDING) - U.O.N. NOTIFY ENGINEER OF ANY VARIATIONS - - I F- - - _j] c � 00 LO Lu N laM E -0 U W o tr �c �`/J `w E Z c O O 1 U (D L1 0 CD2 � CV 3 w a M to Q U) M X � � O 0 N Z rn J� Ln LL L Vl�Lr)r co -5 14T 0 CN CN 3 U) CR 0 0 J p� 7 O co 4 V.0 C cu a) 01 FLORIDA C.A. NUMBER: 25846 0 a� Q 0 u, .Q 0 0 c c9 c �3 a c c6 u co a� cD W _I_— F_ ui F - t7 70 c m u cu (2) a aw cn THREADED ROD LEGEND: cn • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) LZ O - o • %" THREADED ROD FROM FOUNDATION TO UPPER CD FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) c cu V E3 = HOEDOWN (AS NOTED) INSTALLED AT SILL PLATE � V SHEARWALL LEGEND: _ = NON-BEARING WALL � V ........... . a W Lu 0 = BEARING WALL E m m 0 V o = SW -6 _ _c W ~ D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2%") c Z NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON O Q INTERMEDIATE SUPPORTS cn cn J SW -3 _ �, (n I- 0 = SHEARWALLS FASTENED WITH 8d COM (0.131" x M') ami W = Q NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON z > J CO INTERMEDIATE SUPPORTSc3U N — Z w SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWA �' w O w NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL 'cM JOB NUMBER: COUNTY: BE NAILED @ 3" O.C. TOP AND BOTTOM PER w 17-1404 DUVAL DETAILS "A" & "B" ON SHEET SD -2 - U.O.N. rn WOOD FRAMED HEADER LEGEND: %s' = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING SIZE = RELEASE DATE: OF HEADER 10-02-17 tJ C 2 2x_ HEADER _J _K DRAWN BY: CMF c QUANTITY UANTITY iTrSHEET: OF JACKS OF KING STUDS w NOTE: LAYOUT D FLOOR LO ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM = (2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE r INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER o ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH N MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) @ S�5 cc Is � 0 • ` * : i ©. �� 791 try cu = TATE *< o ♦ D01 0 °° � iiiriiiiii••' cu 10-02-17 Ed E, FLOYD S. SIMPSON, PE FL PE No. 50791 0 a� Q 0 u, .Q 0 0 c c9 c �3 a c c6 u co a� cD W _I_— F_ ui F - t7 70 c m u cu (2) a aw cn THREADED ROD LEGEND: cn • _ %" THREADED ROD FROM FOUNDATION TO DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) LZ O - o • %" THREADED ROD FROM FOUNDATION TO UPPER CD FLOOR DOUBLE PLATE (4" MINIMUM EMBEDMENT REQUIRED) c cu V E3 = HOEDOWN (AS NOTED) INSTALLED AT SILL PLATE � V SHEARWALL LEGEND: _ = NON-BEARING WALL � V ........... . a W Lu 0 = BEARING WALL E m m 0 V o = SW -6 _ _c W ~ D = SHEARWALLS FASTENED WITH 8d COM (0.131" x 2%") c Z NAILS @ 6" O.C. ON EDGES AND 12" O.C. ON O Q INTERMEDIATE SUPPORTS cn cn J SW -3 _ �, (n I- 0 = SHEARWALLS FASTENED WITH 8d COM (0.131" x M') ami W = Q NAILS @ 3" O.C. ON EDGES AND 12" O.C. ON z > J CO INTERMEDIATE SUPPORTSc3U N — Z w SBS = SHEATH BOTH SIDES OF WALLS AT INDICATED SHEARWA �' w O w NOTE: ALL EXTERIOR WALLS SHALL BE "SW -6" AND SHALL 'cM JOB NUMBER: COUNTY: BE NAILED @ 3" O.C. TOP AND BOTTOM PER w 17-1404 DUVAL DETAILS "A" & "B" ON SHEET SD -2 - U.O.N. rn WOOD FRAMED HEADER LEGEND: %s' = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING SIZE = RELEASE DATE: OF HEADER 10-02-17 tJ C 2 2x_ HEADER _J _K DRAWN BY: CMF c QUANTITY UANTITY iTrSHEET: OF JACKS OF KING STUDS w NOTE: LAYOUT D FLOOR LO ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM = (2) 2X6 No.2 OR BETTER SYP. ALL EXTERIOR HEADERS SHALL BE r INSTALLED WITH MINIMUM (2) JACKS AND (1) KING STUD AT EACH HEADER o ALL INTERIOR LOAD BEARING HEADERS SHALL BE INSTALLED WITH N MINIMUM (1) JACK AND (1) KING STUD. (U.O.N.) @ S�5 2x8 TREATED LEDGER— TRUSS ID wl (3)Ya" x 4Y' SDS SCREWS 1111 AT EACH STUD (16" O.C. MAX) IIII BM3 a nu Z �---acr= BM4 0 H2.5T OR SDWC 15600 IIII o H2.5T OR SDWC 15600 0 V ' IIII a_ o IIII � ' co 01 o ' Illla J 0 IM Lu till w > IIII 2x8 TREATED LEDGER CN w/ (3)Y" x 412" SDS SCREWS N ...... • • . ...... • • • • AT EACH INTERSECTING TRUSS WEB IIII J17=7777 '(2) 2x10 RAISED A01 ICL !E#-LUS210-Z HANGER (TYPICAL) co CD co 01 2x8 LEDGER w/ (5) 0.131"x 3" NAILS AT EACH TRUSS WEB K 1111 tillI En7 2x6 LEDGER w/ (4) 0.131" x 3" NAILS AT EACH TRUSS END 2x6 LEDGER w/ (4) 0.131"x 3" NAILS AT EACH TRUSS END II 2x6 LEDGER w/ _ — (4) 0.131" x 3" NAILS III III AT EACH TRUSS END III � IN 0 NI o - J18 III - .:......... ... 2) HTS24 4 (2) H 24' AT BEAM rAT x8 LED ERw/ ATB AM 2x LEDG R w/ 31" x 3" NAILS• M TA24 T (5) 0.131" x 3" NAILS EACH TRUSS BE """"" AT EACH TRUSS ...................: ................ CD III0 iaw � �.. CONVENTIONAL FRAME ROOF w/ 2x6 RAFTERS & CEILING JOISTS @ 24" O.C. MAX 2x8 LEDGER w/ HTS24 AT (4) 0.131" x 3" NAILS BEAM AT EACH STUD LOWER ALOOF LAYOUT NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR CInF (1F TPP IAIAI I TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT (2)1 4" x 20" 2.0E LVL BM3 (2) 1 4" x 20" 2.0E LVL BM4 ALL OTHER TRUSSES (ROOF) H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 ----- - - - NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL (5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS BEAM I.D. BEAM SPECIFICATIONS BM1 (2)1 4" x 20" 2.0E LVL BM2 (2)1 4" x 20" 2.0E LVL BM3 (2) 1 4" x 20" 2.0E LVL BM4 (2) 14" x 9Y" 2.0E LVL CU C ✓:55 r \ C V C 00 C � W N N 2) c`7 J O ^ LLO 7 E � J J ZC 0 C W E Q O � O N S � N + w W W I_ - m co x UJ coo :O ui N cu W o O I-- M C/) LL C7 3 CO oo Q0CD O a_ L_ Op J+ � CSS � O t171 FLORIDA C•A. NUMBER: 25846 0 c CID e lsttt ttaso tt+yr� . •4 o 1 0 ©� r CD + F4, E AA^+`10-05-17 uFLOYD S. SIMPSON, PE FL PE No. 50791 S� FOMMENTS C6 a� 0 ai c ca C ca ai _0 L ' � Vt a � W � Lu m t = V ' W Z Q ' cr) J ' W J Q > � � w N n_w J U CK t1 JOB NUMBER: COUNTY 17-1404 DUVAL nbUALL Y16"= 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING s ELEASE DATE: 10-02-17 J BY. CMF ED BY: FSS LOWER ROOF LAYOUT S-6 7-7 (2)TS12 AT RUS,' cr) c NOTE: UNDERFRAME VAULTED CEILING BELOW TRUSS 2) TS12 J2 AT RUSS Ef ❑ UPPER ROOF LAYOUT NOTE: H2.5T CLIPS MUST BE INSTALLED ON THE EXTERIOR .qnp (1F THF WAI I TRUSS CONNECTOR SCHEDULE TRUSS ID LEFT INTERMEDIATE RIGHT G01 (2) MTS12 (2) MTS12 G13 HANGER HTS24 H04 (2) HTS24 (2) HTS24 co ALL OTHER TRUSSES H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 H2.5T OR SDWC 15600 NOTE: 1) ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED 2) THE TRUSS LAYOUT AND NUMBERING SYSTEM ❑ SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE CONTRACTOR 3) TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED. DO NOT SUBSTITUTE WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD 4) HTS24 / HTS30 STRAPS MAY BE INSTALLED ON THE INTERIOR SIDE OF WALL (5) REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS - iL FaL U C C t J .0 v N N C 00 LO C N W N >� M E L J LL O L _ J N E Z c O u ci � N O = Lu4t W Lu cnQ�M x co U) � O j� Lu N V Lu 4 Z o o f~ LL O o O Q N 00 3 U) ao cu 0 0 CL O rn -o — L co a Z� 0 -81 .21 FLORIDA C.A. NUMBER: 25846 ca L 0 co `* NO 50 r L o ATE ar ♦; L � i Bp e i f`i s FL dYI 'S. SIMPSON, PE T ca FL PE No. 50791 S (COMMENTS 0 N cu C cu U) 9 L 0 co U L � � V Q i U U 3 (n Q W Lu E m m U c Lu a W Q > w — � N � - z a' _J O J CD IJOB U c '& NUMBER: COUNTY: w 17-1404 DUVAL rn a`>LRELEASE 6" = V-0" (U.O.N.) NNOT SCALE THIS DRAWING = 10-02-17 U C i� C DRAWN BY: CMF C CHECKED BY: CFSS L1J TITLE: UPPER ROOF LAYOUT r-1 0 S.7N 0 OVERHANG EXTEND RAFTER PAST DIAGONAL V-8" � c OVERHANG 3'-4" 0.131 "x 3" NAILS @ 8" O.C. 00 � ROOF SHEATHING-, STAGGERED ACROSS 0.131"x 3" NAILS @ 8" O.C. INCREASE NAIL SIZE TO ALL INTERSECTING MEMBERS ROOF SHEATHING STAGGERED ACROSS 0.120" x 3" RING SHANK IN THROUGH TRUSS INTO RAFTER INCREASE NAIL SIZE TO ALL INTERSECTING MEMBERS OVERHANG AREA FROM OPPOSITE SIDES OF NOTCH 0.120" x 3" RING SHANK IN J a� Z C 1x6 T&G DECKING --_,OVERHANG AREA O Lu - 1x6 T&G DECKING Q � O 2x6 RAFTER SLOTTED INTO G RE -ENGINEERED TRUSS _O CV � CV RE -ENGINE BETWEEN CORNER HIP JACKS W cn LOWER RAFTER TO ALIGN w/ 2x6 RAFTER SISTERED TO SIDE TRUSS BEARING WALL BOTTOM OF T & G OF TRUSS. LOWER RAFTER TO FARING WALL ALIGN w/ BOTTOM OF T&G ELEVATION (i.e. RAFTER IS NOT CUT a O � OR NOTCHED) ELEVATION 2x6 RAFTER SLOTTED INTO GAP BETWEEN CORNER HIP JACKS 2x6 RAFTER SISTERED TO SIDE LOWER RAFTER TO ALIGN w/ OF TRUSS. LOWER RAFTER TO ALIGN w/ BOTTOM OF T&G BOTTOM OF T & G (i.e. RAFTER IS NOT CUT OR NOTCHED) EARING WALL RE -ENGINEERED RE -ENGINEERED TRUSS HIP TRUSS Li EARING WALL PLAN VIEW PLAN VIEW CORNER HIP RAFTER DETAIL RAFTER TAIL DETAIL v � c r l v a) a� c m 00 � .0 N Rm M 7 Z LA- O W ap J O` J a� Z C 2 O Lu Q � O _O CV � CV 'y W cn M co M O O N Z o O) a O � Cz � W r U o N O Q Cfl 3 U) clgq a oa M a O — a a co m 0 cn w cc a� n s FLORIDA C.A. NUMBER: 25846 I✓ 2 co co 0 L CD araenarauarq cu 1= _ No. SA!9 0 o - ATF p. o caE 10-02-47-1 p, a.•' FLQYQ S. SIMPSOKPE` fiL-:pE No._50791 , COMMENTS: a� r� c 0 U 0 a a� .;z 0 v a� 0 0 a� ca cac 0 rn c ca a c cis W c cn a� a cuc,3 a� a an a> vi c rn U) a� a c ca cli ca a> a vi rn c ca L a W N J_ �L C. 0 U L a> co `° V V a n = Q V ca Q E W m W m E V = cn W W H Z � Q ch an CDJ Vi J Lu Q a) a� > J CO w — z —, w_ ai U a c p� JOB NUMBER: COUNTY: DUVAL w17-1404 2 a) 3 Y16" = 1'-0" (U.O.N.) DO NOT SCALE THIS DRAWING = RELEASE DATE: 10-02-17 C3 s= m s= DRAWN BY:CD CMF c 'p) CHECKED BY: C FSS LL 2" TITLE: DETAILS a) -0 =SHEET: r O N BRICK VENEER WITH 1"AIRSPACE AND WALL TIES w c � BRICK VENEER WITH 1" AIR SPACE w N C14AND WALL TIES Em CONT. FLASHING; PROVIDE WEEP HOLES @ 33"O.C. w GROUT AIR SPACE BELOW FLASHING �- 3 Ld = J _ SILL PLATE I j ( CONCRETE SLAB o > c CONT. FLASHING; PROVIDE WEEP HOLES @ 33"d.C. ( ! Zp GROUT AIR SPACE BELOW FLASHINGcn Y a, CONCRETE SLABA SILL PLATE ° " r ¢ w N / / / BEARING POST (AS NOTED) 3 w � GRADE CONCRETE SLAB � \\\%\\�%\���/ I GRADE \/�\ \\\/j�/j�/j�// CONCRETE SLAB � ,. / ,, __ \ \\ \\ \ \\ \\ \\ _ CONCRETE SLAB GRADE \\ \\ \ \'(1) 45 CONT. '�� °co / (1) 45 CONT. ° ' CONCRETE SLAB 6 C> // //\//\ \r8" CMU STEMWALL WITH (1) #4 @ 48 O.C. 4�A \\\\�\\ --°° AND IN EACH CORNER. \ ° `r° ''\' _ /\ / / / " ° a _ ° \ / \\ /\/ a / \ \ ° /\\/\\/\\ ADD 8" x 16" GMU TO INSIDE OF o GRADE °4 — T ' °\ z \ \ c = \/\ \/\/\ ( ��/\/\/\/ o \ o / / / / / STEMWALL AT POST LOCATION WITH co I /'r ' ° / / / / ° FILL CELL SOLID AT EACH #4 REBAR. \\\�\ • ° `� \\\�\\/ \\/ �� j�\/�\/�` o-- a --=- cn \\/ • \\/�\\/ HOOK REBAR 12" INTO SLAB AND 6" INTO \\\ y ,/ /, // / //, (1) #4 VERTICAL IN EACH // / o ¢ o \i/\\/\\ Y-51 FOOTING. O o 6" \\,�\\�//\\�/\�/\\ \ \ r, e r� \ \ �I \ L Q cch o " 1'-5" ONE STORY - 3 #5 CONT. AS NOTED REINFORCEMENT AS NOTED (AS NOTED) REINFORCEMENT (AS NOTED) U) co 1-8 ONE STORY - (2) #5 CONT. ( ) 11_8" TWO STORY - (3) #5 CONT. 1'-9" TWO STORY - (3) #5 CONT. 1-0 (1) #5 CONT. (AS NOTED) REINFORCEMENT (AS NOTED) � � o -a O A SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK E SECTION - AD FOOTING AT PORCH STEMWALL SECTION -PAD FOOTING AT PORCH THICKENED EDGE K SECTION - THICKENED EDGE P SECTION - INTERIOR BEARING PAD FOOTING 2 ca SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACTSD-1 NOTE: IF STEMWLL HEIGHT EXCEEDS 48" CONTACT SD -1 gD_1 0 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. CD m cn cn c~, o FLORIDA C.A. NUMBER: 25846 SILL PLATE PA51 STRAP NAILED TO GARAGE a 0 DOOR POST. BEND STRAP INTO _ 3" MAXIMUM OVERHANG (OPTIONAL) 6 z FOOTING AS SHOWN. _ _ STHD14 STRAP NAILED TO CONCRETE SLAB cu GARAGE DOOR POST. �- CONCRETE SLAB o o z EMBED STRAP INTO FOOTING a AS SHOWN. q _ _ CONCRETE SLAB twelullrllfr SILL PLATE c� ° NN L 04 cn w #4 WITH 6" HOOK INTO FOOTING z ILL N °�•• . vZ a\\/\\/\\� CURB HEIGHT VARIES-����'`°.,;, \ \ \ \ GRADE CONCRETE SLAB AND BENT 12" MINIMUM INTO �d/ //fir — — — _ = THICKENED EDGE. ul /\ \ ,(1) #5 CONT. E No GRADE \\\ \\\ \\ o - GRADE /\\ \\ \\/\\\ 79 \/\(1) #5 CONT.--- GRADE \/\/ \/' --- o * = \\ \\ \ \ ° \ r //\\//\\//\\ \.8" CMU STEMWALL WITH (1) #4 @48"O.C. \�8 CMU STEMWALL WITH (1) #4 @ 48 d.C. //� ° - . // // // / AND IN EACH CORNER. 'rr`//\// //\ \//� /\ /' � �a STAT AND IN EACH CORNER. v\ \ ° ° a �°\\� \ � - ° \ \\ \\/\\ E z/\//\// FILL CELL SOLID AT EACH #4 REBAR. ' CELL SOLID AT EACH #4 REBAR. ®� ,•' HOOK REBAR 12" INTO SLAB AND 6" INTO \\/\\/ • /\ °— �� /< /\/\ • HOOK REBAR 16" INTO PORCH SLAB �`� `10-02-17 \ \\ _ — GRADE °� = _ = = = ° ° //\//\/� ' \\ ° \%\\\ AND 6" INTO FOOTING. 8" 1 #4 CONT. FOOTING. O FLOID S. SIMPSON; PE , }A co coFLP No, 50791 „\\/r c — _ 4\ OMMENTS: 6 \ a — a \ �R,\/\\/\\/\\/\\/\\\\/\\/\\/\\/\\/\\/\\/\\/\\ 6" cu 1'-$" ONE STORY - 2 #5 CONT. 1'-0" ONE STORY - 2 #5 CONT.\\/\\/\\/\\/\\ \\/\\/\\/\\ \\,\\\�\\�\\\/�\\�\\�\\�\V, NOTE: " O 1'-4" TWO STORY - 2 #5 CONT. 6 �\��\\\//\/\///\///\ /\///\/� 1-8 (2) #5 CONT. TWO STORY - 3 #5 CONT. O /r\ �`/� "* ALTERNATE: INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA -51 STRAP OR STHDA STRAP SEE DETAIL R ON SHEET SD -1 "° REINFORCEMENT IS NOT REQUIRED ( ) TO PASS THROUGH SLOTS IN STRAP. O B SECTION - STEMWALL SECTION - MONOLITHIC F DETAIL - PA51 INSTALLATION STEMWALL DETAIL - STHD14 INSTALLATION MONOLITHIC L SECTION - PORCH STEMWALL Q SECTION - NON-BEARING STEPDOWN CL 0 SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMW LL HEIGHT EXCEEDS 48" CONTACT SD -1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT SD -1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEE FOR ADDITIONAL REQUIREMENTS.o ENGINEER FOR ADDITIONAL REQUIREMENTS. o 0 c SHOWER AREA SHOWER AREA I I II cu -- - CD MONOLITHIC FOOTING o, BRICK VENEER WITH 1" AIR SPACE — AND WALL TIES „ 8" CMU STEMWALL fv FORM DGE G CONT. FLASHING; PROVIDE WEEP PLAN IEW PLAN VIEW 2) HOLES @ 33"d.C. GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH 1" AIR SPACE cu SILL PLATE AND WALL TIES SILL PLATE (1) #5 CONT. CONT. FLASHING; PROVIDE WEEP c,; FILL JOINT WITH ELASTOMERIC HOLES @ 33"O.C. GROUT AIR SPACE BELOW FLASHING (2) MSTAM36-Z STRAPS 0' 6" MIN. (1) #4 CONT. SILL PLATE N a JOINT FILLER -o SILL PLATE CONCRETE SLAB cn NAIL EACH STRAP TO CRIPPLE STUD CONCRETE SLAB HEIGHT OF CURB VARIES z WITH (13)10d COM NAILS a 6" MIN. CONCRETE SLAB u- 0 1) #4 CONT. 000 - - ° o FASTEN STRAP TO FOUNDATION --- -=- HEIGHT OF CURB VARIES (8"MAX.) • z 6"MIN. \ \ \ \ U WALL WITH 8 1a" x 2%" CONCRETE SCREWS 32 ,- _ HEIGHT OF CURB VARIES (8' MAX.) \ \\ \\ \\ ( ) \\ \\ \\ \\ GRADE CONCRETE SLAB GRADE / j \/ j �; SCREWS INTO CONCRETE.13/4" CONCRETE CONCRETE cm pp / // // / o Q INTO MASONRY OR1 r 3 " to GRADE aO CONCRETE SLAB \\/%\\\/%i _ ¢ E \ \ \\j/\\j GRADE \j\\j \\�� t1) NT. _ PER WITH • / / / r$ CMU STEMWALL WITH (1) #4 @ 4$'O.C. • • #5 CO " Z SCREWS SHALL BE POWERS "TAP � ---- PERMA-SEAL FINISH OR EQUAL. / \ AND IN EACH CORNER./" //\\//\\//\\ 8' CMU STEMWALL WITH (1) #4 @ 48"O.C. \' / // // // //� /\//\//i ai �? ? ° A/\� / \\\\\ 8" CMU STEMWALL WITH 1 #4 48"O.C. t? ? \j�j\j /�j / //\/�\AND IN EACH CORNER. STRAP SHALL BE COVERED WITH SIDING OR s FILL CELL SOLID AT EACH #4 REBAR. / //\/ ° ,,/\/\ \ \ \ \ HOOK REBAR 12" INTO UPPER COURSE OF '/\/ °//\� _`? o' \\ \\\` O @\\/\\/\/\� \/ ° \/j\/j FILL CELL SOLID AT EACH #4 REBAR. STUCCO \/\` .