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HomeMy WebLinkAboutWaterstone Lots 5,6,7 & 8 Plans - updated DRAWING INDEX Sheet No. SHEET TITLE 1 .0 COVER SHEET 1 .1 GENERAL NOTES • 2.0 SLAB / PLUMBING PLAN St . Lucie , County 2.1 FLOOR PLAN 2.2 OPT. SHOWER FLOOR & FOUNDATION 3.0 FRONT AND LEFT ELEVATIONS 3.1 REAR AND RIGHT ELEVATIONS 4.0 ROOF PLAN 5.0 BUILDING SECTIONS This item has been digitally signed and sealed by Luis Pablo Torres,P.E.On Signing Date 09/02/2021 using Digital 6.0 WATERPROOFING DETAILS Signature. Printed copies of this document are not considered signed and 6.1 WATERPROOFING DETAILS - SIDING sealed.The signature must be verified on any electronic copies. Engineers S&S is only for the structural portions of the drawings.Any non-structural details or drawing(Electrical, HVAC,waterproofing,Driveway Layout,etc.)are for E1 .0 ELECTRICAL PLAN information only and are not part of the FOR review. FP-1 FIRE RATED WALL DETAILS ; '' No 87864 `p PA-1 PRODUCT APPROVALS STATE OF To the best of the Engineer's knowledge,information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code- Residential 7th Edition.Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing ion Engineer's signature and seal. W Q N 1 — v Y o m 0 In y ac a d LLtoo !A fA 0 to a ¢ O Z � 00-0 O 160 W � � m �r LL W �2C� aa � in e Z N L7 FE7 0 0 0 �0 o � � J Q STRUCTURAL INDEX � N O M N CD OO UNIT 1776 UNIT 1658 UNIT 1509 UNIT 1836 Sheet No. SHEET TITLE +�' LL S0.0 STRUCTURAL NOTES �o o UM S0.1 NOTES AND SCHEDULES �N c VILLAS - ELEVATION A S1 .0 FOUNDATION PLAN t U o y s � � Y 11.0 S2.0 LINTEL PLAN " M �m VI Builder: S3.0 STRUCTURAL PLAN Q Vj M CO S4.0 ROOF FRAMING PLAN � N O QM � L.L D1 FOUNDATION DETAILS w D2 DETAILS AND SECTIONS w N D3 DETAILS AND SECTIONS m Uj IL m z) J ©2021 Keesee and Associates, Inc. 0 C� 0 Conceptual Drawing, Do Not Scale 0 Refer to Construction Drawings for Specific Features M VI Job Information: JURISDICTION: ST. LUCIE COUNTY (3) SETS SEALED U) Q E w J LU Y O D ■>� "" r U 0 N o +-+ O m i V N 00 J N c6 0 U) o / C N 10 E p O O 7 O J U ¢ a Reference No. The Villas 4 UNIT 20-7274 Sheet: 1 . 0 MECHANICAL/HVAC Self-adhered membranes used as flashing shall comply with AAMA 711. All ABBREVIATIONS GENERAL NOTES NOTICE TO BUILDER AND ALL 1. Energy calculations for heating and cooling capacities and full-scale duct and venting exterior fenestration products shall be sealed at the juncture with the building wall layout shall be furnished by others as an attachment to this plan set at the time of SUBCONTRACTORS AB or A.B. Anchor Bolt OPNG or Opn'g. Opening 1. All exterior walls shall be assumed to be load bearing. See structural floor plan and foundation plan for application for the building permit. with a sealant complyingwith AAMA 8co contraction, ASTM C920 Class 25 Grade NS or ABV or Abv. Above OPT or Opt. Optional C.M.U.wall reinforcement locations. 2. Mechanical appliances shall be accessible for inspection, service, repair, and greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or AC or A/C Air-Conditioner PC Pull Chain 2. Porch Ceilings: (see plan for the following options): Textured painted: ''/2"exterior gypsum soffit board replacement without removing permanent construction, other appliances, any other other approved standard as appropriate for the type of sealant. Fluid-applied shall be attached to all framing members with 2x blocking provided at perimeter. The gypsum board shall i in or ducts not connected to the appliance being inspected, serviced, repaired, or membranes used as flashing in exterior walls shall comply with AAMA 714. The It is the intent of the Engineer listed in the titleblock of these documents that these ADJ or ADJ. Adjustable PED or Ped. Pedestal - piping, pp g • p p g � pY J be attached w/type"W" 1 1/4"drywall screws at 8"o.c. in field and edges. Masonry plaster: Flat 7/16° replaced. A level working space at least 30 inches 762 mm deepand 30 inches 762 documents be accurate, providing Licensed Professionals clear information. Every span rated OSB on underside of roof trusses shall be attached to all framing members with 2x blocking p g p ( ) ( flashing shall extend to the surface of the exterior wall finish. AFF or A.F.F. Above Finished Floor PH Phone P g g mm)wide shall be provided in front of the control side to service an appliance. attempt has been made to prevent error. The Builder and all subcontractors are required AHU or A.H.U. Air Handler Unit PKT or Pkt. Pocket(Door) provided at perimeter. The OSB shall be attached w/8d nails at 6"o.c.field and 4"o.c. edges or 7d screw 3. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling to review all the information contained in these documents, prior to the commencement shank at 4"edges and 3"o.c. field. NOTE: 5/8"CDX or 1x T&G is acceptable for substitution. from the garage shall be constructed of a minimum No. 26-gage (0.48 mm)sheet steel Approved flashing,s shall be installed at the following locations. of any work. The Engineer is not responsible for any plan errors, omissions, or ALT or ALT. Alternate PL or P.L. Pound m 3. Window and door suppliers shall provide current rough opening info which shall have precedence over or 1" 25.4 mm minimum rigid non-metallic Class 0 or Class 1 duct board, or other Exterior window/door openings. misinter misinterpretations undetected and not reported to the Engineer prior to construction. All BC Base Cabinet PLF Pounds per linear foot the window and doors labeled on plan. ( ) gP p 9 4. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window opening is approved material and shall not have openings into the garage. construction MUST be in accordance to the information found in these documents. Any BF Bifold Door PLNT SHLF or Plt.Sh. Plant Shelf Intersection of chimneys or other masonry construction with frame walls. located less than 24 inches(610 mm)above the finished floor and greater than 72 inches(1829 mm) 4. Foundations and supports for outdoor mechanical systems shall be raised at least 3 questions regarding the information found in these plans should be directed to the BK SH or Bk Sh BookShelf PLT HT or Plt. Ht. Plate Height above the finished grade or other surface below on the exterior of the building, the operable window shall inches (76 mm) above the finished grade and shall also conform to the manufacturer's 0 Under and at the ends of masonry, wood or metal copings and sills. Engineer of Record immediately. No backcharges will be considered for reimbursement BLK or BLK. Block PSF Pounds per square foot comply with one of the following: installation instructions. by the Engineer without advanced notification and approval b the Engineer. Payments a. Operable windows with openings that will not allow a 4-inch diameter(102 mm)sphere to pass 5. Auxiliary drain pan. Category IV condensing appliances shall be provided with an Continuously above all projecting wood trim. g m Y g Y BLW or BLW. Below PT or P.T. Pressure Treated through the opening where the opening is in its largest opened position. will be made in accordance to the terms of the agreement. g P g P g g P P auxiliary drain pan where damage to any building component will occur as a result of • Where exterior porches, decks or stairs attach to a wall or floor assembly of BM or Bm. Beam PW or P.W. Pre-wire b. Operable windows that are provided with window fall prevention devices that comply with ASTM F2o9o. stoppage in the condensate drain piping system. These pans shall be installed in wood-frame construction. c. Operable windows that are provided with window opening control devices that comply with Section BOT or Bot. Bottom PWDR or Pwd. Powder Room accordance with the applicable municipal required provisions. At wall and roof intersection. Control of Construction Site: The Designer/Architect and engineer of record (EOR) • BP or B.P. Bypass(door) RA or RIA or R.A. Return Air R312.2.2. 5. Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through EXHAUST VENTILATION • At Built-in utters. have no control over the construction site and shall not be responsible in any manner for BRG or BRG. Bearing RAD or Rad. Radius g P g g R4501.174.1.14 1. Outdoor discharge: the air removed by every mechanical exhaust system shall be control of the construction site including, but not limited to, scheduling and sequencing C Carpet RAG or Rag. Return Air Grill discharged to the outdoors. Air shall not be exhausted into an attic, soffit, ridge vent, or FLASHING 6. All glass located in hazardous locations shall comply with FBC R308.4. 9 9 of work, jobsite safety, and ventilation of the building and thereby shall not be CAB Cabinet REC or Rec. Recessed 7. R302.12 Draft stopping. In combustible construction where there is usable space both above and below crawl space. 1. The Builder and their subcontractor(s) are responsible for choosing the exact materials responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. CIR or Cir. Circle RECEPT Receptacle the concealed space of a floor-ceiling assembly, draft-stops shall be installed so that the area of the 2. Exhaust air from bathrooms and toilet rooms shall not be re-circulated within a and assemblies as depicted within FBC and as depicted further within that document's p The Designer/Architect and FOR has no duty to protect, without limitation, the concealed space does not exceed 1,000 square feet(92.9 m2). Draft-stopping shall divide the concealed residence or to another dwelling unit and shall be exhausted directly to the outdoors. subcategory standards for appropriate assemblies in related application locations. CJ or C/J Control Joint REF or Ref. Refrigerator space into approximately equal areas. Where the assembly is enclosed b a floor membrane above and a residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, PP Y q Y Y Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl 2. Provide flashing, counter flashing, backer rods, top quality sealant, and/or water CLG or Clg. Ceiling REINF Reinforcing ceiling membrane below, draft stopping shall be provided in floor-ceiling assemblies under the following space, or other areas inside the buildin theft, vandalism, trespass, or any other peril or condition, at any time, expressly P 9• proofing systems to ensure water proof connections at joints and intersections of all CMU Concrete Masonry Unit REQD or Req'd. Required circumstances: 3. Clothes Dryer Duct length: The maximum allowable exhaust duct length shall be materials, similar or dissimilar as required. including, but not limited to, the period of time before construction, during the a. Ceiling is suspended under the floor framing. determined by p g one of the methods specified in Sections M1502.4.5.1 through construction of the project, or after construction and the Designer/Architect and FOR COFF or Coff. Coffered or Tray Ceiling RM or Rm. Room b. Floor framing is constructed of truss-type open-web or perforated members. 3. Coastal Flashing s: all flashing material for coastal locations (ex: within 3,000 feet of the M1502.4.5.3. has no duty to take any action or preventive measures to protect such property against COL or Col. Column RIND or Rnd. Round 8. Laundry Note:washer&dryer units(washer unit to be always on left side when facing units)and Hanson ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel)and shall be box @ 36"AFF. ELECTRICAL selected for compatibility with adjacent wood preservatives per the manufacturer's any such peril at any time for any reason. COMM or Comm. Community RO or R.O. Rough Opening 1. The included electrical power and lighting layout sheets are included as a courtesy and 9. Cabinet manufacturers shop drawings shall have precedence over the interior cabinet elevations shown. p g g Y y recommendations. COMP or Comp. Compressor IRS, R/S, R/SH or R&S Rod and Shelf 10. Do not scale plans. Dimensions are to be followed as noted. are to be viewed as reference only. Please note: the electrical sheets are not signed, CONN or CONN. Connection SD or SD. Smoke Detector sealed nor certified. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. 2. All component locations as shown may be changed at the sole discretion of the Builder WINDOW AND DOOR CONT or Cont. Continuous SGD Sliding Glass Door p y g Contractors shall verify and be responsible for dimensions and conditions of the entire build-out. CARE AND MAINTENANCE or their licensed contractor in order to comply with any and all governing code 1. All door and window assemblies and installations shall meet or exceed the either the Architect or Engineerg y of Record must be notified in writing of an variation from the CT or C.T. Ceramic Tile SH or Sh. Shelves requirements. requirements of the 2020 FBC-R 7th Edition. D or D. Dryer SHT Sheet 3. Electrical Contractor shall provide all electrical permits, all applicable information 2. Window and Door installation is the responsibility of the Builder and their dimensions, conditions and specifications appearing on these plans, unless noted otherwise, in DB Door Bell SHWR or Shwr. Shower required to obtain permits, and is responsible for the installation, operation, and subcontractor(s) as per their chosen window manufacturer's installation requirements order to provide the correct revision documentation prior to construction of any component Yearly maintenance and inspections by the builder/homeowner are necessary handling of all electrical components to meet design pressures and must have a tested, Florida Approval Number issued, within the structure. Without the appropriate documentation and communication from either DBL or Dbl. Double SL or S.L. Side Lights Builder and/or Contractor and their subs, said individuals and their businesses do hold either DCF Decorative Cementitious Finish SPECS or SPECS. Specifications for the future of this home. Care must be taken to check windows and doors for signed and sealed by a licensed engineer from the State of Florida as hired by the p PLUMBING manufacturer. the Architect or Engineer of Record harmless of any liability. DEC or Dec. Decorative SPF or S.P.F. Spruce Pine Fir caulking, remove leaves and debris off roofs, make sure that water flow is away To the best of the Engineer'sknowledge,informationandbelief, p 1. It is the sole responsibility of the plumbing to verify the accuracy of plumbing fixture 3. The design pressure shown on the structural Ian is to be used as a guideline for the structural plans and specifications contained within these from the house and have your home repainted every 3-5 years to protect the g p p g Issuance, signed, and sealed certification of this plan set does not relieve the Builder and their drawings comply with the 2020 Florida Building Code- DED or Ded. Dedicated(outlet) SQ FT or SF or S.F. Square Foot(feet) locations as depicted in this set of plans, verify the accuracy of the supply and waste proper window and door design criteria. subs and/or Trade Partners responsibility to review and verify adherence to any applicable Residential7th Edition.Engineer's signature and seal is only for coatings. The designer and engineer of record are not responsible for the line size, and verify that clearances around plumbing assemblies comply with minimum the structural engineering portions of the drawing pages bearing DIA or Dia. Diameter SQ or Sq. Square 4. The Builder must provide engineered product literature and installation details from the codes of the governing municipality prior to commencement. Any discrepancies shall be brought Engineer's signature and seal. upkeep of the home and will not be held liable for instances that may occur code standards. manufacturer for all exterior doors (including overhead garage doors and windows. o DISP or Disp. Disposal STO Storage ( 9 g g ) to the attention of either the Architect or Engineer of Record prior to commencement. N over the normal life of the home without proper maintenance. 2. All plumbing dimensions are approximate from the center line of the fixture to the W DIST or Dist. Distance SW or S.W. Shear Wall p p This must be available on site in the permit box for the use of the building inspection F E exterior slab edge. official. All Third-Party information, shop drawings, and component assembly layouts must be approved a ° N F u DMF Decorative Masonry Finish SYP or S.Y.P. Southern Yellow Pine 3. All component locations as shown may be changed at the sole discretion of Builder or by either the Architect or Engineer of Record prior to permit request submission. 'P 3 5. The Builder must provide a metal threshold at all exterior doors, Typ. U.N.O. p , w DS or D.S. Drawer Stack TB Towel Bar their licensed Contractor in order to comply with any governing municipality code H �^ w 6. Provide tempered glass and/or laminated safety glazing per FBC-R308.4. m M o 3 '� a Y DTL Detail TEMP or Temp. Tempered GENERAL NOTES requirements. However, changes needed shall be brought to the attention of Keesee 4 3 Lu W `� Associates in writing prior to commencement. 7. Openings between the Garage and Residence shall be equipped with solid wood doors t7 c a a 3 a o ZF DV or D.V. Dryer Vent THIKN orThik'n. Thicken Remodeling, Addition, and/or Alterations 4. Contractor shall provide all plumbing permits, all applicable information required to not less than 1 % inches in thickness, solid or honeycomb-core steel doors not less Z o r o o W DVP or D.V.P. Diverter Valve(plumbing) TOB or T.O.B. Top of Block obtain permits (plumbing riser diagram and calculations), and is responsible for the than 1 % inches thick, or 20-minute fire-rated doors. W o� m m J 1. Certain assumptions have been made using the best judgement and experience of the design team. W � °' ° a a DW or D.W. Dishwasher TOM or T.O.M. Top of Masonry No demolition has been undertaken by the designer to verify the conditions and construction installation, operation and handling of all plumbing components and assemblies. LL Z Z co � o EA or Ea. Each TOP or T.O.P. Top of Plate techniques employed in the existing structure.The contractor shall verify actual conditions prior to ATTIC ACCESS N o 0 0 J 0) TERMITE PROTECTION Z ❑❑❑ undertaking construction. 1. Attic access hatch rough opening shall be a minimum of 22"x 30" and located in a W ELEC or Elec. Electrical TP Toilet Paper Holder 1. Termite protection shall be in accordance with the 2020 FBC-R 7th EDITION R318 and g P g 2. Contractor to verify all dimensions prior to the commencement of construction. Report any P hallway or other readily accessible location at attic areas that have a vertical height of ELEV or Elev. Elevation TR Towel Ring discrepancies to designer. all related sub categories. 30 inches or greater over an area of not less than 30 square feet. EQ Equal TRANS WDW or Trans. Transom Window 3. Determine the existence of any underground tanks,drain fields,wiring, plumbing, piping,etc. and 2. Protective sleeves around piping penetrating concrete slab-on-grade floors shall not be (D N M 2. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces such as - o O EW or E.W. Each Way TYP or T Typical allow for same during construction. of cellulose containing materials. If soil treatment is used for subterranean termite z Y Yp Yp attics and crawls aces shall be weather-stripped and insulated to a level equivalent to z 4. Contractor is to shore up structural walls,floors,and roof system areas as required to provide for the protection, the sleeve shall have a maximum wall thickness of 0.010 inch and be sealed p pp q o EXP or Exp. Expansion UC or u.c. Under Counter safetyof the structure, occupants, homeowner, and workers. No bearing walls are to be removed the insulation on the surrounding surfaces. P 9 within the slab using a non-corrosive clamping device to eliminate the annular space a0 EXT or Ext. Exterior UCL Under Cabinet Lighting outside of the scope as depicted within this plan set unless engineer of record provides written or between the pipe and the sleeve. No termiticides shall be applied inside the sleeve. 3. Attic access: provide 20 min. fire rating at access panel. - N revised plans showing new structural requirements to support the existing structure. cn z a FBC Florida Building Code UNO or U.N.O. Unless Noted Otherwise 3. Condensate lines, fountains, pools and irrigation/sprinkler system risers for spray 0 o 5. Verify adequacy of existing electrical service and wiring capacity. Upgrade and sub-panel as 4) heads, and roof downspouts, shall discharge at least 1 foot (305 mm) away from the ROOF COVERINGS +-+ - FDN or Fdn. Foundation V or v. Valve(shower or tub/shower) required. Relocate any tv, phone, cable,thermostat,fans, chimes,outlets, switches,smoke/CO „ structure sidewall, whether by underground piping, tail extensions, or splash blocks, 1. Roof coverings W w fixtures,etc. as may be required. gs (underlayments, flashing, attachment, etc.) shall be installed in FG Fiberglass(Shower Pan) VB Vanity Base detectors, U o 6. VerifyexistingA/C capacity. Upgrade as required. Relocate equipment and provide power source as gutters with downspouts are required on all buildings with eaves of less than 6 inches accordance with FBC section R905 and subsections related to each type of roof FIN Finished VERT or Vert. Vertical P tY P9 qP P Yp -a) "' required. Provide new ducts, returns, registers,and thermostats as required. Balance systems.A/C (152 mm) horizontal projection except for gable end rakes or on a roof above another covering (example: Asphalt Shingle R905.2, Wind Resistant Roof Tile R905.3, Built-upN FIN FLR or FF or Fin.Flr. Finished Floor VL or V.L. Versalam contractor to provide energy code calculations. roof. Roof R905.9, Metal Roof Panels R905.10, etc.). �- 7. Verify adequacy of existing Plumbing System. FIX or FXD Fixed VTR/VTE Vent through Roof/Exterior 2. All installation specifications shall be chosen and submitted by the Builder. , of 4. 