- // // AND IN EACH CORNER. \/\/ • ° • < cr r\\r, `� \ \ \ \ \ \ \ \ \ \\ ^ \/ / / / / \%\\%\\/\ \ • ° /\\ / / ^\// .- // • ° HOOK REBAR 16" INTO PORCH SLAB AND BLOCKS AND 6 INTO FOOTING. FILL CELL SOLID AT EACH #4 REBAR. /j///\/ // // %/\\%/\\//\ \\ ° ° \%�\\ 6" INTO FOOTING. = NOTE: HOOK REBAR 12 INTO SLAB AND 6" INTO i/ \\/\\ \\\\\/ \ \ \ \ \/ / / THIS DETAIL MAY BE SUBSTITUTED FOR >, STORY - 3 #5 CONT. 6" FOOTING. \\r\\,,\\��\\� %// EITHER THE PA51 STRAP (STEMWALL) OR o V-0" ONE STORY - 2) #5 CONT. 6" \ THE STHD14 STRAP (MONOLITHIC). 1'-8" ONE STORY - (2) #5 CONT. 1'-9" TWO STORY - (3) #5 CONT. V-8" NE STORY - 2 -4" #5 CONT. 1'TWO STORY - (2) 45 CONT. _ \��\/\\/\\/\ 0 TWO STORY - (3) #5 CONT. 1'-8" 0 STORY - (3) #5 CONT. 1-8 (2) #5 CONT. /�\//\\/\ O "O ^ C `u V C SECTION - STEMWALL AT GARAGE WITH BRICK SECTION - MONOLITHIC AT GARAGE WITH BRICK G SECTION - TEMWALL AT EXTERIOR WALL SHOWER SECTION - MONOLITHIC AT EXTERIOR WALL SHOWER M SECTION - PORCH STEMWALL WITH BRICK rR DETAIL - ALTERNATE FOR PA51 STRAP OR - ci SD -1 CL NOTE: IF STEMWALL HEIGHT EXCEEDS 48" CONTACT NOTE: EXCEEDS CONTACT NOTE EXCEEDS CONTACTSTHD14 STRAP 0 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEE FOR ADDITIONAL ENGINEER FOR ADDITIONAL U o uj W E O an = C V SILL PLATE w Q Q (1) #5 CONT. NOTE: L � ~ �, W � Q FILL JOINT WITH ELASTOMERIC SAW -CUT CONTRACTION JOINTS (i.e. CONTROL JOINTS) = CO JOINT FILLERL N AS SOON AS THE CONCRETE HAS HARDENED ENOUGH � � � H CONCRETE SLAB SILL PLATE SILL PLATE NOT TO BE DAMAGED DURING THE CUTTING PROCESS. -- TREATED POST U Lu SILL PLATE (TYPICALLY 1 - 4 HOURS IN WARM WEATHER) _' w O N ABU_ POST BASE WITH U ---- z PAVERS BY OTHERS 6" MIN. HEIGHT OF CURB VARIES 8" MAX. CURB HEIGHT VARIES e' GALV. ANCHOR EMBEDDED SOB NUMBER: COUNTY: ( ) CONCRETE SLAB 17-1404 DUVAL a, 12 (SET -XP ADHESIVE) w GRADE \\ /\\� j \� GSE CONCRETE SLAB CONCRETE SLAB FILL CUT WITH 1" DEEP x%"WIDE SAW ° /�\/�\ j \\\< — \j�8' CMU STEMWALL WITH (1) #4 @48"d.C. _ _ __ ELASTOMERIC CUT AT DENOTED %" =1'-0" THIS AND IN EACH CORNER. '-� -�-- w_ \rrt RELEASE DATE: a a— — — �- N-�T---� _ FILLER LOCATIONS. � `� DO NOT SCALE THIS DRAWING FILL CELL SOLID AT EACH #4 REBAR. a r\\/h \\ ° ° °\\ \\ `' ° <^ 10 -OZ 17 HOOK REBAR 12 INTO UPPER COURSE c3 REVISIONS: ' °/\\ \\�. TALL, 12" SQUARE GROUTED OF BLOCKS AND 6 INTO FOOTING. r\\ ° CONCRETE c' CMU OR CAST -IN-PLACE 6 \ \ \ PEDESTAL ON 24 PEDX 24'X 12''' PAD (D CMF n \\,\\\\\/\\\/ a .. • DRAWN BY: /�' FOOTING WITH (2) #5 EACH WAY 1'-8" ONE STORY - (2) #5 CONT. ONE STORY - 2 #5 CONT. 1'-4" ONE STORY - 2 #5 CONT. FSS 1'-4" TWO STORY (2) #5 CONT. O 1'-4" ONE STORY - 2 #5 CONT. 2,_0„ w CHECKED BY: 1'_g^ TVJO STORY - (3) #5 CONT. 1'-8" TWO STORY - (3) #5 CONT. () CONCRETE SLAB TITLE: 1'-8" TWO STORY (3) #5 FOUNDATION DETAILS -0 = SHEET: D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE H SECTION - INTE OR BEARING J SECTION - BEARING STEPDOWN T SECTION - TYPICAL SAW -CUT CONTROL JOINT U DETAIL - PAD FOOTING AT PAVERS CD SD -1 NOTE: IF STEMWALI HEIGHT EXCEEDS 48" CONTACT SD -1 SD 1 SD 1 SD -1 N SD�l ENGINEER FOR ADDITIONAL REQUIREMENTS. O CU C � <T r 1 C V.0 N N C 00 ul W N DOUBLE PLATE NOTE: REFER TO DETAIL "S" ON SD -3 FOR NAILING �- JACKS AND KING STUDS (TYPICAL DOUBLE PLATE SPLICE) (AS NOTED) 48" MINIMUM SPLICE LENGTH REQUIREMENTS AROUND OPENINGS IN WALL TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT HEADER MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION HEADER (AS NOTED) 16 0.131 "x 3" NAILS IN THIS ZONE. / � (2) 2x_ SYP #2 DOUBLE PLATE (U.O.N.) NAILS AS NOTED (SEE DETAIL "E ON SD -2) PLATES WITH 0.131 "x 3" NAILS @ 8"O.C. 2x_ BLOCKING (TYPICAL) IN TABLE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER WITH I STAGGERED E3 0.131"x 3Y4" TOENAILS AT EACH JOINT IN LOWER PLATE JOINT IN UPPER PLATE 0.131"x 3" NAILS @ 6"O.C. STAGGERED I TYPICAL STUD TO DOUBLE PLATE ND (TYPICAL) JACK STUD JACK STUD AND KING CONNECTION ' STUD REQUIREMENTS ( ( i (SEE DETAIL "G" ON SD -2) NAIL EACH SILL PLY TO KING STUD KING STUDS (SEE WALL LAYOUT) I WITH (3) 0.131"x 3%" NAILS -TOENAIL OR ENDNAIL (TYPICAL) BEVEL BLOCKING AS REQUIRED FOR NOTE: SPH4 / 6 INSTALLED HORIZONTALLY NAILS MAY BE TOENAILED OR BACK ` / MINIMUM ON TO MAIN FRAMING MEMBE SNAILED THROUGH KING STUD. HEADER NAILING REQUIREMENTS 2x6 (3) NAILS PER PLY 2x8 (4) NAILS PER PLY 2x10 (5) NAILS PER PLY 2x12 (6) NAILS PER PLY 94'or9 2 LVL (5) NAILS PER PLY 114"or11%" LVL (6) NAILS PER PLY 14" LVL (7) NAILS PER PLY 16" LVL 8 NAILS PER PLY M - E Li- L cu z•� O U C- CV � CV ww a � � t o :0) T �1 LU N w o z� O I�z I L LICATIONS, EXCST EPT THAT 7116 RUCTURAL 1 BUILT-UP CORNER POST NAILING AT STUD APP TO SILL PLAT RATED OR 15132 RATED SHEATHING MAY BE INSTALLED VERTICALLY. NAILING STUD TO DOUBLL E PLATE u u 4"MIN„iui u " � I u u 12" MAX 12" MAX. 2x_ TREATED SYP #2 SILL PLATE F STUD ANCHOR BOLI (AS NOTED) -BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD -2 NAIL EACH PLY WITH 0.131"x 3Y4CONNECTION" NAILING AT STUD ALL NAILS NOTED ARE 0.131"x 3Ya° NAILS @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD 2) METAL CONNECTOR REQUIRED METAL CONNECTOR TO SILL PLATE (SEE CONNECTION SCHEDULE) ----- ,NOT REQUIRED STUD TO PLATE NAILING * STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) NAILING TO AT STUD DOUBLE PLATE (4) (5) 2x10 (5) (6) BUILT-UP HEADER NAILS @ 12"O.C. (U.O.N.) NAIL EACH PLATE TO JACK STUD WITH (3) 0.131"x 3Ya" NAILS - TOENAIL OR ENDNAIL (TYPICAL) WITH 0.131"x TOP AND BOTTOML 3/a" 2x_ SPF #2 STUDS @ 16"O.C. (U.O.N.) (TYPICAL) (2) 2x_ SILL SHEATHING MAY CANTILEVER UP TO 2" MAXIMUM PAST SUPPORTS. ALL WINDOW ATTACHMENTS MUST BE ANCHORED INTO 2x_ MEMBERS. D DETAIL - TYPICAL ARCH TOP OPENING E DETAIL - TYPICAL HEADER TO KING STUD CONNECTION 4 •sem- o w N Q 00 o 0 O - DOUBLE SILL REQUIRED WHERE OPENING WIDTH EXCEEDS 61' (U.O.N.) SD -2 C :a ( o APPLY SHEATHING HORIZONTALLY FOR STUCCO FLORIDA C.A. NUMBER: 25846 JOINT IN SILL PLATE 11 a I�z I L LICATIONS, EXCST EPT THAT 7116 RUCTURAL 1 BUILT-UP CORNER POST NAILING AT STUD APP TO SILL PLAT RATED OR 15132 RATED SHEATHING MAY BE INSTALLED VERTICALLY. NAILING STUD TO DOUBLL E PLATE u u 4"MIN„iui u " � I u u 12" MAX 12" MAX. 2x_ TREATED SYP #2 SILL PLATE F STUD ANCHOR BOLI (AS NOTED) -BUILT-UP POST (WHEN NOTED ON WALL LAYOUT) TYPICAL STUD TO SILL PLATE SD -2 NAIL EACH PLY WITH 0.131"x 3Y4CONNECTION" NAILING AT STUD ALL NAILS NOTED ARE 0.131"x 3Ya° NAILS @ 6"O.C. STAGGERED (SEE DETAIL "G" ON SD 2) METAL CONNECTOR REQUIRED METAL CONNECTOR TO SILL PLATE (SEE CONNECTION SCHEDULE) ----- ,NOT REQUIRED STUD TO PLATE NAILING * STUD SIZE ENDNAIL TOENAIL 2x4 (2) (3) 2x6 (3) (4) 2x8 (4) (5) 2x10 (5) (6) E CID L iiipiiRi1011 t I(p/pp(p (p o D .Sid, y * : 0.50 a Es [- o OR I Qm 10-02-17 ALL NAILS NOTED ARE 0.131"x 3%" E FLOYD S. SIMPSON, PE a C DETAIL -TYPICAL WALL FRAMING CONDITIONS DOUBLE PLATE DOUBLE PLATE G DETAIL - TYPICAL WALL STUD CONNECTION FL PE No. 50791 C OMMENTS: SD -2 2x SPF 42 STUDS @ 16"O.C. 2x SPF 42 STUDS @ 16"O.C• SD -2 CONCRETE 10d CUT NAIL � THREADED ROD ASSEMBLY OR s QUICK -TIE AT NOTED SPACING @ 24"O.C. OR a"x 3 4" TAPCON 2x_ No.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3 %" ENDNAILS AT TRUSS L -SILL PLATE (BELOW) SCREW @ 32"O.C. a 0 2x_ CORNER FRAMING FULL ROOF COVERING (BY OTHERS) CD SYP #2 2x TREATED SYP #2 a HEIGHT STUDS (TYPICAL) 2x TREATED ILL PLATE ILL PLATE ROOF TRUSSES (2) ROWS OF 0.131"x 3 CORNICE DETAIL NOTE: o Y4" \` U � � � (BY OTHERS) H2.5A AT EACH LOOKOUT H2.5A AT EACH LOOKOUT NAILS @ 12"O.C' UPLIFT (ROOF) - RODS OR QUICK -TIE FLOOR LOAD ONLY OR / TRUSS TO WALL CONNECTION c STAGGERED (TYPICAL) EASED / HARDWARE MUST BE INSTALLED 2x4 LOOKOUTS @ 48"O.G. FOR 2x4 LOOKOUTS @ 48"O.C' _ ON THE EXTERIOR SIDE OF THE cu OVERHANG FOR OVERHANG - \ I\ WALL o, ROOF SHEATHING (AS NOTED) ROOF SHEATHINGMETAL CONNECTOR METAL CONNECTOR OR � / 2x4 SYP BLACKING BETWEEN / (AS NOTED) 2x6 OR 2x8 FRAMED WALL BLOCKING REQUIRED (AS NOTED) AS SIMPSON SDWC 15600 SCREW %6" OR '%z" RATED SHEATHING, EXPOSURE I -SHINGLE ROOF LOOKOUTS 2x4 SYP BLOCKING SILL PLATE (BELOW) { NOTED ) @ 32 O.C. - U.O.N. l%z" RATED SHEATHING, EXPOSURE I -TILE ROOF ca BETWEEN LOOKOUTS J \ _ / FASTEN WITH 0.113"x23/8" RING SHANK 2x4 CORNER FRAMING FULL BALLOON FRAMED HEIGHT STUDS DOUBLE PLATE DOUBLE PLATE NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. m cn BALLOON FRAMED STUDS (AS NOTED) STUDS (AS NOTED) MINIMUM OF (3) 2x4 BLOCKS 12" LONG 2x SPF 42 STUDS @ 16"O.C. GYPSUM BOARD DOUBLE PLATE NAILED WITH 4 0.131"x 3Y4" NAILS TO SHEATHING (AS NOTED) CONNEGTOR AT EACH TRUSS SINGLE PLATE NAIL TO TRUSS �� () SIMPSON SDWC 15450 SCREW ca r INTERIOR VAULT EACH ADJACENT STUD 2x SPF #2 STUDS @ 16"O.C. (SEE TRUSS CONNECTION SCHEDULE) � BOTTOM CHORD WITH 0.131 x 3/4" EXTERIOR SHEATHING ALTERNATE: INSTALL SOLID STUD IN @ 32"O.C. - U.O.N. NAILS @ 6"O.C. SHALL BE NAILED TO THIS SPACE ANCHOR BOLTS AT NOTED 2x TREATED SYP #2 (2) 2x_ SYP 42 DOUBLE PLATE (U.O.N.) cn EXTERIOR SHEATHING SHALL BE SPACING (48" O.C. MAXIMUM) SILL PLATE WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE s UPPER PLY OF DOUBLE .�---2x4 CORNER FRAMING FULL 2x TREATED SYP #2 ~ NAILED TO BOTTOM CHORD OF TRUSS PLATE 6"O.C. ANCHOR BOLTS AT NOTED IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C.TO THE TOP @ 1 HEIGHT STUD ILL PLATE PACING (32" O.C. MAXIMUM) PLATE OF THE DOUBLE PLATE m - - - - @ 6�'s, C. WITH 0.131" x 2y2" WITH 0.131"x 2/2" NAILS. _ _ _ _ _ - (U.O.N. ON WALL LAYOUT) 2x4 FRAMED WALL N2AROW@S10FO C 31"x 3%" \ ` ` \ , _�� (NAILING MAY ALSO BE STAGGERED ACROSS BOTH PLATES) a (U.O.N. ON WALL LAYOUT) SHEARWALL UPLIFT (ROOF) SCREWS %P FUM BLOENGTH RATED SHEATHING, EXPOSURE I. OARD -0 m FASTEN W H DETAIL - BALLOON FRAMED GABLE END LOW CEILING VAULT J DETAIL - BALLOON FRAMED GABLE ND HIGH CEILING VAULT K SECTION - TYPICAL FRAMING AT 900 CORNERS L SECTION - INTERIOR WALL CONDITIONS BEARINGISHEARWALL) ON EDG SIANDd1COM OR 0.131"x 2Y2" NAILS 2 O C. ON INTERMEDIATE SUPPORTS. SD -2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN % OF EXTERIOR ROOF PITCH SD 2 INTERIOR CEILING PITCH EXCEEDS %2 0 EXTERIOR ROOF PITCH sD-2 sD-2 (u,o.N.) SEE "F" ON SD -2 m 2x_ SPF #2 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SOLE PLATEU.O.N. NAIL TO RIM E2 2x_ N0.2 SPF OR No.2 SYP SUBFASCIA WITH (2) 0.131"x 3%" ENDNAILS AT TRUSS ( ) a BOARD @ 6"O.C. WITH 0.131"x 3Y4" (n ROOF COVERING (BY OTHERS) NAILS NOTE: ROOF TRUSSES 2%z" RATED STURD-I-FLOOR (T&G) SHEATHING ALL MEMBERS SHALL BE #2 SYP. NAIL BF 'ACE TO BLOCKING WITH (5) 0.131"x 3%" CORNICE DETAIL NOTE: GLUED AND NAILED. FASTEN WITH 0.131" x 2%" RING L {3 0.131 x 3� TOENAILS AT EACH LOOKOUT 6"O.C. ON EDGES AND 12-O.C. IN THE 2' NAILS TO TOP CHORD OF TRUSS. (BY OTHERS) TRUSS TO WALL CONNECTION SHANK @ 2x6 BLC CKING BETWEEN TRUSSES WITH / HARDWARE MUST BE INSTALLED / FIELD. n (3) 0.13 "x 3%" NAILS EACH END 2x4 BLOCKING REQUIRED BETWEEN ON THE EXTERIOR SIDE OF THE O FLOOR JOIST (I -JOIST SHOWN, SAWN - CD ROOF SHEATHING (AS NOTED) LOOKOUTS WALL ) JOIST SIMILAR - SEE SECTION "Z' ON Z"ll�- 2x_ BARGE RAFTER / ( / SD -3 FOR OPEN WEB TRUSS) cuSOM V \ le FASCIA (BY OTHERS) ` �116" OR '%z" RATED SHEATHING, EXPOSURE I - SHINGLE ROOF �" CLEARANCE BETWEEN PANELS BETWEEN FLOORS Q, (, 'Y3z" RATED PLYWOOD SHEATHING, EXPOSURE I - TILE ROOFGYPSUM BOARD n = 2x4 LOOKOUTS @ 48"O.C. \ _ ' %32" RATED SHEATHING, EXPOSURE I - METAL ROOF 0 � RIM BOARD (LSL OR LVL) FASTEN WITH 0.113" x 2 %B" RING SHANK 3 0� I H3 CLIP OR EQUAL AT EACH NAILS @ 6"O.C. ON EDGES AND INTERMEDIATE SUPPORTS. `-° ui LLJ NAIL JOIST TO PLATE WITH (2) 0.131"x 3%" TOENAILS o m LOOKOUT E �iblhx ( I GYPSUM BOARD (2) 2x_ SYP #2 DOUBLE PLATE E O V \�- (U.O.N.) " _ � CONNECTOR AT EACH TRUSS _2 GABLE END TRUSS (DROP GABLE) _ F— i (SEE TRUSS CONNECTION SCHEDULE) SEE DETAIL "EE" ON SD -3 FOR 0 Z it BETWEEN FLOOR CONNECTIONS 2x6 BRACE SPACED @ 48"O.C. UNLESS (2) 2x_ SYP 42 DOUBLE PLATE (U.O.N.) ai — Q c OTHERWISE NOTED ON ROOF LAYOUT. J WALL SHEATHING SHALL EXTEND TO TOP OF DOUBLE PLATE IN TOENAIL RIM BOARD TO PLATE WITH a) Lu NAILS @ 8O.C. c Q ADD 2x4 T -BRACE NAILED @ 6"O.C.WITH ALL LOCATIONS AND SHALL BE NAILED @ 3" O.C. TO THE TOP J 0.131 x 2Y2"0.131"x 3/4' " NAILS IF BRACE LENGTH PLATE OF THE DOUBLE PLATE (NAILING MAY ALSO BE � U � N �} \� EXCEEDS 9'-0". c 2f STAGGERED ACROSS BOTH PLATES) - Z � o GYPSUM BOARD �' w GYPSUM BOARD J Of \� �\ CL 2x_ SPF 42 STUDS @ 16"O.C. - U.O.N. (SEE WALL LAYOUT) 2x_ SPF #2 STUDS @ 16 O.C. -U.O.N. (SEE WALL LAYOUT) ai U 15 si %z" FULL LENGTH RATED SHEATHING, EXPOSURE I. JOB NUMBER: COUNTY: /z" FULL LENGTH RATED SHEATHING, EXPOSURE I. 17-1404 DUVAL FASTEN WITH 8d COM OR 0.131"x 2J/2" FASTEN WITH 8d COM OR 0.131"x 2y2" NAILS 6"O.C. w NAILS @ 6"O.C. ° v> ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. ON EDGES AND 12"O.C. ON INTERMEDIATESUPPORTS. %" =1'-0" (U.O.N.) (U.O.N.) (BLOCK ALL EDGES) SEE "F" ON SD -2 < (U.O.N.) SEE "F" ON SD -2 cn DO NOT SCALE THIS DRAWING / INSET WALL%" FOR STUCCO APPLICATIONS INSET WALL" FOR STUCCO APPLICATIONS =3 RELEASE DATE: 10-02-17 WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE WALL SHEATHING SHALL EXTEND TO BOTTOM OF SILL PLATE GBC CLIP- 2) REQUIRED AT EACH BRACE IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. IN ALL LOCATIONS AND SHALL BE NAILED @ 3"O.C. a� / TOENAIL BOTTOM CHORD OF TRUSS TOLSTA12, LTP4, OR SDWC 15600 @ 48"O.C. 2x_ TREATED SYP #2 SILL PLATE WITH 2x_ TREATED SYP #2 SILL PLATE WITH a DRAWN BY: CMF DOUBLE PLATE WITH 0.131"x 3%" NAILS3/8"x SIMPSON /B x 6 TITEN HD (OR TITEN HD ROD COUPLER) C SIMPSON 6" TITEN HD (OR TITEN HD ROD COUPLER)„ „ „ p> CHECKED BY: FSS @ 8 O.C. WITH 3"x 3"xy4" WASHER @ 24"O.C. a WITH 3 x 3 x/a WASHER @ 24 O.C. w TITLE: 21 2x4 DRYW \LL BACKING INSTALLED GYPSUM BOARD CEILING ',�= SECTIONS AND DETAILS (1 of 2) CONTINUOUSLY BETWEEN BRACES M O N SECTION - GABLE END WALL DIAGAL BRACING A SECTION - TYPICAL EXTERIOR ONE STORY WALL B SECTION - TYPICAL EXTERIOR TWO STORY WALL SHEET: SD -2 SI) -2 SD -2 SD 2 N O END VERTICAL BRACING REQUIREMENTS 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" TO 145" 60" TO 126" 2x6 L -BRACE 115" TO 182" I 100" TO 158" 146" TO 232" 1 127" TO 201" ci c w o 00 DOUBLE PLATE NAILING c J LO cn NOTE: CONDITION:1 cn V 1 r—, M BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER -- NAIL SHEATHING TO KING STUD � - o FLEXIBLE FINISHES ARE WOOD SIDING, HARDI-PAN@ 12"O.C. MINIMUM. EL, BRICK (NOTCHED BEAM) VENEER, ETC. c `v RATED ROOF SHEATHING % Zrn J I_== % U) LIL o ¢ 2x_ L -BRACE NAILED TO ���"---��"�11 EDGE NAILING PER SHEARWALL VERTICAL WEB __ — REQUIREMENTS. NAILS MAYBE w CD o WITH 0.131"x 3" NAILS @ 6"O.C. STAGGERED ACROSS TWO JACK / o r'"1 Q N -_ co F_ VERTICAL WEB IN GABLE END -_= STUDS. N TRUSS NAIL SHEATHING TO DOUBLE PLATE WITH o ' o d. Lu(2) ROWS OF 0.131"x 2%2" NAILS @ TO. C. EDGE OF PANEL (TYPICAL)— / n p x_ —' 2LOOKOUTS AT 48"O.C. NAIL SHEATHING ALONG BOTTOM OF a U HEADER @ 3"O.C. co VON ~ INSTALL DSP CLIPS @ 24" O.C. OR cu cu w o > 1 " OR 24' SPH_ @32 "O.C. o SPACING (SEE TA EXTERIOR BEAM (AS NOTED) -- ANCHOR BOLT REQUIRED WITHIN 6" w a> OF KING /JACK UNIT -MAY MAY BE cn DOUBLE PLATE LOCATED ON EITHER SIDE. BEAM INSTALLED BENEATH DOUBLE PLATE ANCHOR BOLTS AS REQUIRED— FLORIDA C.A. NUMBER: 25846 BEAM BEARS ON (2)2x_JACKSFLUSH HEADER CONDITION DROPPED HEADER CONDITION L (TYPICAL -U.O.N.) cu CONDITION: 2 (DROPPED BEAM) a) (D o/ �,....... BE s 0 ' �c� P DETAIL TYPICAL VERTICAL BRACING AT GABLE END Q DETAIL - EXTERIORAM TO WALL CONNECTION R DETAIL - EXTERIOR BEAM TO WALL CONNECTION DETAIL - OPENINGS WITH SOLID SAWN, LSL, LVL, OR PSL HEADER ` "�•: SD -3 SDS SDS E SD -3 ; �� 9 e o• NAIL SCAB TO TOP CHORD WITH �, ,,� •, • ALTERNATE ANCHOR: c a 4 0.131 "x 3 �" NAILS �. " O NAIL EACH END OF BLOCKING TO cu 10-02-17 • , /z x 6- TITEN HD _ (MECHANICALLY GALVANIZED) ADD 2x4 VERTICAL SCAB IN EACH BOTTOM CHORDS WITH (3) 0.131"x 3 FLOYD S. SIMPSON, PE AS NOTED) cu oMMENrs: FL PE No. 50791 ROOF SHEATHING ( ) WITH 2" xYe" WASHER TRUSS IF NO WEB IS PRESENT /„ cu c (3) 0.131"x 3%" NAILS TYPICAL ATINSTALL 2x4 BLOCKING BETWEEN a H6 CLIP FROM EACH TRUSS MONOLITHIC FOUNDATION - TRUSS BOTTOM CHORDS @ 12"O.C. ROOF TRUSS (BY OTHERS) WITH POST TO BEAM 2x4 X -BRACE ACROSS LENGTH OF EXTERIOR c BRACE (IF REQUIRED) LAP BEAM PLIES AND SHEARWALL BOTTOM CHORD OF TRUSS 0 NAIL AS SHOWN - (5) Y8" x 6" TITEN HD SCREW ANCHOR `o NAIL EACH BLOCK TO DOUBLE PLATE -p TO REPLACE (1) ROW OF LATERAL 0.131"x 3%" NAILS PER PLY NAIL SCAB TO PLATE WITH (3) or %" x 6" SCREW ANCHOR BY PT POST AS NOTED HURRI BOLT, INC. WITH (3) 0.131 x 3/4 NAILS BRACING INSTALL 2x4 No.2 SYP T -BRACE I ( ) 0.131'x 3/a TOENAILS o NAILED TO EACH PLY OF TRUSS WEB AT PT POST (AS NOTED) I or %" THREADED ROD SET 4 Y2" INTO .i 6"O.C. WITH 0.131" x 3" NAILS H6 CLIP FROM POST ABU POST BASE `� — 2x4 BLOCKING BETWEEN TRUSSES ADHESIVE (AS NOTED) TOENAILED TO DOUBLE PLATE WITH DOUBLE PLATE o TO REPLACE (2) ROWS OF LATERAL TO BEAM o BRACING INSTALL 2x6 No.2 SYP T- BRACE EXTERIOR BEAM �" THREADED ROD 0.131"x 3%" NAILS @ 4"O.C, STEMWALL FOUNDATION -EXTERIOR MINIMUM /6' RATED SHEATHING, c �" THREADED ROD SET 7" INTO EXPOSURE I FASTEN AS NOTED NAILED TO EACH PLY OF TRUSS WEB (AS NOTED) q WITH NUT SET IN TRUSS (AS NOTED ADHESIVE ON WALL LAYOUT (BLOCK ALLcu cn - ----- y ----------• --- WITH 0.131" x 3" NAILS @ 6"O.C. PLAN VIEW AT TOP OF POST i ADHESIVE ) i_ �EDGES) � __! (7" EMBEDMENT) INTERIOR APPLICATIONS- --- DOUBLE PLATE ca I i a IF EDGE DISTANCE EXCEEDS S' a MINIMUM �/16" RATED SHEATHING, \° 1 / EXPOSURE I FASTEN AS NOTED USE MONOLITHIC CONDITION a l l i _ a q ° 1 i a a , ON WALL LAYOUT (BLOCK ALL EDGES) ° ° ° NOTE: 1 a, T -BRACING TO BE USED WHEN , cCD n CONTINUOUS LATERAL BRACING IS — — IMPRACTICAL. SIDE VIEW AT BASE OF POST T SECTION - TYPICAL T -BRACE U DETAIL - TYPICAL CONNECTIONS AT EXTERIOR POST W DETAIL - TYPICAL DTT2-Z INSTALLATION X SECTION - INTERIOR SHEARWALL PARALLEL TO TRUSSco sD-3 SD -3 SD 3 (USP DTB-TZ SIMILAR) SD -3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED cn CD 2x_ SPF #2 SOLE PLATE (U.O.N.) NAIL V SECTION - CONNECTION OF PERP. SHEARWALL TO TRUSS TO BAND BOARD WITH 0.131"x 3y4" sD-3 THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED `u cli LAST TRUSS IN ROW REQUIRING BRACING NAILS @ 6"O.ca m n� a NAIL DIAGONAL BRACE TO BLOCKING WITH (3) NAILS c cu .3 2x4 BLOCKING - TOENAIL OR ENDNAIL 2x_ BAND BOARD PER TRUSS EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING w TRUSS (AS NOTED) MONOLITHIC FOUNDATION - w MANUFACTURERco (3) NAILScn EXTERIOR „ 2x4 SPF NAILER- NAIL TO TOP PLATE WITH %" x 12" TITEN HD SCREW ANCHOR _ V CLEARANCE BETWEEN PANELS LvwBETWEEN FLOORS 0.131 "x 3%" NAILS @ 6"O.G or Y8" THREADED ROD SET 7" INTO NAIL DIAGONAL BRACE TO INTERMEDIATE ADHESIVE WEBS WITH (2) NAILS o STEMWALL FOUNDATION - EXTERIOR I2x4 SPF No.2 DIAGONAL BRACE �— 2Y32" RATED SHEATHING RIM BOARD- %" THREADED ROD SET 12" INTO a' (TYPICAL AT EACH END OF NAIL TO TRUSSES WITH (6) 0.131"x 2%" NAIL PORCH SHEATHING AS NOTED ADHESIVE o CONTINUOUS LATERAL BRACING) NAILS. ,...� EXTERIOR FRAMED WALL c� INTERIOR APPLICATIONS - NAIL DIAGONAL BRACE TO TRUSS � () TOENAIL TRUSS TO PLATE WITH IF EDGE DISTANCE EXCEEDS 5" USE h WEB WITH (3) NAILS I (2) 0.131"x 3/4" NAILS Y2„ x 12" TITEN HD SCREW ANCHOR >, or %" x 8" TITEN HD SCREW ANCHOR o V < DOUBLE PLATE (U.O.N.) or Y8" ADHES VEEADED ROD SET 6" INTO cu Q ° W LJJ Z SECTION -TYPICAL OPEN WEB FLOOR TRUSS AA SECTION - EXTERIOR WALL PARALLEL TO TRUSS E m 0 0 V %"0 x 6" TITEN HD OR " _ �\ 1 CONTINUOUS LATERAL BRACE (QUANTITY SD -3 SDS s SIMPSON THREADED ROD SET IN ADHESIVE — W AND LOCATION DEFINED BY TRUSS SHOP s cn Q DRAWING.) WITH MINIMUM 4" EMBEDMENT O Z WITH 1"WASHER cn c CONTINUOUS EACH TRUSS WEB WITH {LATERAL NCE TO AISHEATHING>, BB DETAIL - TYPICAL HTT5 INSTALLATION °; J Q ' FIELD NAILINGa, >�11J ROOF TRUSSES (BY OTHERS) SD -3 (USP PHD5 SIMILAR) DETAIL - ANCHOR BOLTF- C N o � W G v UPLIFT CONNECTOR (AS NOTED) SHEATHING EXTENDS DOWN ONTO ~ Lu z RIM JOIST MINIMUM 6" MONOLITHIC FOUNDATION - c' W0 I ; 2x4 SPF BLOCKING- NAIL WITH (2) U a TO ALLOW FOR NAILING EXTERIOR (3) TRUSSES MINIMUM 0.131 "x 3 Y" NAILS AT EACH END FOR CONTINUOUS LATERAL BRACE (END NAIL OR TOENAIL) EDGE NAILING �" THREADED ROD SET 15" INTO � AT SOLE PLATE JOB NUMBER: COUNTY: ADHESIVE 17-1404 DUVALDOUBLE PLATE a, RIM BOARD STEMWALL FOUNDATION - EXTERIOR NUT WITH 2"x 2"x16" WASHER a" =1'-0" (U.O.N.) %" THREADED ROD SET 15"INTO ALTERNATE: SIMPSON LBPS% SLOTTED DO NOT SCALE THIS DRAWING 2 ROWS 0.131"x 2%" NAILS ADHESIVE WASHER WITH 1" WASHER. = RELEASE DATE: 10-02-17 NOTES: ( ) TRUSS BOTTOM CHORD RAGGERED @ 6" O.C. REQUIRED 1) CONTINUOUS LATERAL BRACES SHALL BE 2x4 No.3 SYP OR 2x4 No.2 SPF OR BETTER (U.O.N.) IN UPPER AND LOWER SHEATHING /B /— %" 0 THREADED ROD U NAIL PORCH SHEATHING AS NOTED „ INTERIOR APPLICATIONS- MIN. SPACE BETWEEN PANELS ® IF EDGE DISTANCE EXCEEDS 5" USE c 2) ALL NAILS SHOWN SHALL BE 0.131"x 3" NAILS (U.O.N.) SHEATHING EXTENDS ABOVE %" THREADED ROD SET 8" INTO s „ s DRAWN BY: CMF EXTERIOR FRAMED WALL SIMPSON / 0 x 6 /" TITEN HD ROD COUPLER DOUBLE PLATE MINIMUM 6" ADHESIVE WITH 1" CUT WASHER a, CHECKED BY: TO ALLOW FOR NAILING.4 FSS ° OR 8" THREADED ROD SET IN ADHESIVE WITH w TITLE: IOWAEDGE NAII WG AT DOUBLE PLATE{ MINIMUM 5" EMBEDMENT WITH 1" CUT WASHER SECTIONS AND DETAILS II 0 (2 of 2) ' = SHEET: Y DETAIL - TYPICAL LATERAL TRUSS BRACING DD SECTION - EXTERIOR WALL PERPENDICULAR TO TRUSS EE DETAIL -TYPICAL SHEATHING NAILING BETWEEN FLOORS FF DETAIL - TYPICAL HDU8 INSTALLATION CC DETAIL -THREADED ROD ASSEMBLY 0SD�3 SD 3 SD -3 �D-3 SD 3 (USP PHD6 SIMILAR) SD 3 N O LOT 26, ATLANTIC BEACH COUNTRY CLUB - UNIT TWO DUVAL COUNTY, FLORIDA ATLANTIC BEACH COURT, ATLANTIC BEACH, FLORIDA REF# 169505-1425 le 000'. ol ; = =s$' ---:��;;r; � %�%y ����I ; ,. �.-' _ id's= _ :�►--_' __ _�% /.ice/�iiii �■�.�..r. .......... u rrA - FIN FLOOR FIN GRADE REV 9/21/2017 GOVERNING BUILDING CODES: FLORIDA BUILDING CODE 5th EDITION (2014), RESIDENTIAL NFPr 70 - 2011 NATIONAL ELECTRIC CODE OCCUPANCY: GROUP R (RESIDENTIAL) CONSTRUCTION TYPE: V -B SQqAR.EFOOTAGE TABULATION FIRST FLOOR LIVING SECOND FLOOR LIVING TOTAL LIVING FRONT PORCH BACK PORCH COVERED BALCONY GARAGE PAVILION TOTAL COVERED - INDEX OF DRAWINGS 2946 1026 3972 229 336 327 768 429 6061 AO COVER SHEET A1.1 SITE PLAN A2.1 SLAB PLAN A3.1 FIRST FLOOR PLAN A3.2 SECOND FLOOR PLAN A3.3 SCHEDULES, INTERIOR &STAIR DETAILS A4.1 EXTERIOR ELEVATIONS &ROOF PLAN A4.2 EXTERIOR ELEVATIONS A5.1 BUILDING SECTIONS A6.1 WALL SECTIONS A6.2 WALL SECTIONS A7.1 FLASHING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN E1.2 SECOND FLOOR ELECTRICAL PLAN S STRUCTURAL DRAWINGS (SEE LEGEND ON ENGINEER'S SHEETS) PROVIDE SWALE AS NEEDED FOR DRAINAGE GRAVEL DRY- WELL FOR POOL DEGK DRAIN (VERIFY IN FIELD) GATE W/ POOL LATCH G3 33' I SIDE STOOP � GARAGE F.F. = 8.40 (VERIFY IN FIELD) 2' 2' r 50.12' N 54`09128" E 10' B.R.L. POOL POC.', DECK DRAIN BACK PORCH (PAVERS OVER GONG SLAB) 36' DRAINAGE TYPE "8'• i-iOU6E 10.40 (VERIFY IN FIELD) 28.x' FRONT PORCH VERIFY (TREX DECK) STEP m WALK ( PAVERS ON SAND) 60.22' N 5-1°18'44" E I PURL I C SIDE WALK DRIVE AVERS N SAND) EJ EJ N �r LPU �I PAVILION II DECK I� (PAVERS OVER � SAND I CON( SLAB) M w N U- N VERIFY m STEP _ �o N i - m Plan #: � Job #: 17-1 25 di12.1' cl Ln m EXT) RIOR SHOWER 13' f� POO Q 4 � E UI� - 9.4 A/C �. 131 0 GATE W/ POOL LATCH G3 33' I SIDE STOOP � GARAGE F.F. = 8.40 (VERIFY IN FIELD) 2' 2' r 50.12' N 54`09128" E 10' B.R.L. POOL POC.', DECK DRAIN BACK PORCH (PAVERS OVER GONG SLAB) 36' DRAINAGE TYPE "8'• i-iOU6E 10.40 (VERIFY IN FIELD) 28.x' FRONT PORCH VERIFY (TREX DECK) STEP m WALK ( PAVERS ON SAND) 60.22' N 5-1°18'44" E I PURL I C SIDE WALK DRIVE AVERS N SAND) EJ EJ N �r LPU �I OOL DECK I� (PAVERS OVER � SAND I 153' GENERATOR 16' ATLANTIC BEACH COURT 8.5 45"h ALUMINUM POOL FENCE PER ATLANTIC BEACH COUNTRY CLUB FENCE STANDARDS (TYP) GRAVEL DRY -WELL FOR POOL DECK DRAIN (VERIFY IN FIELD) 2.1' 3' GATE n 6' 3' GATE PROVIDE SWALE AS NEEDED FOR DRAINAGE 6'h UTILITY YARD FENCE REV 9/21/2017 8.0 1.6 8' 5 10°05108 W 4 rP \0 0 CO 1 SITE PLAN SCALE: 1" = 10'-0" � LOT 26, ATLANTIC BEACH COUNTRY CLUB -UNIT TWO DUVAL COUNTY, FLORIDA ATLANTIC BEACH COURT, ATLANTIC BEACH, FLORIDA REF# 169505-1425 o w0 iL 0CL< WV of CX OW~�LrXQ 00-WWOWW W uj Ez w(L pW<<o_o ZLY UOZ n QQof-WWOO 0 Z L. LL.(n ZWOO~�2 F- �WF HZ�,LI 0 waN�> Ua p W J JQ D W Of W W M 0 Z a0 Q Q W W U V Lal d— CLELJ p O O re) a N cp U so'1' �- U) Lu ZNNr,V) �- z BIW U SQQ-t 2 s U V)o� r_'n p 'n Q W O N io C co N W N n LL o LL N m O \ 04 co C) 0 O Lu I- Q M >> U� Ow Q a _J �� U Lu Wk' MQ F- V m Q W p W N U mF-Nw _ _ a Ln i k' C oa?�w Q G 7x to � ONOO)u- W w z M C7 0 Q — N co J E W LL O U U°moo Q Q a � O J L6 Lu3 } Q 0 m z U < 0 0 z 1 rn 0- Q ° 0 Ln — � N W W N U w 06 cc WIM w U rn z P: LL C - W .J U rr uj Uz z wO pU C/)_ wU crQ C/)w 1 m —� U_ G wz =Q �J �I I Q 0 � C.0 M 11 N U- N O �o C O U 6 L Plan #: K1N8 Job #: 17-1 25 N Lp c>J am I F-1115&3111 4'-8" I, 5'-4" i 11'-4" 1 5.1 — - — — — — — — — — — — — — — — — — — — — 112'-8" � 31'-4" 11'-4" PROVIDE PAD FOR REV 9/21/2017 GENERATOR (VERIFY SIZE t LOCATION FOR EQUIPMENT CLEARANCES ON SITE WITH PRODUCT 1 REQUIREMENTS) 3'x3' A/C PAD (o j 7 (VERIFY LOCATION ON liITE) 36'-m" ,__- — — — — — — — — — — — — — — — — — — — — — — 00 001- FROM POOL / � �--------------------------- -----------� DECK DRAIN / / 8" CONC BLOCK TO GRAVEL / i F FOUNDATION WALL DRY -WELL / // r I ONCONC FTG PER L----------- ------------------ — ---- / STRUCTURALENG'DETAILS 8" CONC BLOCK / / I Q (TYPICAL) 8" GONG BLOCK FOUNDATION WALL / I I FOUNDATION WALL ON GONG FTG PER I I ON CONC FTG PER -STRUCTURAENG'S DETTALILS PROVIDE FTG FOR � I �- I (K � ENG S DSTRUCTUETAILS (TYPICAL) AS NEEDESTEPS TO D I I I I (TYPICAL) 2_ 44'-4" 2'-6" 4' rt I r---- o w u PAVERS OVER i r ui z COMPACTED SAND r � / ° r ------- --- —� DiEEPEN I I RECESS sow R I I I " CONC SLAB EDGE (TYP) R STRUCTURAL 0 F --J .s DETAILS ------ m J------� I I F- ---------------- - ------4 l POOL DECK SLOPE FOR DRAIN (TYP) I DRAIN E II II I I I I - ----- ---------------- I'I 9.4 I I 12'-4" 5'-6° 22'-2N T--- 8-m T I 5'-4m I;; I I I� • i I I � ,� _ I 8 CONC 5LOac FLOOR PLUG 1 I FOUNDATION WALL ON CONC FTG PER POOL I I , LOCATION I _ __ __ STRUCTURAL (VERIFY SIZE I I 4" CON( t8'I I p \4 ON oN SITE) ) - I tY - I ENG'S DETAILS 0I I I I I t DESIGN W/ I II I SLAB VERIFY � � , I �--- ----- --- (TYPICAL) POOL CONTRACTOR) I I Ly IN FIELD I I N i PROVIDE FTG FOR Iii I ---------- ----� - I STEPS TO GRADE O I AS NEEDED SLOPE SLOPE Fors DRAIN I I FLOOR PLUG I I I I� (VERIFY LOCATION I _ _ 2x8 P.T. DECK JOISTS DRAINAGE Iii I I I ON SITE) �) _ __---_-- -_ _ = I PER ENG'S DETAILS 2 I ---- - ----� - A5.1 --------------- 141-011 _________ ____14'-(d" 24'_ tl ---------- ---- - 8 -8 I I III I I I I