8. Contractor to verify existing roof pitch and to match new to existing unless noted otherwise. EXTERIOR PLASTER APPLICATION FLR or Flr. Floor W or w Washer 9. Match existing windows and doors unless otherwise noted. Contractor shall verify a ress with 3. All manufacturer specifications that may conflict with these construction document g fY 9 R703.7 Exterior Plaster. FLR SYS or Flr Sys Floor System W/or w/ With window manufacturer for code compliance.Windows are sized with nominal sizes. Select closest requirements must be brought to the attention of the Designer of Record (either the c Installation of these materials shall be in compliance with ASTM C926 and ASTM Q N FOM or F.O.M. Face Of Masonry WA or W.A. Wedge Anchor size depending on manufacturer. Architect or Engineer of Record) prior to installation commencement of any I 10. Provide flashing over all exposed window and door heads in wood frame construction. C1063, or ASTM C1787 and the provisions of this code. materials. Builder: FP or F.P. Fireplace WC or WIC or W.C. Water Closet(toilet) 11. Patch, repair, and re-finish areas of demolition to match existing or new construction. Reinsulate as R703.7.1 Lath. FIR DR French Door WD or Wd Wood required.Verify all finishes and specifications with homeowner. FRT Front WDW HDR or WDW.HDR. Window Header Lath and Lath attachments shall be of corrosion-resistant materials. Expanded INSULATION Q metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 1. Walls which separate conditioned living space from unconditioned space shall be 2j FT or Ft. Foot/Feet WH or W.H. Water Heater insulated. Y � 7/16 head, or 1-1/2 long, 16 gage staples, spaced in accordance with ASTM � FTG or Ftg. Footing WIC or W.I.C. Walk-in Closet 2. Ceilings which separate conditioned living space from unconditioned attic space shall C1063 or C1787, or as otherwise approved. Q M FXD GL Fixed Glass WM or W.M. Wall Mounted(plumbing fixture) be insulated (ventilated attic system) or when insulating with spray foam system - J GALV or Galy. Galvanized WP Water Proofing) R703.7.2 Plaster. insulation applied to underside of roof deck (unventilated attic system). W LI- GC or G.C. General Contractor WS Water Softener Plastering with cement plaster shall be not less than three coats where applied 3. Insulation R-values are per Climate Zone and FBC-EC [RE] Table R402.1.2 and N W LU over any type of code-approved lath and shall be not less than two coats where energy form submitted with permit application. LLLJ N GFI or G.F.I. Ground Fault Interrupter WWF Welded Wire Fabric(Mesh) W directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster W GT or G.T. Girder Truss GYPSUM m � GYP BD or G Bd. Gypsum Board surface is completely covered by veneer or other facing material or is completely li m YP Yp 1. If water-based ceiling texture material is used, provide '/2" gypsum board for 16" o.c. J concealed, plaster application need be only two coats, provided total thickness is ] HB Hose Bibb framing or 5/8" gypsum board for 24" o.c. framing. Note: 1/2" sag-resistant gypsum J as set in Table R702.1(1). 0 D HDR or Hdr. Header board may be used ILO 5/8" gypsum. Contractor to ensure the proper span rating for Cement plaster shall be in accordance with ASTM C926 and material shall be in the materials chosen. O 0 HGT or Hgt. Height accordance with one of the types listed in R703.7.2. 2. The garage shall be separated from the residence and it's attic by not less than 1/2-inch coCD HH or H.H. Hand Held(plumbing faucet) R703.7.3 Water-Resistive Barriers. (12.7 mm) gypsum board applied to the garage side. Garage beneath rooms shall be HORIZ Horizontal � Job Information: Water-resistive barriers shall be installed as required in Section R703.2 and, where separated from all habitable rooms above by not less than 5/8-inch (15.9 mm)type X HS Hard Surface(flooring) gypsum board or equivalent. Where the separation is a floor-ceiling assembly, the ILO In Lieu Of applied over wood-based sheathing, shall include awater-resistive structure supporting the separation shall also be protected by not less than inch vapor-permeable barrier with a performance at least equivalent to two layers of (12.7 mm) gypsum board or equivalent. Tape and seal all joints to be gas and fume IN or Insul. Insulation Grade D paper. The individual layers shall be installed independently such that tight. INT o or r Int. Interior cn each layer provides a separate continuous plane and any flashing (installed in 3. All applications of gypsum shall comply with FBC R702.3 and all applicable sub N K/WALL or K/Wall Kneewall accordance with Section R703.4) intended to drain to the water-resistive barrier is categories. Q E KS or K.S. Knee Space directed between the layers. W 0 LAUN or Laun. Laundry TUB &SHOWER AREA TILE LU C LAV or Lay. Lavatory R703.2 Water-Resistive Barrier. 1. Cement, fiber-cement, or glass mat gypsum board (no green board allowed) in W ?� One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM LF or L.F. Linear Ft. compliance with ASTM C1288, C1325, or C1178 and installed in accordance with - O LL Lintel Length D226 for Type 1 felt or other approved water-resistive barrier shall be applied over manufacturer requirements shall be used as backers for wall tile in tub and shower (n cy) D LT Laundry Tub studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied areas, and wall panels in shower and wet areas. CODE CRITERIA C .0 horizontally, with the upper layer lapped over the lower layer not less than 2 inches. MAS or Mas. Masonry •� � 0 Where joints occur, felt shall be lapped not less than 6 inches. Other approved • FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL '- N MAX or Max Maximum materials shall be installed in accordance with the water-resistive barrier • FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) > m C-) MC Medicine Cabinet manufacturer's installation instructions. The No. 15 asphalt felt or other approved • FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL m -J .� o MFR or Mfr. Manufacturer water-resistive barrier material shall be continuous to the top of walls and • NFPA 70, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE � J N MGT Management(room) terminated at penetrations and building appendages in a manner to meet the • BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) o MIN or Min Minimum requirements of the exterior wall envelope as described in Section R703.1. • SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) >O +.; MIR or Mir. Mirror • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURAL -ACI 530-13) > o M.K. Messy Kitchen RAppr Flashing.oved metal flashing, vinyl flashing, self-adhered membranes and mechanically • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION Approved Ln ML or M.L. Microlam • WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION E o attached flexible flashing shall be applied shingle-fashion or in accordance with the • APA PLYWOOD DESIGN SPECIFICATION E30-16 s E MONO a or Mono Monolithic manufacturer's instructions. Metal flashing shall be corrosion resistant. • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-16 J U ¢ Reference No. MW or MICRO or Micro. Microwave Fluid-applied membranes used as flashing shall be applied in accordance with the • ALUMINUM DESIGN MANUAL -AAF20 NTS or N.T.S. Not to Scale manufacturer's instructions. All flashing shall be applied in a manner to prevent the 20-7274 OE or O.E. Owner's Entry entry of water into the wall cavity or penetration of water to the building structural Code references are summaries of code sections See FBCR (Current Sheet: OHGD Overhead Garage Door framing components. Version) for complete information. 150'-4" 40'-0" 35-0" 35-0" 40'-N' 22'-8" 1 T-4" 13'-N' 10'-0" 11'-8" 13-8" 10'-0" 11'-4" 12'_4" 28'-0" 0" COMP. jHB 15'-118CO P.HB HB O HB Iq - ro i// i/ oa 3-1/2" if III CJ ii h ii ii 1 12_0 ii > 3-1/2"No A I I O JT 011 CJ �/ — — �j0'- RECTSS FOR DOOR RECESS FOR DOOR 2"1 v j j THRESHOLD PER 0'-0" i THRESHOLD PER } 3- / MANUFACTURER'S j % I MANUFACTURER'S I rDW—, SINK — a — SPECS. RECESS FOR DOOR THRESHOLD PER I�_ 1 — I o 0 11 j/ MANUFACTURER'S C=---J— 11_______ p_p^ SPECS. // ------- ri-------:71 � I I PVC CHASE TO i j 1 I RECESS FOR DOOR COND.PER j o I i THRESHOLD PER O LOCATION r n fill 6'-5" / I I / > MANUFACTURER'S C SS N > SPECS. j II i S R II ii O\ ii II CJ I i/ LAV >' i Ir--r — — — - - II — — — 3�1/ " N O 1 11 DWI I O — — 3 > //� ® WC , J I 1 1 1 I I I ") / PVC CHASE TO -- PVC CHASE TO L--J w PVC CHASE TOif I� —j —CaND PEAS COND.PER COND.PER I f u1 / LOCATION N LOCATION SIN I LOCATION fc0 I / i i 1„ O iro To the best of the Engineers knowledge,information and belief, 11'-7" 1'-9" 1 1'-3" 6'-5" 4'-6" 1'-10" 11'-0" F1'-9" 13'-6" 3'-11 a 3'-Oy' 1'-9" T-4' 4'-2" 16'-O2" I T 52 20'-1" 8'-4" I I'L" I the structural plans and specifications contained within these I h i I drawings comply with the 2020 Florida Building Code- u cO 4'_10" I I i i Residential 7th Edition.Engineer's signature and seal is only for ------- ----g_--- ^ XR,11EISED 2 I I MREC SSED T CJ 1"PVC CHASE FORthe structural engineering portions of the drawing pages bearing Wi i — O — — �-fSLAI1D — — — Engineers signature and seal. �JJ I � � � i� -3-1 �� = CJ i i u _____________________I I i i W m ___ ______ C 1 1 F v o m n # 1'PVC CHAS FOR i i � 1 // — — — — �I — I I I I I o IS AND li --- — -------- ----C qW ij L— _ ---- — w I a o N cj --------- T 1 I O I I N coo 00 N Ln LL li p_2„ LAV 3 0 LAV UV- 1 9, 9" 3'-11" n P rZ a L W Il LAV fl Li I H 04 v y a Y = II H U n OHOWE I I I a Co LLWAHU CJ /TU I U I Z m c�13 — — — — — — — — — — — — — — I F U li j'�N CO i O J — — — b � ;a0� O ~ W I I II 1 W �� �rn Qad Z - N Z N o I I O O a rn Q Q U 13'-4" 6'-10" 19'-10" 17'-5" 8'-11" 8'-8" I j I LL Z O U U v b r--� I 1'_9" 3.42' 4_p2' 7-7 I 5" 15_9„ 5'-5' W ❑❑❑ ^ r' III I I RECESS FOR DOOR I N �CJ ^ — 3 THRESHOLD PER — ---------- ---- 1 MANUFACTURER'S — — — — — 1 1 w SPECS. 1 3 WC O Tu3 U rMi I I I I 13 0 1 1 1i oN ° O L� n Z 1 1 1 1 I HUB z o 1 N I I a ° 1i i1 I o I M O UILDERTOPROVIDI� D. W. M � O ------ LJ RE THRESHOLD DOOR r> o it I"PVC CHASE FOR I o SLAND w ---- 7 _ PROTECTION WHEN r------- --r ii t b n [ -----] MANUFACTURER "ri LJ —4•--- w � 0'-0" REQUIRED PER FBC ----- --� — ii 4 SPEC . 0,O„ 4" ---- 0 w •Ln Wtis BUILDER TO ii (/) C N CAPPLIANCE BUILDER TO PROVIDE mAPPLLIIANCE w BUILDER TO PROVIDE — — — — PROTECTION N = o PROTECTION ;i APPLIANCE U O PROTECTION WHEN -0' WHEN REQUIRED PER FBC c WHEN REQUIRED v co —o---- CJ REQUIRED PER FBC E s'+�" . PER FBC c0 -- ----] — t 4,-102" No J� U 'o m C M M O N c. CJ C.] I CJ CJ Builder: RECESS FOR DOOR — THRESHOLD PERo ;o MANUFACTURER'S O� 0 SPECS. N N 15-p N a NCO p p O ^ E ELECT. Nr ELECT. /••� Q M METER METER A J N LU LLI LU W ro HB w � N HB I � I � HB_ _ � I � HB m L.L 0 0 0 o m -1'-0"3/4" -1'-0"3/4" �-1'-0"3/4" -1'-0"3/4" v D J UNIT 1776 UNIT 1658 UNIT 1509 UNIT 1836 o ul M 20'-8" 6-8" 12'-8" 20'-0" 4'-4" 10'-8" 15-0" 20'-0" 1 1'-8" 74" 21'-4" Job I of o r m a t i o n: 40'-0" 35-0" 1 35-0" 40'-4" 150'-4" U) Q E LU J C: W 3� � Y O � f6 4� I I.J L) Q N LOCATION OF BARRIER TO BE 1'-0"IN ^, m O }+ 0 FRONT OF MECH.OR APP.WHEN REQUIRED W L U N MIN,2-112"DIA, SCH.40 STEEL PIPEGALVAN ASSUMED l }+ (V HEATER IPROTECTIO GAS EDGE OF WALL ^ 0 HEATER PROTECTION ELECTRIC ca MIN.4"DIA.SCH.40 STEEL PIPE ^ U) FILLED W/CONCRETE FOR GAS (4)1/2"x 4 114"WEDGE A A ANCHOR BOLTS W/ WATER HEATER PROTECTION V/ MIN..MAX.3" ` EMBEDMENT TOP OF SLAB 2x6 WALL j i6 R (FLOOR TO CEILING) ;• I J o U ¢ EL STEEL BASE b Z L U O PLATE Reference No. n USE 2 RED HEAD 0 3 "•' 14"MIN.DIAMETER TO ANCHOR WALL //� _ !/� CONCRETE 20 7274 FOOTING SECTION A-A Sheet:PROTECTION BARRIER N.T.JAILTERNATIVE N.T.S. 2 . 0 PROTECTION BARRIER SCALE: SLAB AND PLUMBING PLAN 3/16" = 1 ' 150'-4" 40'-0" 35-0" 1 35'-0" 40'-47 22'-8" 174" 13'-4" 101-91 1 13'-8" 101-01, 11-4- 12'-4" 26-9' ----------——-- ,1-4" 9'4" ol-4"1, 9'4" N. 11--9-l" 5-6-2 9--11- N-2-�'-- 6-2-fl' 3--5,'" 81-111, 4'-8i" 7'-4-11" 3'-11 2 2 1 0 2 16. 2 1. 2 101-81, 2-4- 13'-4" 54" 1 7-6. COMP. COMP. COMP. COMP. HB HB 24-SH 35-SH 35-SH 35-SH 35-SH tH B 25-SH 25-SH 25-SH HB TEMP I 7 36"X48' SH R LANAI LANAI LA IAI < t I - - — — — — — — — — —F C068 -i F - 44v. C? 8'-0" CEILING A.F.F. 7 8'-0" CEILING '-9' CEILI 4G A.F.F. -C? WALL w/TEMP 14'-5" 6-7 11-101, - BEDROOM 2 cO C9 MOG.Eo TR BEDROOM MASTER BEDROOM 7'-8" MASTER BEDROOM 0 GLASS ABOVE b 8--0TIONAL TRAY CLG.) 8'-9'CEILING LANAI 5-4-- 4'-4" 0 8'-U' CLG OPT.TRAY CEILING MASTER SUITE 8'-0"CLG.(OPTIONAL TRAY CLG.) U !j -0 1 - - - `1 6-9' CEILING A.F.F. C? b 8-0"CLG.(OPT.TRAY CEILING) -�I C? MASTER BATH 25-SH co in 00 0 0 -m TEMP(3)25-S H 9 C? 0 8'-0"CEILING r3068 FIR bo 0 1 12'-0" >LO -10--, -7- F-7 2'-6" 5'-2" did d b 7171A KITCHEN 9 4 4. 11111111111 Fv 1 010 J. 91-0.. 6-11 25 SH Co 8'-O"SLOPE T 10' C? 10) LLTELP 6068 F 21068 L — — — — — — — — — - I L L — — — — — — — — 24'-5" 2--5- 3-4- 8'-2" ............................. L sj, J F-m C? I? in 04 (2)2668 L DW C? I Cv T1 P— -1 �L6L6L6L6L6L6L6L6LA.......... ....... 7 - 101-101, 3' 10'' 6-11 12'-9" I I I 35-SH TE MP R/S ih 00 I7 - NO F ----------------iv- 7 A 3068 mj—, M - .P/NTRY 7 W.I.C. 3068 DINING . . . . . .1".. 00 1 W.I.C. 7 130611 10'-0"CLG. BA 2 R/S - L - - 8-0 CEILING - 8'-0"CEILING Ul - --------- 17- OP 0 0 0"CEILING - -_ M �-J W.I.C. j 3: 0 U-0" FILING R/S R/S GREAT ROOM T LAV LIJ U 8'-0"SLOPES UP TO 10'-0"CLG. 36"X148" V) < co ZSHWR GLASS A N'p 1E -i C9 TE .4e H I�GH >- - L r—r! M�STE BATH L-- —j FIDI 0 9'-8" /_3 4-411 51-0 V, 3--I c 4" 5-5" 3'-8" 101-101, 10,-9'' 64" 6'-5'' 4 4. 1 19 8'-0" 2 1 17-1 6-9" 8'-0" L 1 7- 1 J> L 11--5-1- 9,-91, Ulu -91. 116 1 81-0" 7 2"HIGH co 7 - GREAT ROOM WALL w/TEMP 0 21068 5-0" lo 3 5 LO GLASS ABOVE, -42"HIGH 10'-0"CEILING GREAT ROOM q WALL w/TEMP MASI ER BATH 10'-0"CLG. Oello��VE C� 00 TOR. C9 A KITCHEN C.) 0 �,/I- 1 2 8'-0"CEILING �0 I LEM A 3'-421" 3'-2" 10'-0"C-G. BEDROOM 2 F-O"CEILING HE 0 WC 8'-0I'SLOPES UP T 0 5-10" 3'6" FAMILY ROOM I ut- -- 7218� 3�6 KITCHEN • 36"x48" W C I 1 SHWR F — — - — W.I.C. 1 6-7 0 1010" :LG. v-0. W LAI 1FwA81 1 3'-4"' -111, LAV LA7'- 8'-O"CEILING 10'-0"CEILING LAV To the best of the Engineer's knowledge,information and belief, 21068 HOWER U- the structural plans and specifications contained within these R/S drawings comply with the 2020 Florida Building Code- co 7 Residential 7th Edition.Engineers signature and seal is only for 0 — -h - -- — T R/S - zo ----- ---- /TUE BA 'u00 00 B 2-4-- - k2— R/S .NHI PANTRY 8'-0"JELING 04 C? 8'-U'Cil ING (2)2468 vj �0 the structural engineering portions of the drawing pages bearing A IR I I I- I? 10 j U Engineer's signature and seal. 0 R/S 21068 F YER 113A 2 CD 10'-3"CE LING Eo LINEN __j W 'o 8'- 'CEILING C? E FLEX/OFFICE co, -0 AV- 10'-0"CEILING -02'. R, C? V 2'-4" 4'-37--IJL 3'-10" 5-8�'L_---, 5' 8 1 V-3" D" F, W I I C? *q OD(2)2668 BEDROOM 3 5 (L f8 BEDROOM 3 S�21 - (n r- r-� 5-7'" Alt 4-- 111-91, 7'-2" lk"� 3'-7- 7 13'-7" F.11, -1i rF-(7— —1 00 8'-U'CEILING LL, 7- TT -1 0 6-0"CEILING U0 AV C9 TE . I I . I FLEX/OFFICE - (D BUILDER TO PROVIDE 7 z 11 A < 0 011E C? Z r - FOYER 9'-0"C El U N G - APPLIANCE 5 rp 0 > C? PROTECTION WHEN SHOOWER F BEDROOM 3 9'-U'CEILING PR TUB x. REQUIRED PER FBC C�00op- BA 3 00 1 4'-0'. LAUNDRY VTE W 8 8'-0"CEILING I —HE-N BEDROOM 2 - I "1 6" 1, 1 1 -8-- W U) c� MC 8'-0"JEILING 17-2 3'-0 3'-6' -1-� -2 IF-9" F 6-0"CE LING 8'-U'CEILING U LO z ir Ln 101-0 CLG. L LL N M< < N F-� FOYER 0 -j co 0 do co z 0 A V— 9'-0"CLG. co z L L + F 0 -b R/S A -�j 6-111, 3'-10" �o CL R/S �0 A O °� L — — J I O _ o w _ _ M 5-7" �V` /I VTE 3(2) 668 21068 2 668PANTRY co 00 F Y-0"CEILII�G A F.F. �O68 SC 6-7' < PROVIDE P\U I I L �J BUILDER TO CRZ r--T2xl-4-- ENTRY BUILDER TO SS BUILDER TO C I ��-j L 13'-11 O PROVIDE 1- C4 L APPLIANCE C9 (2)2668 APPLIANCE Irk 1 .6-0". F-4-- PROVIDE rL- 7, PROTECTION11 PROTECTION i-, APPLIANCE C4 4'-31, �1'4- 6-7' 17-1" 7'- 5-1" WHEN REQUIRED 4 1 35-SH 8-_0-- WHEN REQUIRED I I PROTECTION 7 - -9 PER FBC 7 FOYER 101-31, 3'-4" L L PER FBC WHEN REQUIRED -C - PER`BC U- BEDROOM 2 9'-0"CEILING C? ENTRY" E TRY .2 4--J CA3 . 8'-O"CEILING A.F.F. GARAGE 8 0"C ILING A.�.F. GARAGE LU 8'-0"CEILING GARAGE BEDROOM 3 GARAGE 17F -r 7 8'-0"CEILING A.F.F. TT I ---------------- 8'-0"CEILING A.F.F. BEDROOM 4 8'-0"CEILING A.F.F. 0 b 5'-N' 8'-0"CLG. LU 7 C? 8'-0"CEILING A.F.F. �o 8'-0'CEILING 7 S b co - 1 81 - Q 13'-9' 19'-6" 1 F-2" 6-9' b 7 15-0-- C� 0 7 E M 0 LU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - F �'10 ELECT. ELECT. *= ENTRY In 0 METER 35-SH C? METER J-Q LEILING A.F.F35-SH 77111 11 11 VI Builder: M F3'-8" WI, 35-SH HB < HB 16070 OVERHEAD GARAGE DOOR 116070 OVERHEAD GARAGE DOOR HB NT 16070 OVERHEAD GARAGE DOOR 16070 OVERHEAD GARAGE DOOR HB-—— — — — — — — — — — — H 7711F —,r-- — — — — — — — — — — — — — — — — — — — — — — — — — - 777F LID — — — — — — — — - — — - ---11771 — — — — — — — — — E CN < 0 0- UNIT 1776 UNIT 1658 UNIT 1509 UNIT 1836 Z Lu ILL 2'-4" 16-0" Z-V 4'-4" 6 64" 2--0" 16-0" 3'-1 Z-O" 16-0" 2--0-- 3--5f'" 6-2f'" 2--8-- 16-0" 2'-8" , N -LgL" 7-7" UJI 20'-8" 6-8" 12'-8" 20'-0" 4-4- 10'-8" 15-0" 20'-9' 111-91 74' 21-4- LU Uj UJ 40'-0" 35-0" 35-0'' 40'-N' ILL 150'-4" -j ILL q) 0 (0 cy') Job Information: 4 2"0" [2-x BLOCKING 4--0" -0' U) 6 BLOCKIN 2' V F�------I E O L i _&v I I > 0 L-- ---- L6 BLOCKING UJI C� NM M 00 LU As. AREA TABULATION UNIT 1776 AREA TABULATION UNIT 1658 AREA TABULATION UNIT 1509 AREA TABULATION UNIT 1836 11.0 WC SIDE VIEW WC FRONT VIEW TUB SIDE VIEW TUB FRONT VIEW 0) C -2 >, FIRST FLOOR LIVING 1776 SQ.FT. FIRST FLOOR LIVING 1658 SQ.FT. FIRST FLOOR LIVING 1509 SQ.FT. FIRST FLOOR LIVING 1836 SQ.FT. C110 • FUTURE GRAB BARS AT WC AREAS FUTURE GRAB BARS AT TUB AREAS TOTAL LIVING AREA 1776 SQ.FT. TOTAL LIVING AREA 1658 SQ.FT. TOTAL LIVING AREA 1509 SQ.FT. TOTAL LIVING AREA 1836 SQ.FT. — > =3 =3 (111 0 C) co0 C:) GARAGE 427 SQ.FT. GARAGE 430 SQ.FT. GARAGE 404 SQ.FT. GARAGE 427 SQ.FT. co U) L) N 00 BLOCKINGr- ENTRY 58 SQ.FT. ENTRY 17 SQ.FT. ENTRY 107 SQ.FT. ENTRY 45 SQ.FT. C) LANAI 181 SQ.FT. LANAI 100 SQ.FT. LANAI 80 SQ.FT. LANAI 154 SQ.FT. Ca 4-j - "ZT6.... A U) CN CP OP TOTAL AREA UNDER ROOF 2442 SQ.FT. TOTAL AREA UNDER ROOF 2205 SQ.FT. TOTAL AREA UNDER ROOF 2100 SQ.FT. TOTAL AREA UNDER ROOF 2462 SQ.FT. L6 E C14 = i6 E 0 ------------ ------ %4V O 0 TUB SIDE VIEW TUB FRONT VIEW L V1 Reference No. R/S U68 20-7274 _O"L c LANAI - - x 118 CEILING G A.F.F.A I" 5 SH 0 TEMP U 1068 35 S1 TE 10,_1 2 )L O��E CEILING E L 8 0 'NG R/S I� v 1.1 F 6_"A 4 �JG __j JTO]R C''C 2468 0 R/S 5'-01'0 5"_7 43-0 - T F� (n FUTURE GRAB BARS AT SHOWER AREAS Sheet: 2 . 1 SCALE: FLOOR PLAN 3/1611 1 1 111 12 STUCCO BAND #O 00 CV �o O 10 411 TRIM DETAIL BRACKET DETAIL A SCALE. 3/41' = 1'-011 B SCALE: 3/4" = 1'-0" l 18"x30"DECORATIVE LOUVER l 18"x30"DECORATIVE LOUVER IY 12 _ 12 2B 6 2B I 2 6 6 2E +1" 2B 213 2E +r 2E 1'6" 5 TYP. - 23 \ - - - - - - - - - - 26 6" - - -�- - - - 2E AO 5 TYP. o0 _ TYP. N lA B I + 0 7 7 B 7 0B 7 CJ/WEEP CJ/WEEP CJ/WEEP CJ/WEEP — — — — — — — — — — — — — — — — — — — — — 1F O 0 I lC CIO No rr0 0 C o 2A U 2A To the best of the Engineer's knowledge,information and belief, O 6„ 6 O the structural plans and specifications contained within these 2 E 2 E drawings comply with the 2020 Florida Building Code- +' _ +' ns of the dra g p g bea g — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — esr en a Edition.Engineers signature an sea is only or 1 O O the structural engineering portio win a es rin 1st FIN FLR. Engineer's signature and seal. 8x8 DECORATIVE COLUMNS, 4x8 DECORATIVE COLUMNS, 8x8 DECORATIVE COLUMNS, 8x8 DECORATIVE COLUMNS, W o^o 3 6'TRIM AT TOP AND BOTTOM, 2E 8 2E 3 UNIT 1658 6"TRIM AT TOP AND BOTTOM, 2E 2E 6'TRIM AT TOP AND BOTTOM, 3 UNIT 1509 21E I 2E 24"8 0" 6'TRIM AT TOP AND BOTTOM, 3 o p ip UNIT 1776 STUCCO FINISH 24"x60" +1" STUCCO FINISH STUCCO FINISH STUCCO FINISH UNIT 1 N o r 2E 2E 2E 2E lO J O �� 00 .0 it LL LU J r1 N p V a Q �� i_ 3 - LLI Z - oQ, zOfY VILLAS — ELEVATION A � oMW �' _ m N cD rr 0 J LL o d0 Zoo Mz acDp N OU U _5 rV W ❑❑❑ 4� M Z N O O G SCALE: Z Z o FRONT ELEVATION 3/16" = 1 ' N O M ® ELEVATION KEY NOTES �4' LL M LU 1. Roofing U o A.All exterior roof overhangs are 12" (inches) U.N.O. O LUo tee. Ln N B.Shingle, Tile, or Metal Roofing. installed over approved �N underlayment OR Single/Multi-ply roofing over U approved substrate. ® J EC. Indicates Aluminum, Vinyl, Hardi Soffit (Vented per = _ $ 1' 0 N attic venting calculations). � Y ®® D.Indicates off-ridge roof vent. Refer to Roof Plan for ¢ N �m calculation. Builder: E.Indicates Flashing where roof planes intersect with wall planes. Q F. Indicates the location of Aluminum, Vinyl, Hardi Fascia e� board. Y � G.Pre-fabricated aluminum awning/canopy E Q ACV H.Single-Ply TPO. 0 0 J 2. Walls X Lu ILL A.Indicates decorative cementitious finish as per ASTM N 01 LU C-926. All textures are determined by the builder LU N specifications. LU B.Indicates Exterior Plaster finish on wire lath, over water pp resistive barriers, over wood sheathing on framed ILL m exterior wall. 5 LL. C.Indicates fiber cement board or similar siding. (size per 0 J 1 D 12 note) p B O 6 D.Indicates Decorative Stucco Finish over rigid foam 0o core. co E.Indicates Decorative Stucco banding/coating with a Job Information: 1 D smooth finish. F. Indicates simulated stone header(will need to show as staggered). G.Indicates simulated stone veneer. H.Indicates simulated brick veneer header. N I. Indicates simulated brick veneer. Q N J. Indicates deco foam with simulated wood finish applied E to stucco. O — — — — - — — — — — K.Hardie Board and Batten. LU J — — — — — — — — — — — — — — — — — L. Hardie Board Corner/Head/Sill Trim. LU 1 F M.Exposed painted truss tails. O N.Applied Wall Tile. CY) D I-- 1 C o O.Hardie Board Shake Co f6 2A 3. Indicates approved Overhead Garage Door. ° 4. Indicates P.T. wood post with approved wrap (PVC, 2E Hardiboard, etc). Refer to structural plans for connections \ •� O ���III +1st FIN FLR. and post size. / Y C r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o O N 5. Indicates Optional Exterior Wall Mounted Light Fixture. All ^, m N V oN fixtures are to be verified with elevation style. Center Line W =3 UNIT 1776 of light to be 6'-0"A.F.F. U.N.O. 0 J 6. Railing � � co A.Indicates Railing at 36" high. Railing is powder coated o aluminum. (GC to coordinate color) B.Indicates Railing at 36" high. Railing is stainless steelLO C N N cable with powder coated aluminum post. Cable post o E - o are to be 2" away from adjacent wall or structure. J " Q 7. Indicates decorative non-structural band / bracket V1 Reference No. (reference Foam Detail sheets) 20-7274 8. Indicates decorative shutters by others. Sheet: Note: This is a Master List of the materials used on the 3 . 