I I I �I ____ ____-= - - 1 2'_41 _____- 21-4 Pliv -011 2'-01' 2 T - 6 I I , ELECTRIC AT I I I Iii I SLOPE FOR I KITCHEN ISLAND I Lj------- ___ DRAIN E 1I I I = I —------ L_ --J------- ----L u II f — 1 L ---------j I , p POOL DE K Iii I I I ---------- ------ - I DEEPEN EDGE DRAINI I I W/ ROD CONT L--------;= I I I i i I I �� � PER ENG'S � I 4 CONC SLAB L------- --------- r--- J DETAILS (TYP) — — — — — — - ------------- — — — - I, PER STRUCTURAL I END'S DETAILS —4 ---------- , 1------------------- iv I I c>J I I }18 I 4" GONG SLAB PROVIDE FTG FOR I I - - VERIFY I PER STRUCTURAL VERIFY RECESS SLAB DEEPEN STEPS TO GRADE I ON SITE DEEPEN I I I � N . I EDGE ENG'S DETAILS AS NEEDED SLOPE FOR DRAINAGE IN FIELD t8 I I 6 - s-+owER — EDGE (rnp) I — _ I fLu L PVC PIPE I—I I o Lu DECK DRAIN I I I I 8 I 6 B L -- I O IL Z To GRAVEL I 23'-411 4.81 I 21'_2.. DRY -WELL 32'-2" OFOUNDAtIONWAK LL - - — — — - - — � I II 9 I t24" VERIFY i ON CON( FTG PER I I ON SITE 8 GONG BLOCK 4" CON( — I STRUCTURAL FOUNDATION WALL SLAB I I ENG'S DETAILS I I I ON GONG FTG PER LI I (TYPICAL) ENGG''SDE AILS I LL ------ --- ---_j L-- I I N I � - — — — — — — — � 8 GONC BLOCK (TYPICAL) I — — — — — — �— , FOUNDATION WALL I i --- --- --- ---- -_-- _ - - ------------ ----J I I ON CON( FTG PER I ---------------------- I LL_ — _ ----------J ---------------- -� = L I STRUCTURAL I I STOPBLOGK r ---------- — �� _ ---- -----� ENG'SDETAILS I ---J - B I < PROVIDE L _ _ _ J I 3'x3' A/C FIAD I (TYPICAL) I SILL FOR 36" F — — — — — — - -------------------- J I `� (VERIFY LOCATION I L--- --- ----------J-- --- EXT DOOR +� j ON SITE) --------------- ----J -------- - PROVIDE FTG FOR L ------------------------- --- STEPS TO PAD FORPOO� — —------- AS EEDEDRADE EQUIPMENT (VER:— - 3 I SIZE t LOCATION 0 5.1 ON SITE) 1 '�� � I I 4" CONIC SLAB °DW/ TURNED EDGE 6.1 6.1 �a ' L_ _J 2'-011 12'-0" 101-0" AM 15'-4" ll' -4" 112'-8' • /i s11111 13 -510 NOTE: HOUGH EVERY EFFORT HAS TPREPARE THESE DRAWINGS BO N TAKEN TOCOMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL CRAWINGS, ENGINEERING SERVICES, AND CR CHANGES TO THESE DRAWINGS TO MEET COMPLIANCE,CODE SION OF THESE FANS ACKNOWLEDGES T AT THE PURCHASER I--aS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS O= LOCAL BUILDING OFFICIALS TO MEET COMPL IANCE. cf� PLANS ARE DRAWN IN ACCORDANCE WITH FLORIDA BUILDING CODE 5th EDITION (2014), RESIDENTIAL SEE ATTACHED ENGINEER'S DRAWINGS 4 CETAILS FOR FTG SIZES AND LOCATIONS u 0 Z J U d Q OwV VO W W 1 UU0 W OWQQo Z x 0 W to F-' LL�Lj mCD Z l ZW�F-: �w�FZI X CL 0 W J J Q- X W W m i cn>==>-i W W V U W C c � � c U u Q CIE5 U Q W LL LL m LLJ ❑ F- > 0 a J w W m Q UL) w U Q ir 0 u C L u C Job #:11 17 A2. U u LL - m M a U ZD _ N I--, C rn G Nu > 2 w � 0 I o04� M II m 04 3 v v co v L Plan #:17K 17 Job #:11 17 A2. SLOPE DRAIN 14'-0" il'-411 STEPS TO GRADE AS ' NEEDED r (RISERS NOT TO EXCEED 11/2" EACH) 107 411 d) - o POOL r P� �,< 4'-611 oil 112'-811 4'-° 21'-4" - 10'-0" 6'h FENCE PER BUILDER PROP LINE (TYPICAL) PROP LINE -- -- -- -- ---i 04 GENERATOR REV 9/21/2017 36" (NATURAL GAS) UTILITY YA.R�02 1 GATE PER PRODUCT I 36" REQUIREMENTS 3'x3' GATE TANKLESS A/C GAS WATER PAD GENERATOR HEATER 02 MIN HOSE 6.1 q Z BIBS 3 _� 2x6 WALL 2x6 WALL 2x6 WALL — — — — ------ LINEN �4 - 10'-4" I i'-8" I 9'-4" j 4'-0" WALK-IN +'1 I 1"fN *2 I a OWNERS _..,.� O 3 I r (10'-r' CEIL) 1 r I 3 5ATH __ _ - (10'-I x (10'-1" CEIL) GLASS TUB - - L_-----� I CEIL) I _ OVER TUB 1 \9 DECK TO O 103 1 8'-0" AFF 104 A � C10' -I" � 3011 - - - - (UNCOVERED) 9 _q 21-011 I 20'-011 I I A33 ,[� 11-0,l CEIL) il'-0" 10' GLS --- ------ O c{1 HOSE BIBB 2x6 WALL 106 6,, +� ------ Q _ 2x6 W e PERUBUILNQP R I I I BUIL TNS 4 N 102 ---- --� --- Q Q U Q 0 POOL DECK I I `� N - PER BI�I DER 3 , 3 , W w 3 DRAIN (TYP) N m i 10'-11, (EIL F- ----------------- CEIL-- -I I I 20'-0" OWNERS SUITE i (STEP CEIL) (DECORATIVE FINISH PER SPECS) 1 I t14'--1" i i x _ 5 " A33 I I - WALL HT II ii ii c0 I —' 0 I VENTLES$1 GAS A33 I I C i ,n 10" FIREPLAr I I I I I 3 3 101 31 _-111 31-711 121-011 I 5'-011 I 1 ,_ 11 „ 11 11 I I I 1 1 9 4 9 -0 I I I I 6' 11 41.411 - - 1m' -i0" O a'-011 I II II II I FALSE 6x12 I 1 O I I 108 I } r a I BEAM "i I I I I I I 6TUD�r I I - 11' I I I I I I I = OC �-�-----��-- - �i----��- ---� - 11 (10'-1"CEIL) 61 POO 4" I z= l I I I 1 1 a1d FR4 D (VERIFY SIZE I - U I I I I BEAM �� EIL x FRONT d DESIGN W/ I I q N d L I V I G I I (BTTM b I I I x Pool CONTRACTOR) ( I r I I ° n� I 1 (VOLUME EIL) 11 8 -6° 1) III PoRc+� SLOPE 1 I JACK b 1 11 1 1 CTYP) CSS 4/A33) - 1 1 ( 10' 5" fe HT) DRAIN I I PORCH I I °-1_q 1 1 1 1 1 1 811x811 F1 11 11 11 ED II lu m 11 II COLU4 RAPPED I I FOYER I (10'-1" 1E HT) W/ G.W TYP) I I - 100 O l i I I�- I I 1 1 (SEE 4��3 ) - (10'-1" CEIL) D_ 1 31.011 1 1 i. 15'-0" II 2'-2" I 4'-0" / 15'-211 2 i I BOXEDTo I t14'-�11 1 1 I I 01 I // 811, 0 10"d FRAMED -- MATCH WIDTH WALL HT 1 11 1 1 A33 I I JI I I I ^ I I /// N STUCCO / I i A5.1 OF COLUMNT (TYPICAL) q —�-------�>_— / _-------- --- FINISH CTYP) 3 xb xb 10"x10" FRAMED n = - - - - 8"d FRAMED x m COLUMN W/ , Z / -' BEAM TO CEIL STUCCO FINISH lu m > q `%� (BTTM t, (TYPICAL) O 3 = 8'-6" AFF) (TYP) - -- -- -- I I 6-/11 o� I m --- -- O i I � 8 `fl (SEE 4/433) 61-411 N 41-0II 19 III 4" 't I0'-411 V-011 U N 5'-411 P.T. WOOD GUARDRAIL (TYPICAL) (SEE A6.1) 10"x10" FRAMED COLUMN W/ STUCCO FINISH ( TYPICAL ) STEPS TO GRADE AS NEEDED �t (RISERS NOT TO EXCEED 7,,211 EACH) _ 2 A5.1 _ 1 6 81.811 + O I 21_-111 X0'-1° ?_411 o z II _ IC I I N O 8'-011 0 8'x4' ISLAND e r-� ICE FS) I MKR I `fl (SEE 4/433) 61-411 N 41-0II 19 III 4" 't I0'-411 V-011 U N 5'-411 P.T. WOOD GUARDRAIL (TYPICAL) (SEE A6.1) 10"x10" FRAMED COLUMN W/ STUCCO FINISH ( TYPICAL ) STEPS TO GRADE AS NEEDED �t (RISERS NOT TO EXCEED 7,,211 EACH) _ 2 A5.1 _ 1 6 81.811 + O I 21_-111 X0'-1° ?_411 o z II _ IC I I N O I PAVILION 8 / 1/17 - 4 -4 4'-411 `t 6'-8" 5'-10" I I1 ip STEPS TO I I \\ (VOLUME CEIL) } EXTERIOR / 4 36" BASE 8 -0 4'_6" g,_0„ GRADE AS \ BASE CABs CA W/ SINK , 2 -STORY 10'-1" - S'-0" CEIL ENTRY NEEDED I I \ / 111 � CEILING --I CEIL AT SHOWER 6" (RISERS NOT i I VAULT \ - / 112 113 (10'-1" CEIL) TO EXCEED I I '� \ 0 / _T _ 116 1,1/211 EACH) ' 4012 "h WALL / -' - - - - c0 I I PITC1-INT \ \ W/ BAR TOP i / VAULT N q UP �� q L INEN 3 q >------------ - 55/12 INT N 36"h GrUARD 3 - m ENG BEAM I 1 / ( \ AIL PITCH BASE F- - -I n x `� 42"h WALL W/ co BOXED TO / 19'-10" I - - `r �-0 N I GAB I 114 `r GLASS OVER -' OF COLUMNMATCH I S'-2" �0'-6" Q I 8'-i0" I W I al I 11'-4" 2'_8" `' 0" 3'-4" TO 8'-0" AFF / soKERN z _ I 5 R\\POO I = L _ 11i 30" 14'-2° 2'_811 (TYPICAL) I / WOOD BURNING _j I CYO UME \ 5'4Ti-� -1 I L r - f�1 q ST::)RAGE ' - GLS / FIREPLACE W/ Q Q (l0' -I" � I D -' 3 q 10"x10" FRAMED I I / GAS STARTER > � �' I c IL) \ z . n0'-1 3 I 14 I BATI--I 1n Q COLUMN W/ / CEIL) I CEIL) cjGAS)I 31 x 2x6 WALL i(1 O - 6 11 STUCCO FINISH I I / I GAS GRILL L - _1C4 - n (10'-I" CEIL) N SUf T #2 Lj (TYPICAL) I I / / i _ \ \ 2x6 2x(p WALL 2x6 -' 2x6 2x6 (10'-1" CEIL) 4 TT_ 118 I .4 - - ---------- N I "1 16"d ARCH O - 3 \D I x 0 CESSHOSE I 0 36" SSTTUCCO W/ i x BIBB I -' GATE OOL EQUIP 3'x3' A/C PAD FINISH I 2x6 WALL STEPS TO 48"h WALL i GRADE AS W/ CAP E I 36" UTILITY YARD 01 NEEDED STUCCO FINISH EXTERIOR 36" „ j GATE I 15 O I 4 -0 MIN (RISERS NOT SHOWER W/ i GATE 5.1 HOT E COLD i i I 6.1 To EXCEED VERIFY ON SITE1 -T 1/2" EACH) I 6'h PRIVACY I TANKLESS FENCE AT i 4'h FENCE I I 6 1 GAS WATER SHOWER PER PER BUILDER I I HEATER 01 BUILDER I (TYPICAL) 3 -} 3'- IIS I A1_�11 I li F-1 el -211 2'-8 x'_311 41_�II QQ 4'-8" 41_011 21_f311 J 9'-411 28'-10" 141-611 11'-4" 8' -SII FIRST FLOOR PLAN SCALE. HVAC *I UNIT LOCATED IN ATTIC; TRUSSES W/ DECKING OVER GARAGE STEPS DOWN AS NEEDED (RISERS NOT TO EXCEED 7 EA) GUARD f RAIL I PULL DOWN ATTIC STAIR L- ELECTRICAL PANEL TRANSFER SWITCH PANEL FOR GENERATOR 24'-011 9'-011 32'-2" GARAGE (10'-1" EHT) (PROVIDE ATTIC TRUSSES W/ DECKING OVER GARAGE) 32'-2" REV 9/21/2017 ♦ HOSE BIBB 4'x4' STOOP I I DWELLING UNIT TH IME 41,949 CU51C FEET SEE BUILDER FOR MECHANICAL VENTILATION SPECIFICATIONS 0 8'-8" 2'-411 " 61_011 5Q. Fri. To4f FIRST FLOOR LIVING — SECOND FLOOR LIVING TOTAL LIVING FRONT PORCH BACK PORCH COVERED 5ALCONY — GARAGE PAVILION TOTAL COVERED NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPL I ANCE. 0 O Oar e Oo SINK u.tp� 11 8 D IN ING O � m O O I I m -- KITCHEN I I ' += (10'-I" CEIL) O I -1 b HOSE I I - o 0 (10'-1" CEIL) = 0 I I I I N BBB w z POOL DECK QDRAIN (TYP) I I = O - r- 0, GAS COOKTOP rc1 W/ i i A33 i i $"x8" FRAMED Q 2x6 WALL VENTED HOOD - - - I I COLUMN WRAPPED 3 COATS- 2x6 AL REP W/ G.W.B. (TYP) \0 - - - ------------ ------------ --- -- x - - - - - - - O ---- n� i 10-I CEIL (SEE 4/A33) C O vO \ _ -- --- - 2x6 WALL 2x6 WALL - - ----- BUILT-IN SEAT 4 CUBBIES \ � E / 110 = N 2x4 BEHIND r- - - - - - 2xb WALL _ PER BLDS N I \ \ ►- ? _ = 9 REF FOR GESS I �+ a0 I PAVILION 8 / 1/17 - 4 -4 4'-411 `t 6'-8" 5'-10" I I1 ip STEPS TO I I \\ (VOLUME CEIL) } EXTERIOR / 4 36" BASE 8 -0 4'_6" g,_0„ GRADE AS \ BASE CABs CA W/ SINK , 2 -STORY 10'-1" - S'-0" CEIL ENTRY NEEDED I I \ / 111 � CEILING --I CEIL AT SHOWER 6" (RISERS NOT i I VAULT \ - / 112 113 (10'-1" CEIL) TO EXCEED I I '� \ 0 / _T _ 116 1,1/211 EACH) ' 4012 "h WALL / -' - - - - c0 I I PITC1-INT \ \ W/ BAR TOP i / VAULT N q UP �� q L INEN 3 q >------------ - 55/12 INT N 36"h GrUARD 3 - m ENG BEAM I 1 / ( \ AIL PITCH BASE F- - -I n x `� 42"h WALL W/ co BOXED TO / 19'-10" I - - `r �-0 N I GAB I 114 `r GLASS OVER -' OF COLUMNMATCH I S'-2" �0'-6" Q I 8'-i0" I W I al I 11'-4" 2'_8" `' 0" 3'-4" TO 8'-0" AFF / soKERN z _ I 5 R\\POO I = L _ 11i 30" 14'-2° 2'_811 (TYPICAL) I / WOOD BURNING _j I CYO UME \ 5'4Ti-� -1 I L r - f�1 q ST::)RAGE ' - GLS / FIREPLACE W/ Q Q (l0' -I" � I D -' 3 q 10"x10" FRAMED I I / GAS STARTER > � �' I c IL) \ z . n0'-1 3 I 14 I BATI--I 1n Q COLUMN W/ / CEIL) I CEIL) cjGAS)I 31 x 2x6 WALL i(1 O - 6 11 STUCCO FINISH I I / I GAS GRILL L - _1C4 - n (10'-I" CEIL) N SUf T #2 Lj (TYPICAL) I I / / i _ \ \ 2x6 2x(p WALL 2x6 -' 2x6 2x6 (10'-1" CEIL) 4 TT_ 118 I .4 - - ---------- N I "1 16"d ARCH O - 3 \D I x 0 CESSHOSE I 0 36" SSTTUCCO W/ i x BIBB I -' GATE OOL EQUIP 3'x3' A/C PAD FINISH I 2x6 WALL STEPS TO 48"h WALL i GRADE AS W/ CAP E I 36" UTILITY YARD 01 NEEDED STUCCO FINISH EXTERIOR 36" „ j GATE I 15 O I 4 -0 MIN (RISERS NOT SHOWER W/ i GATE 5.1 HOT E COLD i i I 6.1 To EXCEED VERIFY ON SITE1 -T 1/2" EACH) I 6'h PRIVACY I TANKLESS FENCE AT i 4'h FENCE I I 6 1 GAS WATER SHOWER PER PER BUILDER I I HEATER 01 BUILDER I (TYPICAL) 3 -} 3'- IIS I A1_�11 I li F-1 el -211 2'-8 x'_311 41_�II QQ 4'-8" 41_011 21_f311 J 9'-411 28'-10" 141-611 11'-4" 8' -SII FIRST FLOOR PLAN SCALE. HVAC *I UNIT LOCATED IN ATTIC; TRUSSES W/ DECKING OVER GARAGE STEPS DOWN AS NEEDED (RISERS NOT TO EXCEED 7 EA) GUARD f RAIL I PULL DOWN ATTIC STAIR L- ELECTRICAL PANEL TRANSFER SWITCH PANEL FOR GENERATOR 24'-011 9'-011 32'-2" GARAGE (10'-1" EHT) (PROVIDE ATTIC TRUSSES W/ DECKING OVER GARAGE) 32'-2" REV 9/21/2017 ♦ HOSE BIBB 4'x4' STOOP I I DWELLING UNIT TH IME 41,949 CU51C FEET SEE BUILDER FOR MECHANICAL VENTILATION SPECIFICATIONS 0 8'-8" 2'-411 " 61_011 5Q. Fri. To4f FIRST FLOOR LIVING — SECOND FLOOR LIVING TOTAL LIVING FRONT PORCH BACK PORCH COVERED 5ALCONY — GARAGE PAVILION TOTAL COVERED NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPL I ANCE. 0 GARAGE WINDOW HEADS g 8'-0" AFF OF HOUSE 4'-4" 41_4 11 8'-8" _ATI ON 2946 1026 3972 229 336 327 768 4213 6061 WI PLANS ARE DRAWN IN ACCORDANCE WITH FLORIDA 5UILDING CODE 5th EDITION (2014), RESIDENTIAL NOTES I - ALL EXTERIOR WALLS ARE DRAWN AT 6" NOMINAL TO REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, SPACING AND GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES. Z - ATTIC ACCESS TO BE 22"X30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO 5E- - SOLID WOOD DOOR W/ lk MIN THICKNESS - OR, SCLID OR HONEYCOMB -CORE STEEL -OR, 20-1-IINUTE FIRE -RATED (ANY DOOR ; HOSEN SHALL HAVE A SELF -CLOSE¢) 4 -ALL SHOWER GLASS (FIXED GLASS, PARTITIONS c DOORS) ARE TO BE TEMPERED GLASS (SEE BUILDER FOR PRODUCT SPECS). v `pUw 12 0 0C3 NF a. it W V z0FF- as oW c)a-wwoww w22w==owiE ow<<0F-O zX Utz h ¢Qlot� ci�w00 0ZNNmtZ((n N zw»�-�s F �w~�Zww 0 w0- >_0a. ow_,_IQ=) w X w w m o z co)(L cn>-==>-W wwUUwn.— F_ N O Oar e u.tp� 8 LQ O � m O GARAGE WINDOW HEADS g 8'-0" AFF OF HOUSE 4'-4" 41_4 11 8'-8" _ATI ON 2946 1026 3972 229 336 327 768 4213 6061 WI PLANS ARE DRAWN IN ACCORDANCE WITH FLORIDA 5UILDING CODE 5th EDITION (2014), RESIDENTIAL NOTES I - ALL EXTERIOR WALLS ARE DRAWN AT 6" NOMINAL TO REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, SPACING AND GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES. Z - ATTIC ACCESS TO BE 22"X30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO 5E- - SOLID WOOD DOOR W/ lk MIN THICKNESS - OR, SCLID OR HONEYCOMB -CORE STEEL -OR, 20-1-IINUTE FIRE -RATED (ANY DOOR ; HOSEN SHALL HAVE A SELF -CLOSE¢) 4 -ALL SHOWER GLASS (FIXED GLASS, PARTITIONS c DOORS) ARE TO BE TEMPERED GLASS (SEE BUILDER FOR PRODUCT SPECS). v `pUw 12 0 0C3 NF a. it W V z0FF- as oW c)a-wwoww w22w==owiE ow<<0F-O zX Utz h ¢Qlot� ci�w00 0ZNNmtZ((n N zw»�-�s F �w~�Zww 0 w0- >_0a. ow_,_IQ=) w X w w m o z co)(L cn>-==>-W wwUUwn.