0 exterior elevations. Only the numbers shown on the exterior SCALE: elevations apply to this structure. LEFT ELEVATION 3/16" = 1 ' ELEVATION 'A' 1D 1D 1D I I I I I 1B 12 12 � 6 b Mir c9 N lA lA + - - - - — — — — — — — — — — — — — — - - — — — - - - � - - - - - - - - - - - - 1F I I I 1F 1 C PI I I C c, 2A � I No To the best of the Engineer's knowledge,information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code- Residential 7th Edition.Engineer's signature and seal is only for - - - - - - - - - — — — — — — — — — — — - - - - - - � — - - - — — — — — — — - - -t - - - - - - - - - - - - - - - - - - - - - -t — — — — — — — — — — — — — — — — — — - - - - - - - - - nsofthedra 9P9 bearing e structura engineering portions win pages rin 1st FIN FLR. Engineer's signature and seal. Q UNIT 1836 UNIT 1509 I UNIT 1658 I UNIT 1776 a o N N J N 0) J LL Q 7� W y it LL W J (L N �M01 `L - N p N Q J LL LL 3 a uJ j Z — o z Bf Y ° o OO w li '� N ZD T O J W U) ¢ Q ¢ LL o d0 Z Ln Mz � Dp N OU U � rV W ❑❑❑ W Z N 8 O G SCALE: Z z o REAR ELEVATION 3/16" = 1 ' N O NZ OO ® ELEVATION KEY NOTES ��' - LL 1. Roofing U A.All exterior roof overhangs are 12" (inches) U.N.O. O ,.. o tee. N B.Shingle, Tile, or Metal Roofing. installed over approved �N underlayment OR Single/Multi-ply roofing over c� approved substrate. ® J E C.Indicates Aluminum, Vinyl, Hardi Soffit (Vented per = 0 N attic venting calculations). = � Y ®® D.Indicates off-ridge roof vent. Refer to Roof Plan for ¢ N �m calculation. Builder: E.Indicates Flashing where roof planes intersect with wall planes. Q F. Indicates the location of Aluminum, Vinyl, Hardi Fascia M board. Y � G.Pre-fabricated aluminum awning/canopy E Q ACV H.Single-Ply TPO. 0 0 J 2. Walls X Lu ILL A.Indicates decorative cementitious finish as per ASTM N 01 LU C-926. All textures are determined by the builder LU N specifications. LU B.Indicates Exterior Plaster finish on wire lath, over water pp resistive barriers, over wood sheathing on framed ILL - 00 exterior wall. 5 ILL C.Indicates fiber cement board or similar siding. (size per (� J 1D note) p 1 B D.Indicates Decorative Stucco Finish over rigid foam o core. co 12 E.Indicates Decorative Stucco banding/coating with a Job Information: 1 D - O 6 smooth finish. F. Indicates simulated stone header(will need to show as staggered). G.Indicates simulated stone veneer. H.Indicates simulated brick veneer header. N I. Indicates simulated brick veneer. Q N IA J. Indicates deco foam with simulated wood finish applied E to stucco. O — — — _ — — — — K.Hardie Board and Batten. _J - - - - - - - - - - - - - - - - - - - - - L. Hardie Board Corner/Head/SiIlTrim. W 1 F O 1 F M.Exposed painted truss tails. � r O N.Applied Wall Tile. � D I-- 1 C 1 C O.Hardie Board Shake � co 2A 2A 3. Indicates approved Overhead Garage Door. C 4. Indicates P.T. wood post with approved wrap (PVC, _ — 2E Hardiboard, etc). Refer to structural plans for connections m O 0 1st FIN FLR. — t — and post size. > N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - p 9 mON 5. Indicates Optional Exterior Wall Mounted Light Fixture. All ^, N V oN fixtures are to be verified with elevation style. Center Line W UNIT 1836 of light to be 6'-0"A.F.F. U.N.O. 00 J N 0 6. Railing j A.Indicates Railing at 36" high. Railing is powder coated > o aluminum. (GC to coordinate color) B.Indicates Railing at 36" high. Railing is stainless steelLf C N N cable with powder coated aluminum post. Cable post o E - o are to be 2" away from adjacent wall or structure. J " Q 7. Indicates decorative non-structural band / bracket Reference No. 71 W FIN (reference Foam Detail sheets) 20-7274 8. Indicates decorative shutters by others. Sheet: Note: This is a Master List of the materials used on the 3 . 1 exterior elevations. Only the numbers shown on the exterior SCALE: elevations apply to this structure. RIGHT ELEVATION 3/16" = 1 ' ELEVATION 'A' FIRE RETARDANT FIRE RETARDANT FIRE RETARDANT PLYWOODPLYWOOD PLYWOOD 4' 0 LOCATION. 4'-0" 4'-0" 4-0" 4-0" LOCATION. -0" 4'-0'' LOCATION. DO NOT BREACH DO NOT BREACH\ I /I DO NOT BREACH 0 ♦ ♦ ♦ + ♦ ♦ ♦ + ♦ — — — — — — — — — — — — — All %++ ♦ ♦ + + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦+ ♦ ♦ + t + ♦ ♦ + ♦ t ♦ ♦ ♦ ♦ ♦ ♦ + + + + ♦ + t t ♦ + t + ♦ ♦ ♦ ♦ + ♦ ♦ ♦ ♦ ♦ + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + + + + ♦ + t + t ♦ + t 41 + + + + + + + + + � t + +♦ ♦ P-1 ♦ ♦ ♦ ♦ t P-1 ♦ ♦ ♦ • ♦ ♦ + ♦ + ♦ ♦ + ♦ ♦ + + + + + + + + + + + + + + + + + + + + + ♦ ♦ ♦ ♦ ♦ + + + + ♦ ♦ ♦ ♦ + ♦ ♦ ♦ ♦ ♦ + + + + t + + + + t + + + + + t + + �Q + + + + + + + + + + + + + t + + +-1116-+ t + + + + + + + + t++++ +t++++t+++ P1 + + III III + + + + + + + + + + + + + + + + + + + + + + + + + Z > 0 + ♦ T T ♦ ♦ ♦ ♦ ♦ 0 + + + + > O . ♦ ♦ ♦ ♦ ♦ + + + + + + + t + t + + t 00 To the best of the Engineer's knowledge,information and belief, o b the structural plans and specifications contained within these v + + + + + + + + + + + + + v drawings comply with the 2020 Florida Building Code- ♦ ♦ ♦ ; F ♦ ♦ ♦ ♦ Residential 7th Edition.Engineer's signature and seal is only for OF VENT + + + + + 4'-0"ROOF VENT 4'-0"ROOF VENT 4'-0"ROOF VENT 4'-0"ROOF VENT + + 4'-0"ROOF VENT 4-0""ROOF VENT 4-0""ROOF VENT 4'-0"ROOF VENT + + + + 4 "-0 ROOF VENT the structural engineering portions of the drawing pages bearing ♦ ♦ ♦ ♦ 0 ♦ ♦ ♦ 0 0 0 0 ♦ ♦ ♦ ♦ 0 Engineer's signature and seal. 6:1LO 2 6:12 W In CDt + + + + RIDGE t + RIDGE + t + + o ro N 'o SPE SLOPE W + + + + + + + + + + + + + + g o N � + + + + + + + + + + + + + N N J ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ N cN a 3 `L a Y o w ♦ + + ♦ + w t + + ♦ + + + + + w 0 a- ° o + + + + o + + + + + o + + + + 0 0 Z � o 0 q ♦ ♦ ♦ ♦ ♦ g ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 4 o f O w ♦♦♦♦♦ ♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦ ♦♦♦♦ W �� � o ¢ aK Y + + + + + + + + + + + + + LL � N co aaM0 + + + + + + + + + + + + + + Z oa rn + + + + + + + + + + + + + W ❑❑❑ + + + + + + + + + + + + + + �\e �J t ��� ♦ ♦ ♦ ♦ l � •UI(/^� oc NM♦ ♦ + ♦ ♦ ♦ + ♦ ♦ ♦ + ♦ N + + + + + t + �0 + + + ♦ izW iz-:S O J+ + + + + + ++ +++ + + + ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ + + u_ + + + i j ♦ + + + + + + + + + ♦+♦+♦ + + + t + t + + t O cOtOs+ + + + ♦ ♦ ♦ ♦ ♦ 2 x54 A + + + + + V U ♦ ♦ + + + Q + + + + 22x54 ATTI v' AC ESS �ll� + + + + p Q + + + t + t + + t �-\ ACCE w ~ 6:12 t + + ♦ + � �� t + ♦ ♦ + aQ + t + ♦ �P� o � I + + + + + ♦ ♦ ♦ ♦ ♦ + + + + o �e + + + + ♦ ♦ ♦ ♦ ♦ + + + + c � � —® t + + + + = —� + + + + + = + + + + —� a N m + + + + SLOPE SLOPE + + + t + SLOPE t + + t SLOPE VI Builder: 6:12 6:12 t + + + + t + + � + t + + — — — — 6:12 6:12 SLOPE SLOPE + + + + + + + ♦ r---------- —+�— —�—+�— ------� SLOPE SLOPE YJ o +++++ + + i-----------r� ------------------------- + + + +\+ + + + CO + + + ++ + + + W1 ♦ ♦ ♦ w i Sio ,•� < M w L_ + ++++ ,�6:12 +t++ 612 +tt+ 111 N W + + SLOPE I SLOPE I ♦ + IW N W1 ♦ ♦ ♦ 71 � m w P 1 ♦ ♦ �e ti, %o ♦ ♦ P 1 + + + N a N a + + U o o m L - - - - - - + ++++ — — — — — — J - - - +tt+ - - - - - - - - Z) LL 0 UNIT 1776 UNIT 1658 UNIT 1509 UNIT 1836 0 0 co Job Information: **CALCULATIONS BASED ON THE FOLLOWING VALUES** **CALCULATIONS BASED ON THE FOLLOWING VALUES** **CALCULATIONS BASED ON THE FOLLOWING VALUES** **CALCULATIONS BASED ON THE FOLLOWING VALUES** Q •RIDGE VENTS 15 SQ.IN.OF NET FREE AREA/LINEAR FT. •RIDGE VENTS 15 SQ.IN.OF NET FREE AREA/LINEAR FT. •RIDGE VENTS 15 SQ.IN.OF NET FREE AREA/LINEAR FT. •RIDGE VENTS 15 SQ.IN.OF NET FREE AREA/LINEAR FT. > O •OFF-RIDGE VENTS 138 SQ.IN.OF NET FREE AREA/UNIT •OFF-RIDGE VENTS 138 SQ.IN.OF NET FREE AREA/UNIT •OFF-RIDGE VENTS 138 SQ.IN.OF NET FREE AREA/UNIT •OFF-RIDGE VENTS 138 SQ.IN.OF NET FREE AREA/UNIT IJJ 0 •SOFFIT VENTS 11 SQ.IN.OF NET FREE AREA/SQ.FT. •SOFFIT VENTS 11 SO.IN.OF NET FREE AREA/SQ.FT. •SOFFIT VENTS 11 SQ.IN.OF NET FREE AREA/SQ.FT. •SOFFIT VENTS 11 SQ.IN.OF NET FREE AREA/SQ.FT. (Values to be verified with Manufacturer Specifications) (Values to be verified with Manufacturer Specifications) (Values to be verified with Manufacturer Specifications) (Values to be verified with Manufacturer Specifications) J Ljj ATTIC VENTILATION REQUIRED ATTIC VENTILATION REQUIRED ATTIC VENTILATION REQUIRED ATTIC VENTILATION REQUIRED ''^^ � .r_ � 1/150 Rule 1/300 Rule 1/150 Rule 1/300 Rule 1/150 Rule 1/300 Rule 1/150 Rule 1/300 Rule Cn 0) ate+ SQ. IN. of SQ. IN. of SQ. IN. of SQ. IN. of ATTIC SQ. FT. of SQ. FT. of ventilation ATTIC SQ. FT. of SQ. FT. of ventilation ATTIC SQ. FT. of SQ. FT. of ventilation ATTIC SQ. FT. of SQ. FT. of ventilation — > SQ. IN. of SQ. IN. of SQ. IN. of SQ. IN. of SQ. IN. of SQ. IN. of SQ. IN. of SQ. IN. of •: O O SPACE vented vented to be VENTS SPACE vented vented to be VENTS SPACE vented vented to be VENTS SPACE vented vented to be VENTS ventilation soffit ventilation soffit provided NEEDED ventilation soffit ventilation soffit provided NEEDED ventilation soffit ventilation soffit provided NEEDED ventilation ventilation > m Y U r required required p required required p required required p soffit soffit provided NEEDED cV q q q q q q required required o O N needed needed by upper needed needed by upper needed needed by upper needed needed by upper m +•' O ventilators ventilators ventilators MAIN MAIN MAIN ventilators i � (V MAIN 1 J N FLOOR 2442 2344 213 1172 53 586 4.2 FLOOR 1658 1592 145 796 36 398 2.9 FLOOR 1509 1449 132 724 33 362 2.6 FLOOR 1836 1763 160 881 40 441 3.2 (6 }; (Zone 1) (Zone 1) (Zone 1) (Zone 1) U) o LoC N E a m O o ' J U Q a Reference No. 20-7274 Sheet: 4 . 0 SCALE: ROOF PLAN 3/1611 = 1 ' ELEVATION 'A' 12 12 12 6 6 6 12 6 ROOFING MATERIAL PER ROOFING MATERIAL PER ELEVATION INSTALLED PER ELEVATION INSTALLED PER SPEC OVER APPROVED PRE-ENGINEERED ROOF SPEC OVER APPROVED PRE-ENGINEERED ROOF UNDERLAYMENT OVER TRUSS @ 24"O.C.MAX UNDERLAYMENT OVER TRUSS @ 24"O.C.MAX ROOF SHEATHING ROOF SHEATHING INSULATION PER FBC AND INSULATION PER FBC AND ENERGY FORM SUBMITTED ENERGY FORM SUBMITTED WITH APPLICATION WITH APPLICATION DECORATIVE CEMENTITIOUS 1/2" CEILING BOARD ----------------- FINISH OVER CMU 1/2" CEILING BOARD (PER ASTM C-926) Z O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _5/8"GYPSUM BOARD OR_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5/8"GYPSUM BOARD CD 1/2"HIGH STRENGTH LINTEL PER 5/8"GYPSUM BOARD O > ? CEILING BOARD PLAN OR 1/2"HIGH STRENGTH WINDOW PER ? O OR 1/2"HIGH STRENGTH WINDOW PER w CEILING BOARD MANUFACTURER'S U 'p CEILING BOARD MANUFACTURER'S j Q DECORATIVE SPECIFICATIONS. o i I SPECIFICATIONS. z o ¢ GARAGE DOOR o DECORATIVE KITCHEN CEMENTITIOUS FINISH o U PER PLAN o CEMENTITIOUS FINISH o w co (PER ASTMC926) LANAI G AT RO M IT HE ? LAUNDRY GARAGE o D (PERASTMC926) LANAI DINING FAMILY ROOM FOYER U ENTRY To the best of the Engineer's knowledge,information and belief, the structural plans and specifications contained within these 1/2"GYPSUM WALL U 1/2"GYPSUM WALL ° drawings comply with the 2020 Florida Building Code- BOARD OVER 3/4" a BOARD OVER 3/4" Residential 7th Edition.Engineer's signature and seal is only for PT.FURRING STRIPS PT.FURRING STRIPS the structural engineering portions of the drawing pages bearing SLOPE SLOPE g 9 P 9 P 9 9 SLOPE SLOPE 1st FIN FLR. — — — E— — — — — — — 1st FIN FLR. Engineer's signature and seal. E — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . .... , III II_ CONIC FOOTING II III: u) CONIC FOOTING III_ l =_L CONIC FOOTING 1 SEE STRUCTURAL _ CONC FOOTING %III_ Ih II W SEE STRUCTURAL ICI I� 11 DRAWINGS FOR illll=IIIII F DRAWINGS FOR UNIT 1776 SEE STRUCTURAL -1I- I II UNIT 1658 OMPACTED CLEAN FILL SEE STRUCTURAL _III�I I—T�'� g o N ° N � -1 DRAWINGS FOR —COMPACTED CLEAN FILL SIZE AND REINF. N 6 � � DRAWINGS FOR _u�" SIZE AND REINF. O o 6 y - LL W SIZE AND REINF. SIZE AND REINF. 0 ^ Go J w d Ln w/VAPOR BARRIER w/VAPOR BARRIER 3 a. Q Nf)V 3 LL !A N J LL 3 a i �7 _ o� z1, Y t Z o 0 3 '�NCO 0 J 1 INLL og �rn °0 m Q IN U) ¢ a 0 04 �. M Do CS Zir N O 3 O U U _j v) - W ❑❑❑ SCALE: SCALE: Z o BUILDING SECTION - A 3/16" = 1 ' BUILDING SECTION - B 3/16" = 1 ' N M z O N � cn o LL Lu U Ca W p U ~ o Lo U � t• U o y Tn Y 0 N m e IIlO VI Builder: Q> M W Y � E N Q M X D_ L WL WW WW mir m J 12 12 o12 C� 6 6 6 12 6 ZPRE-ENGINEERED MROOFING MATERIAL PER ROOFING MATERIAL PER Job Information: ELEVATION INSTALLED PER F- ELEVATION INSTALLED PER PRE-ENGINEERED SPEC OVER APPROVED TRUSS SYSTEM BY SPEC OVER APPROVED TRUSS SYSTEM BY UNDERLAYMENT OVER OTHERS i UNDERLAYMENT OVER OTHERS ROOF SHEATHING 7 L ROOF SHEATHING INSULATION PER FBC AND IILATIN PER FBC AND ENERGY FORM SUBMITTED F"1SGY'E FORM SUBMIRED WITH PERMIT APPLICATION WRH PER MIT APPLICATION W Q a) L-X"OR J4"HIGH STRENGTH %"OR&HIGH STRENGTH \ O CEILING BOARD r---------------- CEILING BOARD Ll W — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - — — - - - - —� - - - - - - - - - - - - - - - - - - - - - - - W Z — — — — — — — — — — — 1/2"GYPSUM WALL — — — — — — — — — — — — — — — O DOOR PER BOARD OVER 3/4" /i/A■ W �CEM AS PER S FINISH OVER W EMENTITIOUS FINISH OVER MANUFACTURER'S U PT.FURRING STRIPS CMU AS PER ASTM C-926 U MID AS PER ASTM C-926 SPECIFICATIONS. KITCHEN o o KITCHENGo �o o bocc LANAI 00 GREAT ROOM FOYER ENTRY MASTER BEDROOM o FOYER ENTRY O P ■ •� SLOPE SLOPE SLOPE > 1 — —� — 1st FIN FLR. _j L 1st FIN FLR. U co II II =_ CONC FOOTING SEE m �� I GONG FOOTING SEE -�� III ��I M l�l STRUCTURAL SIZEAN REI -III�I OMPACTED CLEAN FILL w/ UNIT 1509 III w V 4 STRUCTURAL DRAWINGS FOR III K" }� O SIZE AND REINF. CONC FOOTING SEE SIZE AND REINF. U NIT 1 ONC FOOTING SEE STRUCTURAL DRAWINGS FOR OMPACTED CLEAN FILL W/ STRUCTURAL DRAWINGS FOR 1 Aca VAPOR BARRIER SIZE AND REINF. VAPOR BARRIER SIZE AND REINF. � � � T �'/nJ V0 L / C N N E N 0 O o 'D O J U ¢ a Reference No. 20-7274 Sheet: 5 . 0 SCALE: SCALE: BUILDING SECTION - C 3/16" = 1 ' BUILDING SECTION - D 3/16" = 1 ' FLASHING REQUIREMENTS FOLD UP WEATHER R703.1 General. Exterior walls shall provide the building with a weather-resistant exterior wall envelope. The exterior wall envelope shall include flashing as RESISTIVE BARRIER& WEATHER RESISTIVE p 9 p P 9 TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING EXTERIOR SHEATHING described in Section R703.4. WEATHER RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the -...' s-. g BARRIER wooD FRAME CONSTR. wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior TAPE EXTERIOR REFER TO TECHNICAL Water that penetrates the exterior cladding. SELF-ADHERED FLASHING. 3/4"-1"BEAD OF CONSTR. LETTER ON CHEMICAL p SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER s COMPATIBILITY OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN ° ° ° R703.2 Water-resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved WALL BY 6 IN. UP JAMB 6".USE LIQUID NAIL BRAND SELF-ADHERED FLASHING Water-resistive barrier shall be applied over studs or sheathingof all exterior walls No. 15 asphalt felt shall be applied horizontal) with the u (ASSEMBLED WINDOW) OR EQUAL WEATHER PROOF CAULKING ° - pp p pp y, upper layer lapped overt e lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be 2 O WEATHER z ° installed in accordance with the water-resistive barrier manufacturer's installation instructions. The No.15 asphalt felt or other approved water-resistive SELF-ADHERED FLASHING ° RESISITIVE barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the BARRIER SEAL TOPS OF JOISTS 1 exterior wall envelope as described in Section R703.1. UNDER DECKING SUBFLOOR ° (SEE DETAIL WP07) ° ° SELF-ADHERED FLASHING SELF-ADHERED FLASHING R703.7.3 Water-resistive barriers Water-resistive barriers shall be installed as required in Section R703.2 and, where applied over wood-based sheathing, HEAD FLASHING TIE-IN INSTRuxTIONs: shall include a water-resistive vapor-permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be 1. Cut,fold up&temporarily secure weather RIM JOIST 2 installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended resistive barrier above header to allow for to drain to the water-resistive barrier is directed between the layers. NAILING FLANGE flashing installation 1 Exception: Where the water-resistive barrier that is applied over wood-based sheathing has a water resistance equal to or greater than that of 2. Self-adhered flashing plus head flashing under 1 weather resistive barrier 1 2 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head DO NOT FLASH OVER 'Z 'Z BOTTOM NAILING 8 flashing and seal with tape FLANGE R703.4 Flashing. Approved metal flashing, vinyl flashing, self-adhered membranes and mechanically attached flexible flashing shall be applied shingle-fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid-applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. SELF-ADHERED FLASHING Scale: NTS FLANGED WINDOW � SELF-ADHERED FLASHING SELF-ADHERED FLASHING � Self-adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER , EXTERIOR DOOR WITH DECK- SECTION A , HALF ROUND WINDOW / wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjoint expansion and contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid-applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the MECHANICALLY FASTEN IF RUBBERIZED ASPHALT water-resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanical) attached flexible flashin s shall comply with AAMA 712. EXTERIOR SHEATHING RUBBERIZED 3/4"-1"BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE q g y g p y INSTALL SELF-ADHERED THROUGH SELF-ADHERED ASPHALT ADHESIVE Flashingat exterior window and door openings shall be installed in accordance with one or more of the following: ADHESIVE TO BE APPLIED UNDER FLASHING JAMB&HEAD THRESHOLD OF DOOR AND RETURN FLASHING,SEE FLASHING SELF-ADHERED FLASHING SHEATHING UP JAMB 6".USE LIQUID NAIL BRAND FLANGED WINDOW 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 1 instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be SCORED installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of RELEASE PAPER the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings usin an flashing shall incorporate flashing or protection at q g9p g p 9 SELF-ADHERED FLASHING, ��o (BEFORE FOLDING,SCORE the head and sides. RELEASE PAPER TO EXPOSE VERTICEXTENDALLY AMIFRO MINIMUM 6" ADHESIVE AS SHOWN) SELF-ADHERED FLASHING To thebeuralst theEandsprsknations o taindwithnthn and belief, VERTICALLY FROM PATCH the structural plans and specifications contained within these BOTTOM OF drawings comply with the 2020 Florida Building Code- THRESHOLD 1.2. In accordance with the flashing design or method of a registered design professional. Residential 7th Edition.Engineers signature and seal is only for 1.3. In accordance with other approved methods. the structural engineering portions of the drawing pages bearing Engineers signature and seal. SECTION-A(SEE DETAIL WP02) 1.4. In accordance with FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 or FMA/AAMA/WDMA 400. 0 3 2 W o 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. a M - N m 2 1 SELF-ADHERED FLASHING 3. Under and at the ends of masonry, wood or metal copings and sills. 0 �, LL a H �� � V � w a V o a r�,y - tj S F-ADHERED FLASHIN11 G 1 4. Continuously above all projecting wood trim. a @ 3 a w J z O SELF-ADHERED FLASHING y ,' / 2 - _ T Y Q 4 3"MIN 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood frame construction. Z a O SEAL TOPS OF JOISTS 1 6 4 6. At wall and roof intersections. _ � N ° m ° J y t o f O w W o 2 m rn m UNDER DECKING W U) ¢ d (SEE DETAIL WP07) 2 7 5 7. At built-in gutters. Z � co z° � D o Z O U U _j u SELF-ADHERED FLASHING SELF-ADHERED FLASHING SELF-ADHERED FLASHING EXTERIOR DOOR WITH DECK KUM� ' INSIDE CORNER , OUTSIDE CORNER • THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL V M FLASHING AND WATERPROOFING METHODS TO BE USED. z N .co O LEGEND Z Zoe J SELF ADHERED FLASHING(SAF) D D a � STRIP OF SAF DRAINAGE PLANE(DP)WEATHER RESISTANT - CNI BARRIER(WRB) DRAINAGE PLANE WRB BOND BREAK WEATHER RESISTANT BARRIER LL SELF FURRING(SF)LATH -f\✓^\ �M a--r cn PLASTER ACCESSORY �_ w -9 BOND BREAK WRB SHEATHING,'OSB',PLYWOOD,DENSGLASS Ucc u g wss SF LATH N c 04 �V) WRAP DP WRB ONTOTHE VERTICAL E U c SURFACE TO TOP OF 7/8"Cement Plaster = 77 t $ =0✓4.. FLANGE AS AN AIR BARRIER I in accordance witho 3-1/2"INCH FLANGE I ASTMC926 7/8"Cement Plaster m o Felt backed metal in accordance with - - - - - - J lathe in accordance ASTMC926 Builder: with ASTMC1063 Q Felt backed metal II :. Building Paper lathe in accordance j M TIC I� STRUCTURAL FRAMING _ with ASTMC1063 Y PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. I: : 7/16"O.S.B. E (V i DO NOT SEAL. STRUCTURAL SHEATHING '�� i , sheathing Building Paper Q co CONTINUOUS BACKER ' i' � J ROD&SEALANT I; STRIP OF SAF P - tL DRIP SCREED PLASTIC �� / Metal � ' 7/16 O.S.B. � I W sheathing ACCESSORY __ - ( _ N II DRAINAGE PLANE WRB