— F_ N 14'-211 in ENG BEAM BOXED TO MATCH WIDTH OF COLUMN (TYP) a"xa" COLUMN—� CTYP) N P.T. WOOD 8 GUARD mRAIL (TYP) — 2 _ A5.1 u IIIA -- F - — — — — 4_� -- — — — — — — 9'-2" P.T. WOOD GUARD RAIL (TYP) HOSE BIBS o, CO�'D ►A�COI� fE HT) PROVIDE 0 SIDING ON PORCH SIDE 200 till r 81' -211 — — — — — — — — — — — — — — — — — — — — — I I----- LINE OF FIRST FLOOR BELOW (TYPICAL) I I 1 1 I 51 1 1 I I 9..G IJ AI I 112' -811 0 _l I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I II I II II II 24'_211 II II II II II I I II II II II II I I II II II I I I IVING I I II �II I I V, I I I Ii i 5ELOWiQ cj w � I I II II II II o�m II 4'-6 " 1 4'-011 v 3'-0" I II II II _ z II II i 1 1 U 11 DECORATIV'E 0 SINK 1 I I FALSE 6x121I I I I I > r 0- I I BEAM I I — — — - - — — — 7-1—-7 � — — — — T- — — — — 7 — — — — I 6► 3611hASE CABS I II > rfL II II I II II II II II II II I I I I 20'-211 I W/ W 4'-011 I II II II . I II II II I II II II 11 !I II II a II II I I I II I I 1 i1 II II � II II 141 II II I 1 15' -411 LOFT (9'-1" CEIL) Q iv I 211611 1 208 I 13'-2" SU I TE #4 (9'-111 CEIL) V31 " U �'-411 BATH 04 (9'-I" CEIL) ---f-ATTIC C91_111 ACCESS _1 CEIL) L_J WALL / A3 3 203 - _1 N 4'-6 " 1 4'-011 v 3'-0" 8 U/C SINK 1 REF 3 6► 3611hASE CABS ' FURR W/ W LL CABS ``� OVER TO FIT 36"h WALL O I I 1 W/ CAP I I 1 r I O 1 Q I I � = LINE OF FIRST L _ I � FLOOR BELOW ----------------- (TYPICAL) i T I L---- --------- ------------- --- --� 141-211 41-211 GUARD RAIL (TYP) - Sam 4'-a" (OPEN TO HALL BELOW) -11-1011 SECOND F SCALE: 1/4" = 11-0" BUILT-IN WINDOW SEAT PER BUILDER 1 1 6.1 I - I I 2 411-411 0 I � r 1 N SU I TE #3 I 6 (9'-1" CEIL) — - - I - - - - —--------- 0 11 1 �I 131-a11 I I - — — — — — — — — — —I— — — — — — — — — — BUILT-IN LINEN Q `� 3 1 CAB PER BLDR r N (2 O L 2x6 1 1 / x - _1 N I � r 1 N SU I TE #3 I 6 (9'-1" CEIL) — - - I - - - - —--------- 0 11 1 �I 131-a11 I I - — — — — — — — — — —I— — — — — — — — — — BUILT-IN LINEN Q `� 3 1 CAB PER BLDR r N (2 O L 2x6 1 1 / x - _1 N JATH "3 (v_r CEIL) 1 3 6► x FURR AS NEE 3ED TO FIT L---- ---�-- 2' -lo" 1,2'-011 I-IVAG *�2 UNIT LOCATED IN ATTIC TRUSSES W/ DECKING — — — — — — — — — — — — — — — , 1 L-----------1 I LINE OF FIRST FLOOR BELOW (TYPICAL) I I I r------ ------------------------- 4-11-411 NOTE: ALToOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. PLANS ARE DRAWN IN ACCORDANCE W IT14 FLORIDA 5UILDING CODE 5th EDITION (2014), RESIDENTIAL NOTES: 1 - ALL EXTERIOR WALLS ARE DRAWN AT 6" NOMINAL TO REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE). ACTUAL SIZE, SPACING AND GRADE OF LUMBER TO BE USED SHALL BE DETERMINED BY BUILDER PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES. 2 - ATTIC ACCESS TO BE 22"X30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS). 3 - GARAGE -TO -HOUSE INTERIOR DOOR TO 5E- - SOLID WOOD DOOR W/ 1j" MIN THICKNESS - OR, SOLID OR HONEYCOMB -CORE STEEL -OR, 20 -MINUTE FIRE -RATED (ANY DOOR CHOSEN SHALL HAVE A SELF -CLOSER) 4 -ALL SHOWER GLASS (FIXED GLASS, PARTITIONS � DOORS) ARE TO BE TEMPERED GLASS (SEE BUILDER FOR PRODUCT SPECS). DECORATIVE FALSE 4x8 QC AMC /TV -) FIREPLACE SURROUND D E DETAIL TO BE A33 DETERMINED NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMAtfON AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPL IANGE. all at tiro OPEN fcm!rox 1x(o TRIM i i i (2) 2680 BARN DOORS — i DECORATIVE FALSE 4x8 BEAMS (TYP) A33 INTERIOR DETAILS SCALE: iia , V-011 all G.W.B. LAMED BEAM TRIM W/ CAP )TH SIDES) G.W.B. lINT TO MATCH r1 COLOR) TRIM OVER TRIM W/ " COVE MOULD OPEN MATCH BEAM TRIM DETAIL (SEE 4/A33) OPEN 8'x4' KITCHEN ISLAND 3" FRAMED _UMN WRAPPED 1/2" G.W.B. TO 9"x9" LINT TO MATCH '1 COLOR) BASE TRIM TYPICAL INTERIOR FRAMED BEAM/ COLUMN DETAIL SCALE: 3/4 - P-011 1x6 TRIM TRIM DETAILS NOT SHOWN (VERIFY TRIM DETAILS W/ BUILDER (2) RISERS 0 1-71/2" EA (I) RUN ® 101%" Q _ zL 1 'jr'" ,433 ci) Wt- ,0 � � 0 v Q A33 3'-6"" 4'-42.. 3._52". LANDING (6) RISERS 0 f-11/2 " EA (5) RUNS A 101/2" EA GUARD/ HANDRAIL LANDING GUARD RAIL TYPE OPERATION MANUFACTURER REMARKS 100 (2) 3'-0" x 6'-8" ENTRY SWING N W/ ARCHED TRANSOM O 12" I DOAN TRACK 12 "d A / D I 102 1 RECESS SWING TO BE DETERMINED 103 3 X433 INTERIOR OPEN fcm!rox 1x(o TRIM i i i (2) 2680 BARN DOORS — i DECORATIVE FALSE 4x8 BEAMS (TYP) A33 INTERIOR DETAILS SCALE: iia , V-011 all G.W.B. LAMED BEAM TRIM W/ CAP )TH SIDES) G.W.B. lINT TO MATCH r1 COLOR) TRIM OVER TRIM W/ " COVE MOULD OPEN MATCH BEAM TRIM DETAIL (SEE 4/A33) OPEN 8'x4' KITCHEN ISLAND 3" FRAMED _UMN WRAPPED 1/2" G.W.B. TO 9"x9" LINT TO MATCH '1 COLOR) BASE TRIM TYPICAL INTERIOR FRAMED BEAM/ COLUMN DETAIL SCALE: 3/4 - P-011 1x6 TRIM TRIM DETAILS NOT SHOWN (VERIFY TRIM DETAILS W/ BUILDER (2) RISERS 0 1-71/2" EA (I) RUN ® 101%" Q _ zL 1 'jr'" ,433 ci) Wt- ,0 � � 0 v Q A33 3'-6"" 4'-42.. 3._52". LANDING (6) RISERS 0 f-11/2 " EA (5) RUNS A 101/2" EA GUARD/ HANDRAIL LANDING GUARD RAIL TYPE OPERATION MANUFACTURER REMARKS 100 (2) 3'-0" x 6'-8" ENTRY SWING UP W/ ARCHED TRANSOM O 101 I DOAN TRACK G H A / D I 102 1 INTERIOR SWING TO BE DETERMINED 103 3 X433 INTERIOR 3"-5111 4'-42"" LANDING (6) RISERS LANDING ±11/2" EA (5) RUNS Q 101/2" EA STAIR DETAIL E: STAIR SECTION SCALE: 1/4" = 1t-011 GUARD RAIL X43.3 E (2) RISERS g 1-0/2" EA (1) RUN 0 101/2" STAIR SECTION SCALE-, 1/411 . 11-011 3 ,43.3 W11 viz it \ TREAD 21 z 1" NOSING / 101,2" RUN TNT= RI6E/RUN/TRE,4D Nc3) RISERS 6 t'11i2" EACH RUNS w 101/2" EACH TREADS m 111/2" EACH (W/ I"" NOSING) GUARD/ HANDRAIL g 36" 0 REV 9/21/2017 7 NQ N4 cell t w w zLu 02§1 �^ W- ,0 FINISH STORAGEI� UNDER STAIRS W/ 1/2" G.W.B. STAIR SEC SCALE: 1/4" = 1'-011 �wtu zw V / \V \. �r 'Q FINISH STORAGE UNDER STAIRS W/ 1/2" G.W.B. REV 9/21/2017 DOOR SCHEDULE - FIRST FLOOR SIZE TYPE OPERATION MANUFACTURER REMARKS 100 (2) 3'-0" x 6'-8" ENTRY SWING TO BE DETERMINED W/ ARCHED TRANSOM O 101 (2) 2'-6" x 8'-0" BARN TRACK TO BE DETERMINED 102 3'-0" x 8'-0" INTERIOR SWING TO BE DETERMINED 103 2'-8" x 8'-0" INTERIOR SWING TO BE DETERMINED HEAD g 6'-8" AFF 1011 C2) i'-6" x 8'-0" INTERIOR SWING TO BE DETERMINED 1'_6 1O� 2'-8" x 8'-0" INTERIOR SWING TO BE DETERMINED 106 2'-8" x 8'-0" INTERIOR SWING TO BE DETERMINED WINDOW/DOOR BELOW 101 8'-0" x 8'-0" FRENCH GLIDER TO BE DETERMINED (2) 48" PANELS 208 1 -0"ILREN wo GL_12ER TO BE DETERMINED (4) 48" PANELS Fi E5 e" AFF Te 15E 15E. 110 3'-0' x 8'-0 RE H INC I TEMPERED 111 2'-8" x 8'-0" INTERIOR SWING TO BE DETERMINED 112 2'-6'" x 8'-0" INTERIOR SWING TO BE DETERMINED 4'-6" 113 1 3'-01x 8'-0" INTERIOR SWING TO BE DETERMINED 5056 114 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED EYEBROW ARCH 115 " 2'-6" x 8'-01 INTERIOR SWING TO BE DETERMINED 116 2'-8" x 8'-0"' INTERIOR SWING TO BE DETERMINED 5'-0" 11� " 2'-8" x 8'-01 INTERIOR SWING TO BE DETERMINED 118 (2) 2'-0" x 8'-0" INTERIOR SWING TO BE DETERMINED 119 3'-0" x 8'-0" EXTERIOR SWING TO BE DETERMINED 20 MIN FIRE -RATED W/ CLOSER 120 3'-0" x 8'-0" EXTERIOR SWING TO BE DETERMINED ' 3'-01 121 ' 6'-0"' x 8'-01 GARAGE OVER -HEAD TO BE DETERMINED 122 " 9'-0"' x 8'-01 GARAGE OVER -HEAD TO BE DETERMINED 123 ' 9'-0" x 8'-01 GARAGE OVER -HEAD TO BE DETERMINED HEAD 16'-8" DOOR SCHEDULE SECOND FLOOR SIZE TYPE OPERATION MANUFACTURER REMARKS 200 9'-0" x 8'-0" FRENCH GLIDER TO BE DETERMINED (3) 36" PANELS 201 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED 3'-0" 5'-0" SINGLE HUNG HEAD -s 8'-0" AFF TO BE DETERMINED 203 2'-8" x 6'-8" INTERIOR SWING TO BE DETERMINED HEAD g 6'-8" AFF 204 (2) 2'-0" x 6'-8" INTERIOR SWING TO BE DETERMINED 1'_6 205 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED 206 2'-6" x 6'-8" INTERIOR SWING TO BE DETERMINED WINDOW/DOOR BELOW 20-7 2'-8" x 6'-8" INTERIOR SWING TO BE DETERMINED 208 (2) 2'-0" x 6'-8" INTERIOR SWING TO BE DETERMINED WINDOW SCHEDULE MODEL R/O WIDTH R/O HEIGHT TYPE LOCATION MANUFACTURER REMARKS O2(o 50 2"-6" 5'-01" SINGLE HUNG HEAD G 8'-0" AFF TO BE DETERMINED O3050 3'-0" 5'-0" SINGLE HUNG HEAD -s 8'-0" AFF TO BE DETERMINED O3050 3'-0" 5'-0" SINGLE HUNG HEAD g 6'-8" AFF TO BE DETERMINED FACTORY MULL O 5016 5'-0" 1'_6 FIXED EYEBROW TRANSOM TO BE DETERMINED MULLED W/ WINDOW/DOOR BELOW IN TO BE DETERMINED Fi E5 e" AFF Te 15E 15E. oo's 2 -6" - D - I TEMPERED (WE I AREA) O2646 2'-6"" 4'-6" SINGLE HUNG HEAD B 8'-0" AFF TO BE DETERMINED O 5056 (2) 2'-6" (2) 5'-6" FIXED HEADS A i'-6" AFF TO BE DETERMINED EYEBROW ARCH MULLED O 3050 ' 3'-01 5'-0" SINGLE HUNG HEAD g 1'-0" AFF TO BE DETERMINED O2030 2'-01" 3'-0" AWNING HEAD G 1'-0" AFF TO BE DETERMINED O2(o 50 2'-6" 5'-0" SINGLE HUNG HEAD tt 1'-0" AFF TO BE DETERMINED O 2030 2'-0" ' 3'-01 FIXED HEAD 'm l'-0" AFF TO BE DETERMINED O2ro4ro 2'-6" 4'-6"' SINGLE HUNG HEAD 6 i'-0" AFF TO BE DETERMINED O 2040 2'-0" 4'-0" FIXED HEAD 16'-8" TO BE DETERMINED AFF FIRST FLOOR 2x4 CAP 5/4"x4 TF (EACH SI 4x4 POS' �--- 1x6 VERT W/ 1/2" Sf BETWEE> 5/4"x6 Tf (EACH SI N SECTION TYP FENCI SCALE: 3/4" = V -,a" OVER -HANGS WITHIN 5' OF PROPERTY LINE (PROVIDE ALTERNATE FIRE -BLOCKING IN -LIEU -OF FIRE RATED MATERIALS PER VARIANCE "V-15-11) SECTION 4/,46.1 ELEVATION DETAI u I r /12 1/12 r 7/12 I ROOF LINE -� (TYPICAL) ) /12 LINE OF STRUCTURE 9'-1" fE HT CHIMNEY CA (VERIFY STY .E PER CUT SHE T) �(----a 10'-1" lE HT GALVALUME METAL ROOF (TYPICAL) - FIXED SHUTTER (TYPICAL) HARD I -LAP SIDING (TYP) 5/4"x6 CORNER TRIM (TYP) 0, O�4]Ajd %:�q I �hh GALVALUME METAL ROOF (TYPICAL) FIN FLOOR N FIN GRADE -----L7--L------- --------------- i (TYPICAL) NOTE: I I ALTHOUGH EVERY EFF RT HAS BEEN TAKEN T TO PREPARE THESE DRAWINGS TO COMPLY ATTIC STORAGE TRUSSES I I WITH LOCAL BUILDING CODES, CONTINUOUS (SPACE AVAILABLE TO BE DETERMINED BY MANUFACTURER) i r CODE CHANGES MAY QUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE I r I I PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED O= THIS INFORMATION _7. _ _ _ _ _ _ -I I AND ASSUMES THE RESPONSIBILITY TO 1/12 I I PROVIDE ALL ADDITI NAL REQUIREMENTS :': '; :'•:'•: :::':'•:'•"..;..f �., OF LOCAL BUILDING OFFICIALS TO MEET i .:'•:'• :: • .' •:'•:'•: ;: ::: i I I COMPLIANCE. - - - - - - - ------- - - - �— c-4 ATTIC STORAGE TRUSSES - - - - - - - - - _ - I i-� (SPACE AVAILABLE TO BE DETERMINED BY MANUFACTURER) CHIMNEY CHASE W/ CRICKET OVER -HANGS WITHIN 5' OF PROPERTY LINE (PROVIDE ALTERNATE FIRE -BLOCKING IN -LIEU -OF FIFE RATED MATERIALS PER VARIANCE OV -15-11) SECTION 4/A6.1 • • • "SEALED ROOF' Lel/ NO VENTILATION 10'-1" fE_HT STUCCO FINISH 'TYP) 8 FIN FLOG �t FIN GRAD GALVALUME METAL ROOF (TYPICAL) - V- I" IE HT STEPS TO GRADE P.T. GUARDRAIL AS NEEDED L 10"x10" FRAMED (TYPICAL) COLUMN W/ FROSTUCCON }��fO` ' FINISH I( I^ZICTYPICAL) ELE, SCALE: 1/4" = 1'-0" 12 8"x8" COLUMN (TYP) - P.T. GUARDRAIL (TYPICAL) 5/4"x6 HEADER TRIM 5/4"x6 SIDE TRIM 5/4"x6 BOTTOM TRIM TYP WINDOW TRIM AT HARDI-LAP SIDI SCALE- Ilt - V-011 GALVALUME METAL ROOF (TYPICAL) 12 9'-1" fE HT FIN FLOOR Art 10'-1" fE HT _' A m STUCCO FINISH (TYP) a FIN FLOOR N FIN GRADE REV 9/21/2017 3/4"x4" FOAM TRIM W/ STUCCO FINISH 3/4"x4" FOAM TRIM W/ STUCCO FINISH 3/4"x4" FOAM TRIM W/ STUCCO FINISH (BEVEL SILL FOR RUN-OFF) TYP WINDOW TRIM AT STUCCO FINISH SCALE: 1/2" = 1'-0" HARD I -LAP SIDING (TYP) 9'-1" iE HT -CHIMNEY CAP (VERIFY STYLE PER CUT SHEET) cn 5/4"x6 CORNER TRIM (TYP) CRICKET FIN FLOOR c�ll�t 10'-1" fE HT STUCCO FINISH (TYP) FENCE (TYP) FIN FLOOR FIN GRADE PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. I I 13/4/12 PITCH r ---` ---- `�T CRICKET r -------- L-- 1/12 7/12 ------ � -T--- i- N �- 1 -- I r r I I N (' '• ••:,:.:,:• ....... ..� _1/12 �„ ...,.,...• ...,.,.....'........'....•:::;:,.';.;'._':.•. N r r I I - --- - - -- - - 7/12 - - - - - --� - - - - - - - ------- - - - �— c-4 ATTIC STORAGE TRUSSES - - - - - - - - - _ - I i-� (SPACE AVAILABLE TO BE DETERMINED BY MANUFACTURER) CHIMNEY CHASE W/ CRICKET OVER -HANGS WITHIN 5' OF PROPERTY LINE (PROVIDE ALTERNATE FIRE -BLOCKING IN -LIEU -OF FIFE RATED MATERIALS PER VARIANCE OV -15-11) SECTION 4/A6.1 • • • "SEALED ROOF' Lel/ NO VENTILATION 10'-1" fE_HT STUCCO FINISH 'TYP) 8 FIN FLOG �t FIN GRAD GALVALUME METAL ROOF (TYPICAL) - V- I" IE HT STEPS TO GRADE P.T. GUARDRAIL AS NEEDED L 10"x10" FRAMED (TYPICAL) COLUMN W/ FROSTUCCON }��fO` ' FINISH I( I^ZICTYPICAL) ELE, SCALE: 1/4" = 1'-0" 12 8"x8" COLUMN (TYP) - P.T. GUARDRAIL (TYPICAL) 5/4"x6 HEADER TRIM 5/4"x6 SIDE TRIM 5/4"x6 BOTTOM TRIM TYP WINDOW TRIM AT HARDI-LAP SIDI SCALE- Ilt - V-011 GALVALUME METAL ROOF (TYPICAL) 12 9'-1" fE HT FIN FLOOR Art 10'-1" fE HT _' A m STUCCO FINISH (TYP) a FIN FLOOR N FIN GRADE REV 9/21/2017 3/4"x4" FOAM TRIM W/ STUCCO FINISH 3/4"x4" FOAM TRIM W/ STUCCO FINISH 3/4"x4" FOAM TRIM W/ STUCCO FINISH (BEVEL SILL FOR RUN-OFF) TYP WINDOW TRIM AT STUCCO FINISH SCALE: 1/2" = 1'-0" HARD I -LAP SIDING (TYP) 9'-1" iE HT -CHIMNEY CAP (VERIFY STYLE PER CUT SHEET) cn 5/4"x6 CORNER TRIM (TYP) CRICKET FIN FLOOR c�ll�t 10'-1" fE HT STUCCO FINISH (TYP) FENCE (TYP) FIN FLOOR FIN GRADE PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. 10'-1" fE HT BERMUDA SHUTTER (TYPICAL) STUCCO FINISH (TYP) — FIN FLOOR L R OF HOUSE FIN GRADE 9'-1" fE HT FIN FLOOR dlitt ' 10'4" IE HT s FIN FLOOR 1 N - FIN GRADE GALVALUME METAL ROOF (TYPICAL) - 12 12 12 9'4" IfE HT 12 1 12 3v - 12 GALVALUME METAL ROOF (TYPICAL) HARD I -LAP SIDING (TYP) 5/4"x6 CORNER TRIM (TYP) CHIMNEY CAP (VERIFY STYLE PER CUT SHEET) 8"x8" COLUMN (TYP) 12 Q � P.T. GUARDRAIL (TYPICAL) NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. V-1" IE HT FIN FLOOR -10'-1" tE HT _' - --- ;.. _ :., ; STUCCO . ' BERh'Il1DA • • :. FINISH 10 x10 FRAMED 'SHUTTER••, �' � • STUCCO :.. FINISH (TYP) . •. •..... .•. •' �� :...•(TYPICAL) ' :. COLUMN W/ STUCCO FINISH (TYPICAL) ; MANTLE 4 SURROUND t. AT FIREPLACE TO Eu_J: . BE DETERMINED RM ED ir.- .. s % J. STEPS TO GRADE AS NEEDED REV 9/21/2017 RIGHT ELEVATION, POOL PER POOL I � CONTRACTOR --� 6GALE: 1/4'' = 1'-0" --- - 10"x10" FRAMED COLUMN W/ STUCCO FINISH (TYPICAL) STEPS TO GRADE AS NEEDED mW GALVALUME METAL ROOF (TYPICAL) - 8..x8.. COLUMN (TYP) LINE OF CRICKE=T BEYOND 12 -H- 12 STEPS TO GRADE AS NEEDED klil ...-FIN FLOOR. It ]IL it if if if ii ii LEST ELEVATION SCALE: lin V-011 12 9'-1" IE HT HARD I - LAP SIDING (TYP) 5/4"x6 CORNER TRIM (TYP) 5/4"x6 HEADER TRIM 5/4"x6 SIDE TRIM 5/4"x6 BOTTOM TRIM TYP WINDOW TRIM AT HARDI—LAP SIDI sGALE, 1/2", V-011 GALVALUME METAL ROOF (TYPICAL) FIN FLOOR - - N FIN GRADE 3/4"x4" FOAM TRIM W/ STUCCO FINISH 3/4"x4" FOAM TRIM W/ STUCCO FINISH 3/4"x4" FOAM TRIM W/ STUCCO FINISH (BEVEL SILL FOR RUN-OFF) TYP WINDOW TRIM AT STUCCO FINISH SCALE- 1/211 = V-0 12 12 1 STUCCO FINISH (TYP) 10'-1" fE HT BERMUDA SHUTTER (TYPICAL) 0 FIN FLOOR - OF HOUSE N FIN GRADE PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. w O 00 �w�I N~ a a U a Q J W V X W owoowx Uawwpww 41w--aWF_ FFOOaF, awaaol-0 zw UOZ I� aala� 0�woo _ U)~m�on N Lwilwi U' z u lLN zw»�-�] $w��Zww wXww20z ao as fn) -==?