Flashing LU W BOND BREAK WRB Weep Screed LLJ LU A I Installed As Per w I� SF LATH m I; Manufact. Specs. A Maintain J m Bottom of Stampede or similar Z) J Wee Screed LIL cau APPLY A LIQUID APPLIED FLASHING OR SEALANT TO ALL BUCK SURFACES lk bottom 0 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN p joint only � O 1 1/2"to 2" 1 (� ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE O PLASTER STOP -J� INSTALLATION OF THE BUCK/RECEPTOR. THAT WILL BE IN DIRECT CONTACT WITH THE MASONRY ROUGH OPENING. Above Roof Weep Screed CDA Sheathing Installed As Per co CONTINUOUS BACKER ROD &SEALANT Manufact. Specs. Job Information: CEMENTITIOUS FINISH Cement Plaster 1/2"Cementitious Decorative Finish in accordance with ASTMC926 All inside and r� N_ over wood 2nd m�°�0® outside corner will Q SOFFIT/CANTILEVER --- - r� floor m ®°®m®®® ® need to be miter E cut and caulked all > O butt joints need to W _C becaulked using W m e Stampede or sim. SELF-ADHERED FLASHING caulk for all (n PRODUCTS DETAILS ._° WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. PER FBCR (CURRENT EDITION) T Note: m V) Detail Instructions 'V oN The building paper and metal lath must be = Refer to the number marked as #Oin each detail that corresponds to the numbered items in the list of instructions below: r� g p p CO J cv Cement installed over the top of the weep screed. CU 0 Plaster > 1. Install self-adhered flashing in order as shown by numbers > Cn w 2. Install flashing and weather resistive barrier to form water shedding laps over 1st floor ck C:) 3. Self-adhered flashing can be substituted for building paper C i/i N 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -for ease of E o installation and to minimize scoring cuts J 0 a 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of C D V1 Reference No. flashing material (6"x 6" Minimum) 20-7274 6. Fold as shown by arrows APPLY A FILLET BEAD OF SEALANT INTO THE PERIMETER JOINT AND INTO APPLY A LIQUID FLASHING OR A SELF-ADHERING FLASHING MEMBRANE WEEP SCREED DETAIL Sheet: 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner JOINERY BETWEEN THE END OF THE BUCK AND THE MASONRY/SILL PER AAMA 711 TO THE EXPOSED EXTERIOR FACE OF THE BUCK AND THE 8. Mechanically fasten as necessary (TOOL SEALANT). RETURN SURFACE OF THE HEAD AND JAMB (INTERIOR SURFACE OF THE SCALE: NOT TO SCALE BUCK IS LEFT UNSEALED). 6 . 0 SCALE: WATERPROOFING DETAILS NTS WOOD FRAMING FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather-resistant exterior wall envelope.The exterior wall envelope shall include flashing as described in Section R703.4. -------------- —————— I INTERIOR SHEATHING�� I Ell Lap Siding R703.1.1 Water resistance.The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior WOOD FRAMING water that penetrates the exterior cladding. I I I LAP SIDING WATER RESISTIVE BARRIER R703.2 Water-resistive barrier. One layer of No. 15 asphalt felt,free from holes and breaks,complying with ASTM D226 for Type 1 felt or other approved MX XXA1 I I I I I water-resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally,with the upper layer - _ INSULATION PER FBC AND I I � I lapped over the lower layer not less than 2 inches.Where joints occur,felt shall be lapped not less than 6 inches.Other approved materials shall be ENERGY FORM SUBMITTED I I I I I I installed in accordance with the water-resistive barrier manufacturer's installation instructions.The No.15 asphalt felt or other approved water-resistive WITH PERMIT APPLICATION I WATER RESISTIVE BARRIER INSULATION PER FBC AND barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the I I ENERGY FORM SUBMITTED I I I MIN. 1 1/4"OVERLAP exterior wall envelope as described in Section R703.1. LEAVE APPROPRIATE _ I I I I WITH PERMIT APPLICATION I I GAP AND CAULK I I I I I I I INTERIOR SHEATHINGS I I R703.7.3 Water-resistive barriers Water-resistive barriers shall be installed as required in Section R703.2 and,where applied over wood-based sheathing, Trim Boards I I EXTERIOR SHEATHING shall include a water-resistive vapor-permeable barrier with a performance at least equivalent to two layers of Grade D paper.The individual layers shall be I I I I IP q Y P P Y I I I I I installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4)intended ul I I I to drain to the water-resistive barrier is directed between the layers. I EXTERIOR SHEATHING LEAVE APPROPRIATE I >— < I I I STARTER STRIP Exception: Where the water-resistive barrier that is applied over wood-based sheathing has a water resistance equal to or greater than that of GAP AND CAULK I I I I LF�_ _ 60-minute Grade D paper and is separated from the stucco by an intervening,substantially nonwater-absorbing layer or designed drainage space. I INTERIOR WOOD FRAMING II I R703.4 Flashing.Approved metal flashing,vinyl flashing,self-adhered membranes and mechanically attached flexible flashing shall be applied I1/4"GAP, DO NOT CAULKINSULATION PER FBC AND I I SHEATHING I I I shingle-fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid-applied membranes used as flashing ENERGY FORM SUBMITTED I I I WINDOW HEADER shall be applied in accordance with the manufacturer's instructions.All flashing shall be applied in a manner to prevent the entry of water into the wall cavity WITH PERMIT APPLICATION I IZ-FLASHING or penetration of water to the building structural framing components. ------------ -- Self-adhered membranes used as flashing shall comply with AAMA 711.All exterior fenestration products shall be sealed at the juncture with the building II ------------------- I . . 9 pY P 1 9 wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction,ASTMC1281,AAMA WATER RESISTIVE BARRIER I I I I LEAVE APPROPRIATE I TRIM BOARDS 812, or other approved standard as appropriate for the type of sealant. Fluid-applied membranes used as flashing in exterior walls shall comply with AAMA IT GAP AND CAULK 714.The flashing shall extend to the surface of the exterior wall finish.Approved(lashings shall be installed at the following locations: WOOD I —FLASH WINDOW PER MANUFACTURER EXTERIOR SHEATHING FRAMING oo ooI RECOMMENDATION 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the I I = TRIM BOARDS water-resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. — J I WINDOW FRAME Flashing at exterior window and door openings shall be installed in accordance with one or more of the following:I I - - - - - - - - - - - - - - LAP SIDING I 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's I instructions, in accordance with the flashing manufacturer's instructions.Where flashing instructions or details are not provided, pan flashing shall be I LAP SIDING installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of 7LEAVE APPROPRIATE A the exterior wall finish or to the water resistive barrier for subsequent drainage.Openings using pan flashing shall incorporate flashing or protection at GAP AND CAULK the head and sides. 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. INSIDECORNER 2 OUTSIDE CORNER 3 WINDOW/DOOR HEAD 1.4. In accordance with FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 or FMA/AAMA/WDMA 400. SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" 2.At the intersection of chimneys or other masonry construction with frame or stucco walls,with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry,wood or metal copings and sills. 4. Continuously above all projecting wood trim. To the best of the Engineer's knowledge,information and belief, the structural plans and specifications contained within these A 5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-frame construction. drawings comply with the 2020 Florida Building code- Residential 7th Edition.Engineer's signature and seal is only for 6.At wall and roof intersections. the structural engineering portions of the drawing pages bearing WINDOW FRAME 7.At built-in gutters. Engineer's signature and seal. I I I I I FLASH WINDOW PER MANUFACTURER H I I LAP SIDING J1RECOMMENDATION THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL g o N ' N J INTERIOR SHEATHING I I fff _ _ _ 0 0 Lo u_ IF TRIM IS PROTRUDING FLASHING AND WATERPROOFING METHODS TO BE USED. I I WOOD FRAMING a � a 3 Lu N a I I I ~BEYOND WINDOW SILL IT H `�M 3 Y I I INSULATION PER FBC AND I MUST BE FLASHED I I I ENERGY FORM SUBMITTED I t7 J o r 3 Z rr Y WOOD FRAMING WATER RESISTIVE WITH PERMIT APPLICATION INTERIOR SHEATHING j I I TRIM BOARDS Z o f o of w I I BARRIER I I CLEARANCE AND FLASHING REQUIREMENTS W o ^ ° m m Q I I I WOOD FRAMING EXTERIOR SHEATHING i I Z L Z � ui o I I I RI CLEAVE APPROPRIATE GAP LL 3 N a Q � 0 I I j l AND CAULK Figure 3 Figure 4 Figure 5 Figure 5 Z 00 0� co ------ ---------- -------- I I Roof b Wall'l ftrrzontal Flashing Kickout Flashing Slabs, Path, Steps to Siding W I - I MIN. 1 1/4' OVERLAP — --------- -------- I I I , I I I I I I WATER RESISTIVE BARRIER II II I II II I -Flashing A� required rec (D c9 M bg IRC code z N o I I , min #n.x4n z O INSULATION PER FBC AND I I INSULATION PER FBC AND I I I .. a ENERGY FORM SUBMITTED EXTERIOR SHEATHING Min. Va in. 4 Q� ENERGY FORM SUBMITTED I I I 1I — WITH PERMIT APPLICATION I = I I I WITH PERMIT APPLICATION I I Dv not caulk S a I �9t. � 1ff. — � � OI I EXTERIOR I j MIN. 1 1/4"OVERLAP k, U' I I I SHEATHING I I I I o „ WATER RESISTIVE BARRIER I I . I I I DOOR WIN I I I I IIfUr„ Figure S Figure 9 Figure 10 Figure 11 u — I I JAMB I I I Ground to Siding Gutter w Siding Sheltered Areas MortartMasonr �� c I I I LEAVE APPROPRIATE GAP I I _ �N I I FLASHING TAPE AND CAULK I I I : Ja" I f13 Cn INTERIOR SHEATHING -I I LAP SIDING - a--: L-Flashing 4 LLJ I I _ TRIM BOARDS LAP SIDING I I I I Flashing ® J E Z-Fla tilng 2-Fl hing t $ Ir lire. I Q N m �m in. !4 in. VI Builder: # i # 6 in. Q i in. J n'. VJ 3: c� in. � in. Y CO HORIZONTAL LAP VIEW DOOR / WINDOW JAMB WINDOW SILL Q M 4 5 6 Figure 12 Figurc 13 Figure 14 o- SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" � Drip Edge Block Penetration ValleylShingle Extension L1J ILL. N ILL. uJ N LLJ LLI I I LAP SIDING lIII IIII I lII I I _ Min. m LL WOOD FRAMING INTERIOR SHEATHING LAP SIDING caU m� WATER RESISTIVE BARRIER J INTERIOR SHEATHING INTERIOR SHEATHING 5 ILL WALL FRAMING EXTERIOR SHEATHING I LAP SIDING I I I STARTER STRIP WOOD FRAMING I I INSULATION PER FBC AND I I I z O I I I I I ENERGY FORM SUBMITTED I I I co WATER RESISTIVE BARRIER I I I I I I I WITH PERMIT APPLICATION I I I Job Information: I I I 1/4"GAP, DO NOT CAULK I I I I WATER RESISTIVE BARRIER I I INSULATION PER FBC AND I I I f V I� I I I I I f BLOCKING AS REQ'D ENERGY FORM SUBMITTED EXTERIOR SHEATHING r FLASHING I I I I I WITH PERMIT APPLICATION I I EXTERIOR SHEATHING I I I I TRIM AROUND OPENING MIN. 1 1/4"OVERLAP I I I I N PT. BOTTOM PLATE I I I I, MIN. 1 1/4"OVERLAP FOR BAND BOARD ttr� N FIXTURE Q I I I I I I I APPLICATIONS,A WATER PENETRATION t t I I I I I FLASHING IS I RESISTIVE t I - W 0 I I I PT BOTTOM PLATE I I REQUIRED OVER BARRIERS t t t �` J SILL SEAL/ I I I THE TRIM LL1 ?