-X U wwUvwm- u (� 1_ tnNMa aN00-00 F, Uiwo a 0 I I W. W z N N r N 101 U SJQM� n p 5 U`n o� D XV) _V) a Q w O N U) 'n N CID W N U- o U— co N } m O *11 o Q �o 0 M i O� a M a J pQ" 0 Lu Lu � W Q J U U mW Um a N t U mz�� 0 — oQ'oF,D Q UJ ornajr IJi�NOOiL_ W w z F-- cr) C7 r 0 N Q_ M J — W IL p c O U a� a c J ca W - O Y � m Q U • Z _ Q p Z � W M M JQ t� Lf') Q W U) N U w 06 a: U -1 0) w m rn C7 � Z U- Q 0 W U w Uz z w0 pU to _ wU LL_ m c Q LU o N N \ 5� L W w > = LLJ F- I N M II N W M N c 3 ° U) v ° 0 Plan #: K1588 Job #: 17-1025 ■ a'-1" fE HT FIN FLOOR N - - - FIN GRADE 12 }BOOL 15ATH 2x FRAMED WALLS (TYP) I II I I�-�I I I� � �I I I� � it l li i it l l� � 1111111111 6" CONC BLOCK -I = FOUNDATION WALL=_ I- ON CONC FTG PER -I STRUCTURAL 1 AF-1 ENG'S DETAILS ,TYPICAL) fE HTC//�� ENG BEAM BOXED TO MATCH WIDTH OF COLUMN = 811xQ It COLUMN P.T. WOOD GUARDRAIL � FIN FLOOR -' 10'-1" fE HT_ 10"x10" FRAMED COLUMN W/ STUCCO FINISH (TYPICAL) PAVERS OVER SAND AT POOL DECK FIN FLOOR ENG ROOF TRUSSES PER MANUFACTURER (TYPICAL) ----\ ENCS ROOF TRUSSES PER MANUFACTURER (TYPICAL) -\ II 71 LOFT 20" ENG FLOOR TRUSSES PER MANUFACTURER IIS .II IV KITCHEN I� 1 00 00 iz iz �p Q� �IQ 12 DECORATIVE FALSE 4x8 BEAM (TYP) m� LIVING i 4" CONC SLAB PER STRUCTURAL ENG'S DETIIIIAILS DECORATIVE FALSE 6x12 BEAM 12 2x8 VAULTED CEILING JOISTS PER ENG'S DETAILS V -I" IE HT 2x FRAMED WALLS (TYP) 12 STEPPED CEILING iv 1�IFF OWNERS SUITE _=1 I-1 I I-1 I-1 11=1 I I III III=1 I I—III—III—III ,III=III III—� I—III—III—I I—III=1 -1 I I; I 1=1 I—III—III—III—I 1=1 I —I INTERIOR BEARING -i I—III I I 1=1 11=1 I I—III—I 1I- -1 1-1 11-1 1 11 i I— —III—I 11 11 I ;III I IFOOTINGS DETAILS I_, I I I i I I I, 11-1 1' 5UILDING 5ECTION K`T SCALE: 1/4" = 1'-0" 12 — - - -T-� 12 IIr ATTIC (UNFINISHED) (SIZE TO BE DETERMINED BY TRUSS MANUFACTURER) PROVIDE DECKING C O V I U 4 BATH 04 SALCONY } I, SLOPE FOR DRAINAGE 00 WALLS MED P) r LIVING ATTIC OmL) Owx UawwOWw (UNFINISHED) 2x12 P.T. DECK (SIZE TO BE 8"d FRAMED DETERMINED BY 20" ENG FLOOR TRUSS MANUFACTURER) wwOC)wa- m BEAM TO CEIL PROVIDE I HVAC I DECKING I 1 I +7 I I �IQ 12 DECORATIVE FALSE 4x8 BEAM (TYP) m� LIVING i 4" CONC SLAB PER STRUCTURAL ENG'S DETIIIIAILS DECORATIVE FALSE 6x12 BEAM 12 2x8 VAULTED CEILING JOISTS PER ENG'S DETAILS V -I" IE HT 2x FRAMED WALLS (TYP) 12 STEPPED CEILING iv 1�IFF OWNERS SUITE _=1 I-1 I I-1 I-1 11=1 I I III III=1 I I—III—III—III ,III=III III—� I—III—III—I I—III=1 -1 I I; I 1=1 I—III—III—III—I 1=1 I —I INTERIOR BEARING -i I—III I I 1=1 11=1 I I—III—I 1I- -1 1-1 11-1 1 11 i I— —III—I 11 11 I ;III I IFOOTINGS DETAILS I_, I I I i I I I, 11-1 1' 5UILDING 5ECTION K`T SCALE: 1/4" = 1'-0" 12 — - - -T-� 12 IIr ATTIC (UNFINISHED) (SIZE TO BE DETERMINED BY TRUSS MANUFACTURER) PROVIDE DECKING C O V I U 4 BATH 04 SALCONY } I, SLOPE FOR DRAINAGE 00 WALLS MED P) r LIVING zJ W U U Q OmL) Owx UawwOWw ww--owF_ CL 2x12 P.T. DECK zmz n QQWWw00 8"d FRAMED 01111 co 20" ENG FLOOR JOISTS GRIPPED wwOC)wa- m BEAM TO CEIL -' TRUSSES PER FOR SLOPE) Ucn-old (BTTM 0 MANUFACTURER — zNcn�V) W-ro" AFF) UQoow < 514Ci< S < a 5 o (SEE 4/,433) U N 0 O 0 OF = to 0 FOYER I C , W N n � 0 o O SLOPE FOR LL (o N co DRAINAGE p Q 00 M O 0 M OV , 4" CONC SLAB it 11 It 11 L PER STRUCTURAL JU U mQ H W Q 2 LL)Q = U Lu � W W ENG'S DETAILS PAVERS OVER X U Q aa�"� o GONG SLAB 00 F- III=III=1-111—III1=11 I I I—I I I— 1 I I I I 1_ 111 IIIEEI I E I—_III=III—III—III—III-1 8" CONC BLOCK -III—1=1 11=1 1 1 1 1 1 I—III=III=III=III=I 1=III=III=1=1 1 =III—III—I I—II I—I I—I I—IIIIII—III—III—I III—III—III III 1 1=1 I I_I I I III—III—I —III—III III—III=III—III— —III FOUNDATION III WALL —III=1 I —II1=1 I Ed II-1I=III-111— U)ry) III—III—III III—III—II III—III— ON CONC FTG PER -1-I 1=1 i i- a c O J t4 Lu Y _ —III III -III—III—= STRUCTURAL p cc: O -III—III i—III ENG'S DETAILS C) co p a � CL (�. u) W (TYPICAL)I U "**� Lu rn 5UILDI NG SECTION 2 SCALE: 1/4" = 1'-0" a ,45,1 0 FRONT FORCH 2x8 P.T. DECK JSTS PER ENG'S DETAILS -N NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDINGS OFFICIALS TO MEET COMPLIANCE. ENG ROOF TRUSSES PER MANUFACTURER (TYPICAL) 10'-I" fE HT - - FIN FLOOR - T1""�i•Tr1TFIN GRADE BUILT-IN WINDOW SEAT PER BUILDER ENG ROOF TRUSSES PER MANUFACTURER (TYPICAL) 10"d FRAMED ARCH W/ STUCCO FINISH (TYP) P.T. WOOD GUARD RAIL NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 26" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. LL o d�0 U mw zJ W U U Q OmL) Owx UawwOWw ww--owF_ CL 0 uti a ao? zmz n QQWWw00 O N~LL U- N OzL- N z W 0 0 oo m 2 IXaNN>-Ua- a �mww20z a0 wwOC)wa- m O O N 0 M a Q oO M r- Ucn-old qk Lu zNcn�V) UQoow < S < a 5 o U N 0 O 0 OF = to 0 Q w a C O N 1.0 N 1.O I W N n u_ o O LL (o N co o a N p Q 00 M O 0 M OV , 0 Q 0 d J o F U L W JU U mQ H W Q 2 LL)Q = U Lu � W W U_ X U Q aa�"� o 00 F- 12 1i�V)rnu- W W �--- z M (4) r- O 0N< M U)ry) J1= LU W o � U U �o Q� a c O J t4 Lu Y } Q z cf)m p cc: O 0 (n Z C) co p a � CL Lr) – 0 N u) W U) U) N v U LU _j 06 rn Lu rn Z � a 0 W U — F- w z Uz 0 z w0 C) C) VJ wU cr Q r n W J 00 -J U_ G Lu z Q C Q j r cV II CV m N - O 3 0 o c% 0 p Plan #: K1588 Job #: 17-1025 4:4111 11MIALVA A5m NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. ;10" FP _UMN L _CO F P.T. T "x4 P.1 P.T. Sf O.G. 'x4 P.1 SE CT I Oil P.T. WOOr... SCALE: 3/4" = 1'-0" 1x6 T4G DECKING OVER PLYWOOD SHEATHING 2x8 DECORATIVE EXPOSED RAFTER a 24" O.G. 12 7 1 ELEVATION ARDRAIL DETAI 11 ►��1 ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING HURRICANE CONNECTOR AT EACH MEMBER PER END'S DETAILS 2'-4" 2'-4" OVER -HANG 811/2" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER 5/4"x231/4" FURRING 45' CUT AT END 1x6 T4G DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS (RIP FOR Ix6 T4G) 2x BLOCKING/BIRD-STOP 2x6 FRIEZE ENG BEAM BOXED TO 10" WIDE ( WRAP W/ PLYWOOD SHEATHING) STUCCO FINISH OVER METAL LATHE 2x6 FRAMED COLUMN PLYWOOD SHEATHING ALL SIDES STUCCO FINISH OVER METAL LATHE 'xWEEP 2x10 FRIEZE ' SLOPE FOR MAILER FIN FLOOR (2) 2x6 TOP fE W/ HOUSE -WRAP DECORATIVE FOAM 4" CONIC SLAB TRIM (SEE PROFILE) HOLD TRIM DOWN TO " (VERIFY THICKNESS) ALLOW STUCCO ON END'S DETAILS BOTTOM OF BEAM TO CLEAR ABOVE ".. . 111 10"x10" FRAMED FINISHED COLUMN W/ ;... W/ STUCCO FINISH STUCCO FINISH FIN FLOOR 41/411 10'-1" 4 GONG SLAB fE HT OF HOUSE 1011 11 ►��1 ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING HURRICANE CONNECTOR AT EACH MEMBER PER END'S DETAILS 2'-4" 2'-4" OVER -HANG 811/2" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER 5/4"x231/4" FURRING 45' CUT AT END 1x6 T4G DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS (RIP FOR Ix6 T4G) 2x BLOCKING/BIRD-STOP 2x6 FRIEZE ENG BEAM BOXED TO 10" WIDE ( WRAP W/ PLYWOOD SHEATHING) STUCCO FINISH OVER METAL LATHE 2x6 FRAMED COLUMN PLYWOOD SHEATHING ALL SIDES STUCCO FINISH OVER METAL LATHE PAVILION SECTION SCALE: 3/4" = 1'-0I" '3- 14(0.1 fE 1 GALVALUME METAL ROOF PEEL 4 STICK UNDERLA`1'MENT ROOF SHEATHING ENG ROOF TRUSSES PER TRUSS MANUFACTURER — HURRICANE CONNECTOR AT EACH MEMBER PER END'S DETAILS SPRAY FOAM INSULATION 811/2" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) •1" 4T m (2) 2x6 TOP fE 1/2" G.W.B. (WALLS 4 CEIL) ENG BEAM 2x4'5,s 16" O.G. (SOFFIT FRAMING) — HEADER FRAMING PER END'S DETAILS WINDOW UNIT PER MANUFACTURER'S SPECS INTERIOR TRIM TO BE SELECTED 3/4" AC PLYWOOD SEAT — SOLID BULLNOSE _\ 2x6 STUDS (SPACING PER END'S DETAILS) R -Ig INSULATION 2x6 BOTTOM fE \ BASE TRIM TO BE SELECTED — 3/4" T4G PLYWOOD FLOORING (K (L' ====== (L + 20" ENG FLOOR 0 N 4 TRUSSES PER Z u MANUFACTURER LU �QCIA rL ACOUSTIC INSULATION (2) 2x6 TOP fE 1/2" G.W.B. 10'-1" (WALLS 4 CEILING) 1/E HT 1'-V" 2x8 NAILER (CONNECTORS PER END'S DETAILS) HURRICANE CONNECTOR AT EACH MEMBER PER ENG': DETAILS 1'-8" GABLE OVER -HANG GALV EAVE DRIP IN ROOF GEMENT a W/ PEEL 4 STICK LAPPED OVER 1x2 FURRING 2x8 FASCIA 1x6 T4G DECKING 2x8 LOOKOUT • 24" O.G. (RIPPED FOR 1x(o T4G) 2x BLOCKING/BIRE) -STOP 2x6 FRIEZE HARDI-LAP SIDING HOUSE - W RAP WALL SHEATHING 2x6 BALLOON FRAMED STUDS 6 16" O.C. GALV FLASHING W/ HOUSE -WRAP LAPPED OVER 5/4"x6 TRIM 5/4"x6 TRIM HARDI-LAP SIDING If GALV FLASHING W/ HOUSE -WRAP LAPPED OVER GALV COUNTER FLASHING OVER PEEL 4 STICK 12 - 3 1x6 T4G DECKING OVER PLYWOOD SHEATHING 2x6 TRIM STUCCO FINISH OVER METAL LATHE WINDOW SEAT / GABLE SECTION SCALE: 3/4" = PTO" 10'-1" fE HT Q0 N �t CN 2x6 STUDS (SPACING PER END'S DETAILS) OPTIONAL R -1g INSULATION 2x6 P.T. SOLE fE BASE TRIM TO BE SELECTED — 6" CONIC BLOCK FOUNDATION WALL PER END'S DETAILS STUCCO FINISH OVER METAL LATHE HOUSE - WRAP WALL SHEATHING ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING (2) 2x6 TC 11/2" SHEE1 ( WALLS 1 PROVIDE FIRE CAUL< AT ANY CAPS BETWEEN FRIEZE AND BIRD -STOP/ FIRE BLOCfG AT OVER- HANG6 WITHIN S' OF PROPERTY LINE euutF TKU551=5 PER > MANUFACTURER ALUME METAL ROOF 4 STICK SHEATHING CANE CONNECTOR I,CH MEMBER PER DETAILS AVER -HANG 4EEL AT TRUSS 5 MANUFACTURER :RIFY) GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER 5/4"431/4" FURRING 45° CUT AT END 1x6 T4G DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS (RIP FOR lx6 T4G) 2x BIRD -STOP / FIRE BLOCK 2x FRIEZE (CUT TOP TO MATCH ROOF PITCH) FIRE BLOCKING: DETAIL AT OYER -HANGS WITHIN E;ii'OF PROP LINE r4 scnLE: Sia - V-011 A6.1 12 015 (2) 2x6 TOP fE """)1 11/2" SHEETROCK 46.1 (WALLS 4 CEILING) HEADER FRAMING PER END'S DETAILS INTERIOR TRIM TO BE SELECTED 'xWEEP SLOPE FOR WALL SHEATHING FIN FLOOR DRAINAGE W/ HOUSE -WRAP OF HOUSE n 4" CONIC SLAB PAVERS 91 (VERIFY THICKNESS) ; END'S DETAILS 4" GONG SLAB STUCCO FINISH OVER 111 3/4"x6" FOAM TRIM FINISHED 41 ;... W/ STUCCO FINISH FLOOR ___ a_____ FIN FLOOR OVER (BEVEL TOP ---rn--T 4 GONG SLAB FOR RUN-OFF) W/ STUCCO ABOVE SCREED) OF HOUSE PER STRUCTURAL PAVER GROUTED ON END'S DETAILS ° i+ EDGE W/ 2" PROJECTION I-III=1 I I—I � I—I 8" CONIC BLOCK ii STUCCO FINISH OVER FINISHED GRADE ELI 11/ FOUNDATION WALL PER END'S DETAILS =III-IIIIII—IIIIII—III 8" CONC BLOCK i� STUCCO SCREED —i 11/I FOUNDATION WALL - =III II ° FINISHED GRADE 4" MIN PER END'S DETAILS ° °I� VERTICAL RODS -)III II—III_ 4” MIN --11 PER END'S DETAILS a, II• iii-- 4" MIN VERTICAL RODS GONG FOOTING W/ PER END'S DETAILS 11. I _ • — CONIC FOOTING W/ ! _ I—= - _ IIID -III _IIIITIIIIIIIIIllllll- END'S DETAILS ° CONT RODS PER TYf=ICAL GARAGE —III—III =1 I IHd —II�� ° ° III— END'S DETAILS I I=1 11=1 11=1 11=1 11=1 11=1 IIIIIIIIIIIIIIIIIIIIII�IIII—'' PAVILION SECTION SCALE: 3/4" = 1'-0I" '3- 14(0.1 fE 1 GALVALUME METAL ROOF PEEL 4 STICK UNDERLA`1'MENT ROOF SHEATHING ENG ROOF TRUSSES PER TRUSS MANUFACTURER — HURRICANE CONNECTOR AT EACH MEMBER PER END'S DETAILS SPRAY FOAM INSULATION 811/2" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) •1" 4T m (2) 2x6 TOP fE 1/2" G.W.B. (WALLS 4 CEIL) ENG BEAM 2x4'5,s 16" O.G. (SOFFIT FRAMING) — HEADER FRAMING PER END'S DETAILS WINDOW UNIT PER MANUFACTURER'S SPECS INTERIOR TRIM TO BE SELECTED 3/4" AC PLYWOOD SEAT — SOLID BULLNOSE _\ 2x6 STUDS (SPACING PER END'S DETAILS) R -Ig INSULATION 2x6 BOTTOM fE \ BASE TRIM TO BE SELECTED — 3/4" T4G PLYWOOD FLOORING (K (L' ====== (L + 20" ENG FLOOR 0 N 4 TRUSSES PER Z u MANUFACTURER LU �QCIA rL ACOUSTIC INSULATION (2) 2x6 TOP fE 1/2" G.W.B. 10'-1" (WALLS 4 CEILING) 1/E HT 1'-V" 2x8 NAILER (CONNECTORS PER END'S DETAILS) HURRICANE CONNECTOR AT EACH MEMBER PER ENG': DETAILS 1'-8" GABLE OVER -HANG GALV EAVE DRIP IN ROOF GEMENT a W/ PEEL 4 STICK LAPPED OVER 1x2 FURRING 2x8 FASCIA 1x6 T4G DECKING 2x8 LOOKOUT • 24" O.G. (RIPPED FOR 1x(o T4G) 2x BLOCKING/BIRE) -STOP 2x6 FRIEZE HARDI-LAP SIDING HOUSE - W RAP WALL SHEATHING 2x6 BALLOON FRAMED STUDS 6 16" O.C. GALV FLASHING W/ HOUSE -WRAP LAPPED OVER 5/4"x6 TRIM 5/4"x6 TRIM HARDI-LAP SIDING If GALV FLASHING W/ HOUSE -WRAP LAPPED OVER GALV COUNTER FLASHING OVER PEEL 4 STICK 12 - 3 1x6 T4G DECKING OVER PLYWOOD SHEATHING 2x6 TRIM STUCCO FINISH OVER METAL LATHE WINDOW SEAT / GABLE SECTION SCALE: 3/4" = PTO" 10'-1" fE HT Q0 N �t CN 2x6 STUDS (SPACING PER END'S DETAILS) OPTIONAL R -1g INSULATION 2x6 P.T. SOLE fE BASE TRIM TO BE SELECTED — 6" CONIC BLOCK FOUNDATION WALL PER END'S DETAILS STUCCO FINISH OVER METAL LATHE HOUSE - WRAP WALL SHEATHING ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING (2) 2x6 TC 11/2" SHEE1 ( WALLS 1 PROVIDE FIRE CAUL< AT ANY CAPS BETWEEN FRIEZE AND BIRD -STOP/ FIRE BLOCfG AT OVER- HANG6 WITHIN S' OF PROPERTY LINE euutF TKU551=5 PER > MANUFACTURER ALUME METAL ROOF 4 STICK SHEATHING CANE CONNECTOR I,CH MEMBER PER DETAILS AVER -HANG 4EEL AT TRUSS 5 MANUFACTURER :RIFY) GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER 5/4"431/4" FURRING 45° CUT AT END 1x6 T4G DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS (RIP FOR lx6 T4G) 2x BIRD -STOP / FIRE BLOCK 2x FRIEZE (CUT TOP TO MATCH ROOF PITCH) FIRE BLOCKING: DETAIL AT OYER -HANGS WITHIN E;ii'OF PROP LINE r4 scnLE: Sia - V-011 A6.1 12 015 (2) 2x6 TOP fE """)1 11/2" SHEETROCK 46.1 (WALLS 4 CEILING) HEADER FRAMING PER END'S DETAILS INTERIOR TRIM TO BE SELECTED WALL SEC, SCALE: 3/4" = 1'-0" WINDOW UNIT PER MANUFACTURER'S SPECS 10'-1" IE HT � J 2x6 STUDS (SPACING PER END'S DETAILS) R -1g INSULATION ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING HURRICANE CONNECTOR AT EACH MEMBER PER END'S DETAILS 2'-4" 2'-4" OVER -HANG 811/2 " HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) I GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER 5/4"x231/4" FURRING 45 ° CUT AT END 1x6 T4G DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS (RIP FOR Ix(o T4G) 2x BLOCKING/BIRD-STOP 2x6 FRIEZE STUCCO FINISH OVER METAL LATHE 3/4"x4" FOAM TRIM W/ STUCCO FINISH OVER (BEVEL TOP FOR RUN-OFF) 3/4"x4" FOAM TRIM W/ STUCCO FINISH OVER (BEVEL TOP FOR RUN-OFF) STUCCO FINISH OVER METAL LATHE HOUSE - WRAP 2x6 P.T. SOLE fE 'xWEEP SCREED WALL SHEATHING FIN FLOOR W/ HOUSE -WRAP OF HOUSE n 4" CONIC SLAB LAPPED OVER 91 END'S DETAILS II STUCCO FINISH OVER 111 EXPANSION JOINT ° II FINISHED FOUNDATION WALL W/ HOUSE -WRAP FLOOR ___ a_____ a (BUILD-UP TO BE FLUSH ---rn--T 4 GONG SLAB STUCCO FINISH OVER W/ STUCCO ABOVE SCREED) U- PER STRUCTURAL (BUILD-UP TO BE FLUSH END'S DETAILS ° i+ STUCCO SCREED I-III=1 I I—I � I—I 8" CONIC BLOCK ii STUCCO SCREED FINISHED GRADE ELI ° PER END'S DETAILS —i 11/I =rnzrrr—r� II° ° -1I 1=1 1= III—III-I 4" MIN 11„_ ° °I� VERTICAL RODS -)III II—III_ 4” MIN PER END'S DETAILS a, II• ° • to GONG FOOTING W/ ° III ` I CONT RODS R _ I—= - _ IIID -III _IIIITIIIIIIIIIllllll- END'S DETAILS TYf=ICAL GARAGE WALL SEC, SCALE: 3/4" = 1'-0" WINDOW UNIT PER MANUFACTURER'S SPECS 10'-1" IE HT � J 2x6 STUDS (SPACING PER END'S DETAILS) R -1g INSULATION ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING HURRICANE CONNECTOR AT EACH MEMBER PER END'S DETAILS 2'-4" 2'-4" OVER -HANG 811/2 " HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) I GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER 5/4"x231/4" FURRING 45 ° CUT AT END 1x6 T4G DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS (RIP FOR Ix(o T4G) 2x BLOCKING/BIRD-STOP 2x6 FRIEZE STUCCO FINISH OVER METAL LATHE 3/4"x4" FOAM TRIM W/ STUCCO FINISH OVER (BEVEL TOP FOR RUN-OFF) 3/4"x4" FOAM TRIM W/ STUCCO FINISH OVER (BEVEL TOP FOR RUN-OFF) STUCCO FINISH OVER METAL LATHE HOUSE - WRAP 2x6 P.T. SOLE fE WALL SHEATHING BASE TRIM TO BE SELECTED I 4" CONIC SLAB PER STRUCTURAL END'S DETAILS 5< WEEP SCREED FINISHED W/ HOUSE -WRAP FLOOR ___ a_____ a LAPPED OVER ---rn--T II II° STUCCO FINISH OVER —III—III—III —III—III—III—III FOUNDATION WALL (BUILD-UP TO BE FLUSH W/ STUCCO ABOVE SCREED) I-III=1 I I—I � I—I 8" CONIC BLOCK STUCCO SCREED FOUNDATION WALL =) I ELI FINISHED GRADE PER END'S DETAILS —i 11/I 111 I I I A 111_1 11„_ 4” MIN VERTICAL RODS PER END'S DETAILS ° ° " —' i- ° a ° • a ,�(! ___• ° CONIC FOOTING W/ ( CONT RODS PER —I ISI I111 ENG': DETAILS III 11 III=1 I III III I I—III-, II II; III -1 11 1=1 I 1 � -IIIIII-III=1' TYP I CAL I - STORY NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. WALL S� PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING SCALE: 3/4" = 1'-m" ACTAALHEI FINISHED IH SAB01 GRADE TO BE A�.1 DETERMINED ON SITE BY BUILDER PRIOR TO CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. W U CL W z J N= W W J WW U zOF F' (Q Uawwpww t=�ofwa- o w ¢ < p _ o zw 0=)zr, ¢ar,7WWoo DZL- L- cn zW:D=)o F NW��ZWw Xa��> Ud Wawwmoz C v)) ==rte c wwo Uwa- Lwd U) cq I p001 z 00 N p l U En _j - W NSI Z NI tzteaD 5 JQi °0 U o� _U) 0 Q w 0 U— U— O 0 0 Q N M Q op o J W 9_ Q mU a =w 2 Um ¢w1/ U m p' c N a a D �toQ fE HT (2) 2x6 TOP P 1/2" G. W.5. (WALLS 4 CEIL) 2x6 STUDS (SPACING PER ENG'S DETAILS) R-19 INSULATION 2x6 BOTTOM fE BASE TRIM TO BE SELECTED 3/4" T4G PLYWOOD FLOORING 20" ENG FLOOR TRUSSES PER MANUFACTURER ly f.I Op,ulX Owe LL fu - � •zQ 8 � fE HT 1x6 T4G DECKING OVER PLYWOOD SHEATHING 2x6 TRIM HARDI-LAP SIDING HOUSE - WRAP WALL SHEATHING 12 2x6 TRIM 8 (2) 2x6 TOP P_ --- HARDI-LAP SIDING 5/4"x12 TRIM ENG BEAM WRAPPED W/ PLYWOOD SHEATHING — 5/4"x TRIM 1x2 TRIM W/ 1/2"X45' BEVEL OVER 1x4 TRIM 8"x8" COLUMN SLOPE FOR DRAINAGE 1/4" / I'-0" WRAP WATERPROOF VERIFY FLOOR FINISH MEMBRANE (OVER CANT STRIP) WATERPROOF UP WALL (12" MIN) MEMBRANE AND UNDER DOOR PAN GALV FLASHING 3/4" SUB -FLOOR W/ HOUSE -WRAP 2x12 FLOOR JOISTS LAPPED OVER PER ENG'S DETAILS (RIPPED FOR SLOPE) (1/4" / 1'-0") 2x12 P.T. NAILER HURRICANE CONNECTOR AT EACH MEMBER PER ENG'S DETAILS ACOUSTIC INSULATION JOIST HANGER PER ENG'S DETAILS (2) 2x6 TOP fE I` 1x6 T4G DECKING 1/2° G W.5 OVER PLYWOOD 2x6 TRIM (WALLS 4 CEILING) - SHEATHING (2) 2x6 TOP fE 2x6 TRIM DECORATIVE FOAM TRIM (SEE PROFILE) HOLD TRIM DOWN TO ALLOW STUCCO ON BOTTOM OF BEAM TO CLEAR ABOVE 10"x10" FRAMED COLUMN W/ STUCCO FINISH 41/411ILVLL - . 101 N I'. 3/41' 21/2 "1 1 I i 1 FOAM TRIM a PROFILE 2x6 STUDS (SPACING STUCCO FINISH PER BUILDING CODE) OVER METAL LATHE R-19 INSULATION HOUSE -WRAP 2x6 P.T. SOLE 1E WALL SHEATHING ' WEEP SCREED SLOPE FOR BASE TRIM TO BE SELECTED W/ HOUSE -WRAP DRAINAGE LAPPED OVER I; 4" CONC SLAB W/ PAVERS 6x6 10/10 W.W1 f. (VERIFY THICKNESS) ON 6 MIL VISQUENE 2x8 P.T.NAILER OVER CLEAN, WELL 4" GONG SLAB COMPACTED, TERMITE TREATED FILL ti 411 41 4 4 ° ° a III—III=1 I I=1 I I=1 I I—III=1 i l� l l l IIII —I I IIIIIIIIII—III l i 'III• . IIII=III=III= 11 I IIII—III—III— —III -1 I I I—, —I VIII 11- I I=III—III —(IIEd I I— III=1 I I—I � GONG FTG W/ RODS —I I CONT PER ENG'S DETAILS III I I I ' ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING HURRICANE CONNECTOR AT EACH MEMBER PER ENG'S DETAILS 2'-4" 2'-4" OVER -HANG 81/2" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) I GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER 5/4"x23/4" FURRING 45' CUT AT END 1x6 T4G DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS (RIP FOR 1x(o T4G) 2x BLOCKING/BIRD-STOP 2x6 FRIEZE HARDI-LAP SIDING 5/4"x12 TRIM 6x6 P.T. POST 1/2" PLYWOOD WRAP/SHIM (ALL SIDES) Ix TRIM WRAP 1x2 TRIM 2x6 P.T. TOP RAIL 5/4"x4 P.T. BOTH SIDES 5/4"x TRIM WRAP OVER 1/2" PLYWOOD WRAP/SHIM 2x2 P.T. BALUSTER a 5" O.G. 5/4"x4 P.T. BOTH SIDES Ix6 BASE TRIM GALV EAVE DRIP W/ PEEL 4 STICK LAPPED OVER 1x2 TRIM 1x10 TRIM OVER 2x P.T. NAILER 5/4"x6 TRIM ENG BEAM BOXED TO 10" WIDE (WRAP W/ PLYWOOD SHEATHING) STUCCO FINISH OVER METAL LATHE 2x6 FRAMED CO -J' 'N rR--rr1=r 7r— 7- � —III—III—III=1 II ° 4 III—_III—III=1 � I - 8n BL - OCK GONG � I—III—I I I1 ' FOUNDATION WALL W/ STUCCO FINISH `~ W/ CELLS FILLED SOLIDI— ° VERTICAL RODS it l I II II I ii I I—I I — ° III — PER ENG'S DETAILS 114 II=III=III —III III illlllllll° III I p a III= III —III ° °°11 ° a .Q ° OIL -.° I I I -III-- =1 ° a II= —° ---III. I—III—III=1—I 1— 1 1 11 f 11 11=1 1 11 I r 41 4 4 ° ° a III—III=1 I I=1 I I=1 I I—III=1 i l� l l l IIII —I I IIIIIIIIII—III l i 'III• . IIII=III=III= 11 I IIII—III—III— —III -1 I I I—, —I VIII 11- I I=III—III —(IIEd I I— III=1 I I—I � GONG FTG W/ RODS —I I CONT PER ENG'S DETAILS III I I I ' ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING HURRICANE CONNECTOR AT EACH MEMBER PER ENG'S DETAILS 2'-4" 2'-4" OVER -HANG 81/2" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) I GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER 5/4"x23/4" FURRING 45' CUT AT END 1x6 T4G DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS (RIP FOR 1x(o T4G) 2x BLOCKING/BIRD-STOP 2x6 FRIEZE HARDI-LAP SIDING 5/4"x12 TRIM 6x6 P.T. POST 1/2" PLYWOOD WRAP/SHIM (ALL SIDES) Ix TRIM WRAP 1x2 TRIM 2x6 P.T. TOP RAIL 5/4"x4 P.T. BOTH SIDES 5/4"x TRIM WRAP OVER 1/2" PLYWOOD WRAP/SHIM 2x2 P.T. BALUSTER a 5" O.G. 5/4"x4 P.T. BOTH SIDES Ix6 BASE TRIM GALV EAVE DRIP W/ PEEL 4 STICK LAPPED OVER 1x2 TRIM 1x10 TRIM OVER 2x P.T. NAILER 5/4"x6 TRIM ENG BEAM BOXED TO 10" WIDE (WRAP W/ PLYWOOD SHEATHING) STUCCO FINISH OVER METAL LATHE 2x6 FRAMED CO -J' 'N — PLYWOOD SHEATHIW_z ALL SIDES STUCCO FINISH OVER METAL LATHE 3/4"x6" FOAM TRIM 3/4"x6" FOAM TRIM W/ STUCCO FINISH OVER (BEVEL TOP FOR RUN-OFF) SLOPE FOR DRAINAGE W/ STUCCO FINISH 6x6 10/10 W.W.M. POOL DECK DRAIN PAVERS OVER SAND AT POOL DECK ° < , ° ° : `1.T�T —1 I I=1 I I=1 I I=III—III=1 I I=III1 I I� °III=III III=1 I I=1 I I=III �IIII � �� III III III—III—III III III—III n III—III III III VIII 8" co1vC BLocK I I ;III—I ° III—III III—III—III—I ('- FOUNDATION WALL -III III, °11 IIIIII — III—III PER ENG'S DETAILS III—III III—III—I 1=1 1 11 11=1 I° I; I I 1=1 I I III -1 I (- 11111 I I I 1( - VERTICAL RODS PER ENG'S DETAILSa 0 lie °, CONC FOOTING W/ -III—III—III ° ' III= CONT RODS PER =III E I` -I -- 1=1 ENG's DETAILS ;III=III=III=III=III—III—III III— , 5AC:K PORCH /COVERED BALCONY SECTION / 2 SCALE: Sia - V -0 A62 (2) 2x6 TOP IE 1/2" G.W.B. (WALLS 4 CEIL) — HEADER FRAMING PER ENG'S DETAILS INTERIOR TRIM TO BE SELECTED 1 WINDOW UNIT PER 9'-111 MANUFACTURER'S iE HT SPECS 2x6 STUDS (SPACING PER END'S DETAILS) R-19 INSULATION 2x6 BOTTOM f2 BASE TRIM t0 BE SELECTED 3/4" T4G PLYWOOD FLOORING 20" ENG FLOOR TRUSSES PER MANUFACTURER O� /� wCLU - �4 CIA 8 F ACOUSTIC INSULATION (2) 2x6 TOP fE — 1/2" G.W.B. (WALLS 4 CEILING) 10' IE HT F0 2x6 STUDS (SPACING PER BUILDING CODE) R-19 INSULATION 2x6 P.T. SOLE fE BASE TRIM TO BE SELECTED ENG ROOF TRUSSES PER TRUSS MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING HURRICANE CONNECTOR AT EACH MEMBER PER ENG'S DETAILS V-4" 2'-4" OVER -HANG 81/2" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) I GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER ""I_5/4"43/4" FURRING 45' CUT AT END 1x6 T4G DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS (RIP FOR Ix6 T4G) 2x BLOCKING/BIRD-STOP 2x6 FRIEZE GALV FLASHING W/ HOUSE- WRAP LAPPED OVER 5/4"x6 TRIM — 5/4"x6 TRIM HARDI-LAP SIDING HOUSE - WRAP WALL SHEATHING GALV FLASHING W/ HOUSE- WRAP LAPPED OVER GALV COUNTER FLASHING OVER PEEL 4 STICK 1x6 T4G DECKING OVER PLYWOOD SHEATHING 2x6 TRIM STUCCO FINISH OVER METAL LATHE HOUSE - WRAP WALL SHEATHING WEEP SCREED W/ HOUSE -WRAP LAPPED OVER 2x6 TRIM STUCCO FINISH OVER METAL LATHE z 0 STUCCO ARCH 4 DECORATIVE FOAM TRIM (SEE PROFILE) 10"x10" FRAMED COLUMN W/ STUCCO FINISH tuN 41/411 Q N 3/4 i 21/2 u 1 0 FOAM TRIM PROF I LE 2'-4" MM Z NOTE: ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY WITH LOCAL BUILDING CODES, CONTINUOUS CODE CHANGES MAY REQUIRE ADDITIONAL DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET CODE COMPLIANCE. POSSESSION OF THESE PLANS ACKNOWLEDGES THAT THE PURCHASER HAS BEEN INFORMED OF THIS INFORMATION AND ASSUMES THE RESPONSIBILITY TO PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. ENG ROOF TRUSSES PER MANUFACTURER GALVALUME METAL ROOF PEEL 4 STICK ROOF SHEATHING HURRICANE ANCHOR AT EACH MEMBER PER ENG'S DETAILS 2'-4" OVER -HANG 81/2" HEEL AT TRUSS (TRUSS MANUFACTURER TO VERIFY) GALV EAVE DRIP IN ROOF CEMENT W/ PEEL 4 STICK LAPPED OVER 5/4"43/4" FURRING 45' CUT AT END 1x6 T4G DECKING 2x8 RAFTER TAIL SCABBED TO EACH TRUSS (RIP FOR Ix6 T4G) 2x BLOCKING/BIRD-STOP 2x6 FRIEZE ENG BEAM BOXED TO 10" WIDE (WRAP W/ PLYWOOD SHEATHING) STUCCO FINISH OVER METAL LATHE 2x6 FRAMED COLUMN PLYWOOD SHEATHING ALL SIDES STUCCO FINISH OVER METAL LATHE 1 I IIII—III—I I iIII—III-I 111= III—III—I —III—III= (—III VERTICAL RODS PER ENG'S DETAILS -IIIIIIIIIIII—III—III= - ' FRONT FORCH SECTION ri SGALE: 3/4" = 1'-011 46e2 NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR t0 CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. 0 FO W U U w ¢ W = U It 0 X 0 0 ir X¢ Udwwpww Ww==OWF- F w zOf w<<0�- z n ¢¢W Ww0O Fn 0 V) Gi lei m � (n N zw»~gym �- �W�Fzow 2 X a N> U a 0 W J J¢ m wmwwmoz ao ¢¢ cnr==>-w 0 irWWUUwd- �� cwt W ,0 0 n ¢ z CO 00 U In-01qh w ZNNI\N ¢= O w Ir SaQr�� a 0 5 U0 V, 0V) _ (n 0 Q w O N C to N co I W N LL o CIDN m 0 O Q M O 0 � ¢ M > M X a a J � W U Lu W °C Q m< H- U m ¢ N Lu U m 1= C14 z�X U oaD-cn Q wr ¢�� (nCc Cc W w 004 z a) (3 r 0 Q _ cy) U) J E Lu u. 0 U ° ¢ U o Q a c J cu W � } Q 0 m Z M ~ cr O Q U) Z > w 0) D M cr mi Q ° 0 L9 a — ccN W(%1 (n N W U w _j o 06 cc ujrn w rn rn Z U- Q CEW U m� ui Uz z� W 0 pU V 1 y wU Q r n W vJ, m 2 UJ z 1 O Q _I II N N - e- O � ai ai C D U 3 U) 0 Plan #: K1588 Job #: 17-1025 0 111 DIAM 341 ■ 3/4"x6" FOAM TRIM 4" GONG SLAB W/ W/ STUCCO FINISH 6x6 10/10 W.W.M. OVER (BEVEL TOP ON 6 MIL VISQUENE FOR RUN-OFF) OVER CLEAN, WELL 2x8 P.T. NAILER TREX DECKING COMPACTED, TERMITE Ix2 TRIM TREATED FILL 411 CONNECTOR PER ENG'S DETAILS Ix10 CONT BAND OVER 2x8 P.T. NAILER c-- ° STUCCO FINISH OVER -- r- 71=TIT=7 I I I� I t EXPOSED BLOCK FIF E1111� ~ 2x8 P.T. DECK JOISTS —IIIIIIIII=III PER ENG'S DETAILS STUCCO SCREED 1=III�III=111 it ° II 8" CONIC BLOCK III III=1 I JOIST HANGER p° FINISHED GRADE FOUNDATION WALL PER ENG'S DETAILS 2x8 F.T. fE W/ CELLS FILLED SOLID VERTICAL RODS II 1=1 11 n° PER ENG'S DETAILS 11 I I I—II I III—III—I — I—III=1 —III I I-1 I I-1 I I I; I I I I I; ,,III, ;,III—III—III—III—III—IIIIIIIII—III—III -1 III1 I—III—III—III—III III—III 1, III—I Ila I—(III I I_I I I—III—III III—III III—III—I I— °11 ° 11 e e GONG FTG w/ RODS 11 I-11 I—III—(I I I I_I I 1=1 I 91 I I I_I I_I —III— _ I ° .�.° CONT PER ENG S DETAILS 1 1 —111 1 1 II —III e °,a d °—III- I=1 =1 ' 8 CONIC BLOCK b a° ° III= 1= --- = FOUNDATION WALL -1111 ° e • I1 a ��_� a ° GONG FTG W/ RODS tt! I- W/ CELLS FILLED SOLID e —I! CONI PER ENG'S DETAILS 1 I IIII—III—I I iIII—III-I 111= III—III—I —III—III= (—III VERTICAL RODS PER ENG'S DETAILS -IIIIIIIIIIII—III—III= - ' FRONT FORCH SECTION ri SGALE: 3/4" = 1'-011 46e2 NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING REQUIREMENTS. SEE ATTACHED ENGINEERING SPECS FOR ACTUAL COMPONENTS TO BE USED. PLANS ARE DRAWN BASED ON FINISHED FLOOR OF HOUSE BEING 28" ABOVE FINISHED GRADE. ACTUAL HEIGHT ABOVE GRADE TO BE DETERMINED ON SITE BY BUILDER PRIOR t0 CONSTRUCTION. FIELD ADJUST PLANS AS NECESSARY. 0 FO W U U w ¢ W = U It 0 X 0 0 ir X¢ Udwwpww Ww==OWF- F w zOf w<<0�- z n ¢¢W Ww0O Fn 0 V) Gi lei m � (n N zw»~gym �- �W�Fzow 2 X a N> U a 0 W J J¢ m wmwwmoz ao ¢¢ cnr==>-w 0 irWWUUwd- �� cwt W ,0 0 n ¢ z CO 00 U In-01qh w ZNNI\N ¢= O w Ir SaQr�� a 0 5 U0 V, 0V) _ (n 0 Q w O N C to N co I W N LL o CIDN m 0 O Q M O 0 � ¢ M > M X a a J � W U Lu W °C Q m< H- U m ¢ N Lu U m 1= C14 z�X U oaD-cn Q wr ¢�� (nCc Cc W w 004 z a) (3 r 0 Q _ cy) U) J E Lu u. 0 U ° ¢ U o Q a c J cu W � } Q 0 m Z M ~ cr O Q U) Z > w 0) D M cr mi Q ° 0 L9 a — ccN W(%1 (n N W U w _j o 06 cc ujrn w rn rn Z U- Q CEW U m� ui Uz z� W 0 pU V 1 y wU Q r n W vJ, m 2 UJ z 1 O Q _I II N N - e- O � ai ai C D U 3 U) 0 Plan #: K1588 Job #: 17-1025 0 111 DIAM 341 ■ WINDOW INSTALLATION C1" (ETHOD A-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A STEPS (I)IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL 4 WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. O APPLY SILL FLASHING O APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE t SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 812' O APPLY JAMB FLASHING APPLY BEAD OF SEALANT AT HEAD (!)APPLY HEAD FLA5HING ®REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. SEALANT JAMB FLASHING— EXTEND JAMB FLASHING To OVERLAP SILL FLASHING. EXTEND JAMB FLASHING SY2" ABOVE ROUGH OPENING AT HEAD, SEALANT BEAD BEHIND MOUNTING FLANGE. SEAL THE WINDOW FRAME TO C OPENING. APPLY A %" NOM. DIA. TO THE BACKSIDE C INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY PRE -PUNCHED HOLES OR SLOTS. JAMB FLASHING APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WINDOW. EXTEND SEALANT AT JAMBS 8 Y," ABOVE THE R.O. AT HEAD, EMBED JAM15 _ FLASHING INTO SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). THROUGH WINDOW JAMB FL ASHING� SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. SECURE WRB AT HEAD FLASHING AT HEAD O OEXTENDSBEYOND S JAMB FLASHING I OO HEAD FLASHING \ EMBED BOTTOM OF THE \ HEAD FLASHING AGAINST \ THE PREVIOUSLY APPLIED \ SEALANT (FLASHING GOES OVER SEALANT). EXTEND \ / HEAD FLASHING BEYOND \ / EACH JAMB FLASHING. / FASTEN IN PLACE. FA TUCK TOP OF JAMB FLASHING \ I Ji SEALANT UNDER THE FLAP \ / OF WRB AT THE \ / HEAD. 5HE DIAGRAM.^, I • SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, OO� I PLUMB, AND LEVEL CONDITION. USE CORROSION WNPER DOW MANUFACTURER SPECIFICATIONS. 13• 9� II I a I I WEATHER RESISTANT BARRIER (WRB) x AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE / TOP EDGE OF THE BARRIER UP AND TAPE THE TOP PGOE S SURFACE AABNOVE ENTER TO THE EXTERIOR INTERIOR VIEUJ TOP LEFT CORNER OF WINDOW DOOR FLASHING INSTALLATION WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE DOOR INSTALLATION. STEPS (I)IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL < WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. O2 CUT WEATHER BARRIER AND FOLD IN AND AROUND DOOR JAMB O INSTALL DOOR PER MANUFACTURER'S INSTRUCTIONS ® APPLY JAMB FLASHING Q APPLY HEAD FLASHING FLASHING AT HEAD 4„ EXTENDS I" MIN BEYOND 1/4" O® JAMB FLASHING. 5 Ia O5 HEAD FLASHING IN APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING O DOOR FRAME 1/4" 4" EXTEND SELF ADHERING MEMBRANE FLASHING I" MIN BEYOND JAMB FLASHING 1/4" ® JAMB FLASHING APPLY 4" WIDE SELF ADHERING MEMBRANE FLASHING, OVERLAPPING DOOR FRAME 1/4" O3 INSTALL DOOR i THRESHOLD INSTALL DOOR PLUMB, LEVEL AND SQUARE PER MANUFACTURER'S WRITTEN INSTRUCTIONS `.zr.. SET THRESHOLD IN BED OF SEALANT ® APPLY SEALANT AT O COMERS AND FRONT EDGE OF THRESHOLD �5• g"� II � WEATHER RESISTANT '" II BARRIER IWRB) AT A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAI5E THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR / URB SURFACE ABOVE. / Y O CUT WEATHER BARRIER AND FOLD I/ IN AND AROUND DOOR JAMB OPTIONAL - PROVIDE LEAD VENT BOOT WITH INTEGRAL FLANGE — VENT STACK - SEE BUILDER FOR SIZE t LOCATIONS PRE -FORMED FLEXIBLE BOOT FLASHING W/ INTEGRAL FLANGE SET IN PLASTIC ROOF CEMENT — INSTALL FLANGE OVER / METAL ROOF AT BASE --\ DETAIL: VENT S SCALE: NOT TO SCALE INSTALL METAL ROOF OVER FLANGE AT HEAD GALYALUME METAL ROOF (INSTALLED PER MANUFACTURER'S SPECS) OVER PEEL t STICK OVER PLYWOOD SHEATHING (PER END'S DETAILS) OVER ROOF MEMBERS TACK FLA5HI WALL SHEATHING PER END'S DETAILS STUCCO FINISH ASSEMBLY OVER APPROVED WEATHER BARRIER EXTEND PEEL d STICK ' UP WALL 7 (MINIMUM) 11 LAP STUCCO FINISH ASSEMBLY AND WEATHER BARRIER OVER STUCCO STOP STUCCO STOP GALV COUNTER -FLASHING OVER z I'', EXTENDED PEEL E STICK I I I � I I GALYALUME METAL ROOF OVER PEEL t STICK -- OVER PLYWOOD SHEATHING ` •. (PER END'S DETAILS) OVER ROOF MEMBERS GALV FLASHIi k% OVER PEEL : STICK ROOF CEMENT \ \ \ \ D E TA I L: WA. SCALE: NOT TO SCALE GALV FLAS+-"NC3 OVER PEE_ 4 STICK ROOF CE" E\' A5HING AT STUCCO DETAIL: WALL APPLIED WOO SCGLE: vo' TO SCALE WALL SHEATHING PER ENG'S DETAILS APPLIED WOOD FINISH (SEE ELEVATIONS) OVER APPROVED WEATHER BARRIER EXTEND PEEL < STICK UP WALL 7 (MINIMUM) LAP WEATHER BARRIER OVER FLASHING AND SECURE WITH STARTER STRIP GALV COUNTER -FLASHING OVER EXTENDED PEEL E STICK GALYALUME METAL ROOF OVER PEEL E STICK OVER PLYWOOD SHEATHING (PER END'S DETAILS) OVER ROOF MEMBERS FLASHING AT Gitiiau GALYALUME METAL ROOF (INSTALLED PER MANUFACTURER'S SPECS) OVER PEEL d STICK OVER PLYWOOD SHEATHING (PER END'S DETAILS) ' OVER ROOF MEMBERS pp 24" WIDE METAL VALLEY FLASHING OVER PEEL t STICK ' DETAIL. VA SCALE NOT TO SCALE GALYALUME METAL ROOFING PER MANUFACTURER'S SPECIFICATIONS DETAIL: WA SCALE: NOT TO SCALE Y FLASHI WALL FINISH ASSEMBLY LAP WEATHER BARRIERS OVER NAILING FLANGE z F 5x8 GALV FLASHING KICK -OUT FLASHING (SEE DETAIL) ?q EXTEND KICK -OUT FLASHING 2" BEYOND FASCIA PLYWOOD SHEATHING PER END'S DETAILS PEEL t STICK UNDERLAYMENT GALV EAVE DRIP P.T. 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VAC *1 W/ D I5CONNECT WITCH LOCATED IN ,TT I C OVER GARAGE HVAC NOTES 1 - PROVIDE TWO (2) HVAC UNITS (LOCATED IN ATTIC) 2 - TWO (2) HVAC UNITS ZONE 1: ALL FIRST FLOOR ZONE 2: ALL SECOND FLOOR 3 - VERIFY THERMOSTAT LOCATIONS WITH THE OWNER REV 9/21/2017 PROVIDE LOW VOLTAGE UP -LIGHTING AT GARAGE (VERIFY LOCATION IN FIELD) ELECTRICAL LEGEND PRE W 1 RE 4 BRACE CEILING FAN W/ OPTIONAL LIGHT PRE W I RE 4 BRACE CEILING PAN (NO L IGHT) FLUOR LIGHT CUNDERCAB RIBBON L IGHT ING CEILING EXHAUST FAN/LIGHT FIXTURE ❑Q CEILING EXHAUST FAN RECESSED LIGHT FIXTURE DIRECTIONAL RECESSED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED 4- PENDANT FIXTURE WALL MOUNTED L IG HT FIXTURE DOUBLE FLOOD LIGHTS =1 DATAOUTLET PHONE 4 CABLE) - Q TELEPHONE JACK ++ TELEVISION JACK L.iF-. LOCATE IN FIELD GAS GAS WP GFCI HOSE I --------------- - BIBS ---------------- -- - ` F -1 I \ \ P.C. IN I i i ATTIC—�--11 ii I -- li I i (10'-1" fE HT) L ,L _J HVAC 01 IN ATTIC ELECTRICAL OVER GARAGE GFCI PANEL I / TRANSFER SWITCH TANKLESS GAS WATER HEATER 01 - ® 220V OUTLET C�1: 110V OUTLET }_ 110V OUTLET k'- IN CABINET AWP WEATHER PROTECTED GFCI IIOV OUTLET 110V OUTLET W/ GROUND GFCI FAULT CIRCUIT INTERRUPT =0= GARAGE DOOR OPENER ® FLOOR PLUG EQUIPMENT OUTLET (VERIFY POWER NEEDS) $ SWITCHES $3 3 -WAY SWITCH $D DIMMER SWITCH FDJI DOOR JAMB SWITCH ® SMOKE DETECTOR DISC r-r� D15CONNECT SWITCH Co CARBON MONOXIDE DETECTOR 4 ALARM ECB ELEVATOR GALL BUTTON REV 9/21/2017 GAS PANEL FOR GENERATOR LDLD u �3 WP L3 GFCI r WmmP HOSE DEDICATED GFCI BIBB _ OUTLET REV 9/21/2017 ELECTRICAL NOTES 1 - ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH NFPA 'I- - 2011 NATIONAL ELECTRIC CODE. GENERAL CONTRACTOR TO CONFIRM THAT ALL ELECTRICAL REQUIREMENTS ARE COMPLIED WITH, INCLUDING BUT NOT LIMITED TO: OUTLET SPACING, OUTLET/SWITCH LOCATIONS IN WET AREAS, LOCATIONS OF GFCI OR OTHER PROTECTIVE DEVICES, ETC. 2 - PROVIDE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTION THROUGHOUT, WITH A LISTED AFCI, AS REQUIRED PER 210-12 (A) , (B) 4 (C) AND FBC 83902.12 3 - 100% OF ALL PERMANENT FIXTURES TO USE HIGH -EFFICACY LAMPS PER FBC - ENERGY CONSERVATION 8404 4 - LAYOUT: THIS DRAWING IS DIAGRAMATIC IN NATURE AND SHOULD NOT BE SCALED. ELECTRICAL EQUIPMENT SHOWN IS IN GENERAL LOCATION. GENERAL CONTRACTOR TO PERFORM WALK-THRU OF THE HOUSE WITH THE OWNER PRIOR TO INSTALLATION OF OUTLETS, SWITCHES, FIXTURES, THERMOSTATS, ETC. REV 9/21/2017 5 - SECURITY SYSTEM: REVIEW SECURITY REQUIREMENTS WITH OWNER PRIOR TO START OF WORK. 6 - SMOKE 4 CARSON MONOXIDE DETECTORS: GENERAL CONTRACTOR TO VERIFY THAT DETECTORS ARE PROVIDED AND INSTALLED IN QUANTITIES AND LOCATIONS AS REQUIRED BY CODE. I - COORDINATION: GENERAL CONTRACTOR TO COORDINATE THE WORK OF ALL MECHANICAL AND ELECTRICAL CONTRACTORS TO ENSURE WORK DOES NOT CONFLICT WITH OTHER TRADES. 8 - DATA/PHONE/CABLE: GENERAL CONTRACTOR TO PROVIDE A CENTRAL DATA CONTROL BOX FOR DATA, PHONE, AND CABLE WIRES TO BE RUN. PROVIDE HOME -RUNS TO BOX FOR ALL PHONE AND GABLE WIRES. (SEE DATA COMPANY FOR LAYOUT) 9 - FIXTURE HEIGHTS/WEIGHTS: GENERAL CONTRACTOR TO VERIFY THE WEIGHTS OF ALL HUNG FIXTURES AND PROVIDE BLOCKING AS REQUIRED. FOR EXTREMELY HEAVY ITEMS, CONSULT WITH THE ARCHITECT OR ENGINEER. HEIGHTS OF WALL MOUNTED FIXTURES SHALL BE CONFIRMED WITH THE OWNER PRIOR TO INSTALLATION OF ROUGH BOXES. 10 - PROVIDE WHOLE HOUSE SURGE PROTECTOR AT MAIN PANEL. 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IN ATTICCEIL) ► L JJ ``------ / I \ r I \ r / 1 1 r 1 I 1 I \ \ I \\ 1 I I � / 1 1 1 \ I I WP GFCI i VERIFY HEIGHT I uc / — LOFT U/C REF—'—=� i 09'-1" CEIL) / 1 ' I OPT i� 1 � 1 / Lr I -----------I \ \ OPT \ � I / r 1 \ 1 1 I I 1 r / 5U I TE #3 M I (9'4" CEIL) I D 1 1 I I \ TO LIGHT E SWITCH GFCI / BELOW \ r r \ I \ 1 i li ACTH �3 1 1 I 1 1 I REV 9/21/2017 ---------------� L-------- -- I I --------------- I I I I -------I REV 9/21/2017 L -------------------------------------- SECOND FLOOR ELECTRICAL PLAN HVAC #2 W/ DISCONNECT SW ITCH LOCATED IN ATTIC 5TORAGE ABOVE HVAC NOTES 1 - PROVIDE TWO (2) HVAC UNITS (LOCATED IN ATTIC) 2 - TWO (2) HVAC UNITS ZONE 1: ALL FIRST FLOOR ZONE 2: ALL SECOND FLOOR 3 - VERIFY THERMOSTAT LOCATIONS WITH THE OWNER ELECTRICAL LEGEND PRE W I RE E BRACE CEILING FAN W/ OPTIONAL LIGHT PRE W I RE 4 BRACE CEILING FAN (NO LIGHT) FLUOR LIGHT uc uc __ UNDERCAB RIBBON LIGHTING CEILING EXHAUST FAN/LIGHT FIXTURE CEILING EXHAUST FAN RECESSED LIGHT FIXTURE DIRECTIONAL RECESSED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE CEILING MOUNTED 4- PENDANT FIXTURE WALL MOUNTED LIGHT FIXTURE DOUBLE FLOOD LIGHTS a DATA OUTLET (PHONE 4 CABLE) -< TELEPHONE JACK -H+ TELEVISION JAGK L.IR LOCATE IN FIELD L----------- ---------- ---------------------- ELECTRICAL ELECTRICAL NOTES 1 - ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH NFPA 71- - 2011 NATIONAL ELECTRIC CODE. GENERAL CONTRACTOR TO CONFIRM THAT ALL ELECTRICAL REQUIREMENTS ARE COMPLIED WITH, INCLUDING BUT NOT LIMITED TO: OUTLET SPACING, OUTLET/SWITCH LOCATIONS IN WET AREAS, LOCATIONS OF GFCI OR OTHER PROTECTIVE DEVICES, ETC. 2 - PROVIDE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTION THROUGHOUT, WITH A LISTED AFCI, AS REQUIRED PER 210-12 (A) , (B) 4 (C) AND FBC 83902.12 3 - 1005. OF ALL PERMANENT FIXTURES TO USE HIGH -EFFICACY LAMPS PER FBG - ENERGY CONSERVATION 8404 4 - LAYOUT: THIS DRAWING IS DIAGRAMATIC IN NATURE AND SHOULD NOT BE SCALED. ELECTRICAL EQUIPMENT SHOWN IS IN GENERAL LOCATION. GENERAL CONTRACTOR TO PERFORM WALK-THRU OF THE HOUSE WITH THE OWNER PRIOR TO INSTALLATION OF OUTLETS, SWITCHES, FIXTURES, THERMOSTATS, ETC. ® 220V OUTLET 0-- 110V OUTLET 110V OUTLET IN CABINET ,,�P WEATHER PROTECTED GFCI IIOV OUTLET ()- IIOV OUTLET W/ GROUND GFCI FAULT CIRCUIT INTERRUPT GARAGE DOOR OPENER ® FLOOR PLUG EQUIPMENT OUTLET (VERIFY POWER NEEDS) $ SWITCHES $3 3 -WAY SWITCH $D DIMMER SWITCH DJ DOOR JAMB SWITCH ® SMOKE DETECTOR DISC cfD DISCONNECT SWITCH co CARBON MONOXIDE DETECTOR 4 ALARM ECB ELEVATOR CALL BUTTON 5 - SECURITY SYSTEM: REVIEW SECURITY REQUIREMENTS WITH OWNER PRIOR TO START OF WORK. 6 - SMOKE 4 CARBON MONOXIDE DETECTORS: GENERAL CONTRACTOR TO VERIFY THAT DETECTORS ARE PROVIDED AND INSTALLED IN QUANTITIES AND LOCATIONS AS REQUIRED BY CODE. 7 - COORDINATION: GENERAL CONTRACTOR TO COORDINATE THE WORK OF ALL MECHANICAL AND ELECTRICAL CONTRACTORS TO ENSURE WORK DOES NOT CONFLICT WITH OTHER TRADES. 8 - DATA/PHONE/CABLE: GENERAL CONTRACTOR TO PROVIDE A CENTRAL DATA CONTROL SOX FOR DATA, PHONE, AND CABLE WIRES TO BE RUN. PROVIDE HOME -RUNS TO BOX FOR ALL PHONE AND CABLE WIRES. (SEE DATA COMPANY FOR LAYOUT) 9 - FIXTURE HEIGHTS/WEIGHTS: GENERAL CONTRACTOR TO VERIFY THE WEIGHTS OF ALL HUNG FIXTURES AND PROVIDE BLOCKING AS REQUIRED. FOR EXTREMELY HEAVY ITEMS, CONSULT WITH THE ARCHITECT OR ENGINEER. HEIGHTS OF WALL MOUNTED FIXTURES SHALL BE CONFIRMED WITH THE OWNER PRIOR TO INSTALLATION OF ROUGH BOXES. 10 - PROVIDE WHOLE HOUSE SURGE PROTECTOR AT MAIN PANEL. ---------- ------------- ELECTRICAL ELECTRICAL NOTES 1 - ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH NFPA 71- - 2011 NATIONAL ELECTRIC CODE. GENERAL CONTRACTOR TO CONFIRM THAT ALL ELECTRICAL REQUIREMENTS ARE COMPLIED WITH, INCLUDING BUT NOT LIMITED TO: OUTLET SPACING, OUTLET/SWITCH LOCATIONS IN WET AREAS, LOCATIONS OF GFCI OR OTHER PROTECTIVE DEVICES, ETC. 2 - PROVIDE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTION THROUGHOUT, WITH A LISTED AFCI, AS REQUIRED PER 210-12 (A) , (B) 4 (C) AND FBC 83902.12 3 - 1005. OF ALL PERMANENT FIXTURES TO USE HIGH -EFFICACY LAMPS PER FBG - ENERGY CONSERVATION 8404 4 - LAYOUT: THIS DRAWING IS DIAGRAMATIC IN NATURE AND SHOULD NOT BE SCALED. ELECTRICAL EQUIPMENT SHOWN IS IN GENERAL LOCATION. GENERAL CONTRACTOR TO PERFORM WALK-THRU OF THE HOUSE WITH THE OWNER PRIOR TO INSTALLATION OF OUTLETS, SWITCHES, FIXTURES, THERMOSTATS, ETC. ® 220V OUTLET 0-- 110V OUTLET 110V OUTLET IN CABINET ,,�P WEATHER PROTECTED GFCI IIOV OUTLET ()- IIOV OUTLET W/ GROUND GFCI FAULT CIRCUIT INTERRUPT GARAGE DOOR OPENER ® FLOOR PLUG EQUIPMENT OUTLET (VERIFY POWER NEEDS) $ SWITCHES $3 3 -WAY SWITCH $D DIMMER SWITCH DJ DOOR JAMB SWITCH ® SMOKE DETECTOR DISC cfD DISCONNECT SWITCH co CARBON MONOXIDE DETECTOR 4 ALARM ECB ELEVATOR CALL BUTTON 5 - SECURITY SYSTEM: REVIEW SECURITY REQUIREMENTS WITH OWNER PRIOR TO START OF WORK. 6 - SMOKE 4 CARBON MONOXIDE DETECTORS: GENERAL CONTRACTOR TO VERIFY THAT DETECTORS ARE PROVIDED AND INSTALLED IN QUANTITIES AND LOCATIONS AS REQUIRED BY CODE. 7 - COORDINATION: GENERAL CONTRACTOR TO COORDINATE THE WORK OF ALL MECHANICAL AND ELECTRICAL CONTRACTORS TO ENSURE WORK DOES NOT CONFLICT WITH OTHER TRADES. 8 - DATA/PHONE/CABLE: GENERAL CONTRACTOR TO PROVIDE A CENTRAL DATA CONTROL SOX FOR DATA, PHONE, AND CABLE WIRES TO BE RUN. PROVIDE HOME -RUNS TO BOX FOR ALL PHONE AND CABLE WIRES. (SEE DATA COMPANY FOR LAYOUT) 9 - FIXTURE HEIGHTS/WEIGHTS: GENERAL CONTRACTOR TO VERIFY THE WEIGHTS OF ALL HUNG FIXTURES AND PROVIDE BLOCKING AS REQUIRED. FOR EXTREMELY HEAVY ITEMS, CONSULT WITH THE ARCHITECT OR ENGINEER. HEIGHTS OF WALL MOUNTED FIXTURES SHALL BE CONFIRMED WITH THE OWNER PRIOR TO INSTALLATION OF ROUGH BOXES. 10 - PROVIDE WHOLE HOUSE SURGE PROTECTOR AT MAIN PANEL.