> MOISTURE BARRIER I 1WBbN-Faslative barrier 1 t t O I I I I BOARD AND t STARTER STRIP I I BATTEN Framcd vial whh ^^ V '' I I STARTER STRIP I I SIDING atucb.�ahmfNng I i '- ♦ (0 I I I I SILL SEAL MOISTURE I I SHEATHING Co I I TRIM BOARDS — — BARRIER I I = INSULATION PER FBC AND � MIN. 1"-2"CLEARANCE DEPENDING I I f? - I N LEAVE APPROPRIATE GAP ON SPECIFIC ZONE PER d G I > m Y U r ENERGY FORM SUBMITTED I I I AND CAULK MANUFACTURER a I I 1/4" IN. GAP 4 I o �O .O NO WITH PERMIT APPLICATION I I I d I � � m N U (V I I PATH/DRIVEWAY/SLAB Cn I I I CONCRETE SLAB/ BLOCKING/ FLASHING I 00 N CV SUPPORT IF I w ! .. +'' J O I I MASONRY FOOTING MIN. 6"GRADE CLEARANCE natnllfwarymndaof I c I I I CONCRETE SLAB/ REQUIRED planktalbuttloFf l a--' I I PER STRUCTURAL I TRIM BOARD large gs�arerna .. (n CD I I 4 MASONRY FOOTING I SWWor butt jairrta n mini- 1he edo a el irerrefer O LAP SIDING I PER STRUCTURAL I CAULK IF ane2Yr,syauor7e co LO Munn a I 1 I I GRADE I REQUIRED �JOirrttleehlnyIn.O.C.traning I I I LAP SIDING o o c I I t I I I I ~M IN. 1 1/4"OVERLAP I ErrJs of planke mwvt a a HARDSCAPE CLEARANCES DECKS l�,°°w�� ud. Reference No. 1 1 I '.klerrtar alp builds cut aid'ng 20-7274 FIXTURE PENETRATION 8 PORCHES, PATIOS, WALKWAYS, ROOFS, ETC. s GRADE CLEARANCE tot*piuWangrI& Sheet: SCALE: 3"=1'-0" SCALE: 1/2"=1'-0" SCALE: 3"=1'-0" 6 . 1 SCALE: WATERPROOFING DETAILS - SIDING NTS COMP. COMP. COMP. COMP. WP WP WP WP HB GFI HB GFI HB HB GFI GFI I LANAI LANAI LANAI i P P INSTALL FAN*,BOX PREWIRE \ MASTER BEDROOM MASTER BEDROOM BEDROOM 2 \ \ \ \ / INSTALL FAN / i LANAI MASTER BEDROOM / Q INSTALL FAN MASTER SUITE I BOX PREWIRE WP / /BOX PREWIRE \ GP �F' — MASTER BATH GFI I / / WP INSTALL FAN INSTALL FAN / GFI \ / INSTALL FAN INSTALL FAN I / BOX PREWIRE JJJ��� BOX PREWIRE \ I / BOX PREWIRE I I / BOX PREWIRE INSTALL FAN GFI Y �J KITCHEN I GFI Z I / INSTALL FAN / I a BOX PREWIRE I \ / / \\ \ FOR HOOD. / /BOX PREWIRE / /1 / \ \� SWITCH IN WIP GFI \ LLr\ \ CABINET �FI I \\ I \ U I \ SINK 3 Q IDW GFII UU- 1 _ QC /SD CM/SD \ CFI JU 9 —�l 0�/ 3 3 3 \ IP---- L �_- \ \ STALLFAN \ CM/SD \ I DINING GFI __ s — - // I \\ _ — _ \ W.I.C. W.I.C. I c \ \ I BOX PREWIRE \ I BA 2 J I GFI — � / — �/ I W.I. M \ \ O \ GREAT ROOM Q I LAV N \ \ \ I X1PL GFID IH II I — i / / DW C6FI P\\ \ \ \ \ 'a we \ \ I I \ ASTER BATH \ I I G/ \ 1 NSTALL FAN =u O Q \\ f� • / / / I O \ I BOX PREWIRE I * SIN �E I INSTALL FAN 3 Q To the best of the Engineer's knowledge,information and belief, Uc / GREAT ROOM \ \ GFI J \ sC I I \ BOX PREWIRE I I I o� U / the structural plans and specifications contained within these V I GREAT R O 0M GF I I drawings comply with the 2020 Florida Building Code- SIY \ V P I \ \ I I INSTALL FAN Residential 7th Edition.Engineer's signature and seal is only for - —r— — \ MASTER BATH \ I BOX PREWIRE the structural engineering portions of the drawing pages bearing GFI GFI \ / KITC'HEN I Engineer's signature and seal. C �( KCD IDcFn A �� \\ o �� �°` A pd��/ I I BED1�00n^ 2 SWITCH IN \ \ I VP WC \\ VP �Vp WC I \ GFI I F v E n I _ CABINET KITCHEN \ I INSTALLFAN� I I I \ \ L44 / a p oM U N yt GFII \ AHu GF ° WC o W.I.C. BOX PREWIRE WC GFI / / \\ \ / SD I // V oo 1MILY ROOD — 1 7 MnRAN E m / \ s s �NoV a / BA2 �� I — � HOWE A // \ Q CJ � 3 W rq 3 F mu_ i� S a w Z M Z m c O / o � \I /Tu BATH/ c sD � \ �} � J � Y \\ \\ \ \ I CM/SD AHU ------ li "' (9 N cD ' O J t m o O � W \ I FOYER / \ \ / \ iu o m � n cM�isD \ I GF \ n I \\ i BA 2 LL N CO Z ac D 0 s6 — \I FLEX/OFFICE I rU LL I FI \ \ 15 o I \ \ 3 ®— / I \\ Z o U / s /� — 3 - I // 1 jb o l M / \ ` / i �EDRO6M 3 INSTALL FAN GFI INSTALL FA 1 \ \ \ BEDROOM 3 \ SHOWER / II IL— 3 WC GFI Tua I \ I (D M BOX PREWIRE BOX PREWIRE \ I w \ \ \ GFI \ I M I FLEX/OFFICE \ \ _ / �u O / LAV I \ INSTALL Z c� r INSTALL FAN \ / IIJI \ BOXINSTAL FAN O j Z I — o o GFI FOYER (D \ \ / Q F / I S \ BOX PREWIRE LED I 0 I BOX PREWIRE z BEDROOM 3 / // _ BOX PREWIRE — / c Z I LAUNDRY I SHOWER Bq 3 o Q J LED / i \ / FI =w KIT EN FI BED OOhGI 2 / \ / � l/,/�! a z , / 1 m ► \ ' LED QI CMO/SD GFI @ 48" PANEL \ • 3 U I I INSTALL FAN \ / DB / I ,(1��OYER / Z J U \ D. W. \ BOX PREWIRE / I / `ram 3 / GFI 0 o O \ LF GFI \ GFI 1 O GFI �4 N LL GFI @ 48" PANEL -- \ CM/SD / - ur c _- -- \ I PANEL GFI @ 48" U m I \ I \ 1 1 PANEL GFI @ as° O w N wss IFIZ\ (n c N 's GFI r--I / E---PC 1M TcTTFC� r— r-=_-Pc�ni a,rrc� / I DB \\ENTRY \\ L-- - _- 75 Sl5 \\\ I 111 I CM/SD / / DB I l L--------J ® W J I FOYER / / i \i i / / INSTALL I -ENTRY c °' 11 / I U o y BEDRCII — � EN FRY( / / \ / wP WP _ m i-4 2 GFI @ 48" / GFI INSTALL FAN GFI @ 48" GARAGE a GARAGE / BOX PREWIRE GFI / ARAGE Q N / GFI O 48" � GFI @ 48" GARAGE / GFI @ 48" / BOX PREWIRE \ \BEDROOM 3 // GFI @ 48" GFI @ 48" - Builder: BEDROOM 4 OPENER �PENER \ \ �PENER I OPENER IIIILL��JJJJJJ IIIILL��JJJJJJ GFI @ 48" _ IIIILL�0JJJJJJ GFI / �GFI / INS�L FAN GFI I GFI Q GAR.DR. I GAR.DR. / BOX PREWIRE I GAR.DR. GAR.DR. P.W. I P.W. / I P.W. I P.W. W Y I / N I A( Y ELECT.ME ER oo DB I o I o METER YY0 � J o i o GF I o I o w w I I I II LU W W I I I HB \ LNLI HB I1 HB I \ \ HB m L- J LL m — — _ _ — — — — — — — KEYLESS • —/ — — — — — — — — — — — — — —KEYLESS / \ • KEYLESS — — — — — — — — — _ — — _ \ • KEYLESS — — — — — — — — — — — — 0 J UNIT 1776 UNIT 1658 UNIT 1509 UNIT 1836 0 CD M Job Information: SCALE: ELECTRICAL PLAN 3/1611 — 1 ' QCn E > O ELECTRICAL LEGEND GENERAL ELECTRICAL NOTES : w NOTES: UNLESS OTHERWISE NOTED, 0 ztt 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16"AFF 8.Carbon Monoxide Protection:carbon monoxide alarms or detectors shall be installed in all dwelling /� D �- POWER SYMBOLS LIGHTING SYMBOLS (general). In a Flood Zone,all electrical equipment to be at or above DFE. units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate ELECTRICAL RISER DIAGRAM V standard,either ANSI/UL 2034,standard for single and multiple station CO alarms or UL 2075,gas Kitchen 44"AFF OPTIONAL OVERHEAD SERVICE 150=350KCMIL WIRE IN 2"CONDUIT = � 110 115 RECEPTICLE WP WEATHER PROOF DISCONNECT INCANDESCENT LIGHT 2'FLOUR.SINGLE BULB and vapor detector sensor,according to the installation. SAME AS UNDERGROUND 150 _ > = �� ��� Bathroom 39"AFF AMP SERVICE 9.R315.1.2 Combination Alarms:combination smoke/carbon monoxide alarms shall be listed and labeled A/C DISCONNECT \ � 0 L Laundry Room 36"AFF by a Nationally Recognized Testing Laboratory. J m U SINGLE POLE RECEPTACLE VP VAPOR PROOF OPTIONAL CEILING FAN PREWIRE WALL MINT INCANDESCENT LIGHT 4'FLOUR.SINGLE BULB r Exterior Waterproof 12"AFF O N 10. Keep all smoke detectors minimum of 36"from bathroom doors. o O SWITCHED RECEPTACLE GFI GROUND FAULT INTERRUPT OPTIONAL LIGHT PRE-WIRE (D WALL WASH FIXTURE 4'FLOUR.DOUBLE BULB Garage-general purpose 48"AFF 11. In new construction,smoke detectors shall be hardwired into an A/C electrical power source and METER MAIN C0 L V N DISC. Range 2"AFF shall be equipped with a monitored battery backup. R #12 COPPER TO APPLIANCES AND GFI N RECESSED LIGHT 150 AMP ., +-' J O QUAD RECEPTACLE A ARC FAULT INTERRUPT OPTIONAL CEILING FAN PREWIRE (� 4'FLOUR.WRAP FLUSH MOUNT LED(REQ.J.BOX) 2.All trim plates and devices to be ganged,where possible. 12. Bathroom exhaust fans must vent to the exterior of the building,ventilation to attic space and soffits SERVICE � � � a--; � is not acceptable. 22KAIC #14 COPPER TO LIGHTS AND OUTLETS BATH FAN AND LIGHT COMBINATION 3.Electrical switches to be at 42"centerline above finished floor. #10 COPPER TO WATER HEATER O CEILING/SOFFIT RECEPTACLE 48 MOUNTING HEIGHT ® FLUSH MOUNT LED(REQ.J.BOX) - - ROPE LIGHTING 13. Chapter 45 Private Swimming Pools-Outdoor swimming pools shall be provided with a barrier UNDGND SERV. 4.Electrical plan is intended for bid purposes only.All work shall be done in strict accordance with #8 COPPER TO RANGE complying with R4501.17.1.1 through R4501.17.1.14. BY POWER CO. L\ the National Electric Code(NEC), latest edition, by a licensed electrical contractor who shall be #6 COPPER TO HVAC LO FLOOR RECEPTACLE GDO GARAGE DOOR OPENER STANDARD CEILING FAN PREWIRE DOUBLE FLOOD LIGHT EMERGENCY LIGHT responsible for the installation&sizing of all electrical,wiring&accessories. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed E within 6'of the outside edge of a sink.This would include the receptacle installed for a washing TYPICAL ELECTRICAL PANEL 0 a a 220 RECEPTACLE PS PULL STRING STANDARD LIGHT PRE-WIRE LOW VOLTAGE SYMBOLS 5.Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. N.T.S. #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO BE machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the Reference No. O 6.Provide AFCI's(Arc-Fault Circuit Interrupters)combination type installed to provide protection of requirement of an outlet every 24".The width of the sink or range is not to be included in the spacing = BONDED TO CONTINUOUS FOOTING STEEL - SD SMOKE DETECTOR y MOTOR O SPECIAL PURPOSE SPEAKER PUSH BUTTON/DOOR BELL the branch circuits in all dwelling units per NFPA 70(Current Edition)and the NEC and as defined of the outlets unless the distance from the sink or range is greater than 12"for straight counter tops INTERSYSTEM BONDING TERMINATION PER NEC 2017,250.94 20 7274 in UL 1699. and 18"for sinks and ranges installed in corner counters. NOTE: Sheet: O CARBON MONOXIDE DETECTOR �i BATH FAN ISO ISOLATED CIRCUIT TV TV OUTLET a DATA OUTLET 7.Provide Tamper Resistant Receptacles as required by the NFPA 70(Current Edition). ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY . O COMBINATION SMOKE AND CM/SD CARBON MONOXIDE DETECTOR SINGLE POLE SWITCH o ELECTRIC PANEL , TELEPHONE �T THERMOSTAT El $3 THREE WAY SWITCH METER BASE 0 DOOR CHIME ❑A ALARM KEYPAD FIRE RETARDANT SHEATHING 4'ON EA.SIDE 4'4" 4'-0" OF WALL NOT STAGGERED OVER PARTY WALL FIRE RETARDANT FIRE RETARDANT SHEATHING 4'ON EA.SIDE SHEATHING 4'ON EA.SIDE OF WALL NOT STAGGERED OF WALL NOT STAGGERED OVER PARTY WALL OVER PARTY WALL 2x BLOCKING BETWEEN TRUSSES + + + + + + + + (2)LAYERS OF 5/8"TYPE W + + + + + + + + + GYP.BD.ON BOTH SIDES + + + + + + + + + X FIRE CAULK EDGES AT + + + + + + + + j EACH SIDE + + + + + + + + + 8"CONC.BLOCK + + + + + + + + CLASSIFICATION D-2 AS PER UL 905(TYP.)OR FRAME WALL WITH EXTERIOR FIRE "'r RETARDANT SHEATHING FASTEN TRUSS TO WALL (1 HOUR RATING) TOP PL.W/SIMPSON A35 GYP.BD.@CEILING CLIPS @ 48"O.C. FASTEN TRUSS TO WALL TOP PL.W/SIMPSON A35 a.45 CLIPS @ 48"O.C. NOTES: 2x8#2 SYP PT.CONT.W/ 1. SEPARATION WALL IN THE ?f': (2)ROWS 4'x3 4'@ 16"O.C. ROOF SYSTEM PROVIDES 2-HRS.PROTECTION PER f W12 2 HOUR FIRE RATED WALL ASW . t t° 1/2"THK.GYP.BD. 2. INSULATION PER FBC AND ENERGY FORM SUBMITTED SCALE-1/2"=V-0" WITH PERMIT APPLICATION 2HR.RATED 8"CMU WALL(SEE PLAN FOR REINF.LOCATIONS) 2 HR FIRE RATED PARTY WALL INSULATION PER FBC AND (SEE UL DESIGN UL 905) ENERGY FORM SUBMITTED WITH PERMIT APPLICATION NO PLUMBING,MECHANICAL EQUIPMENT,DUCTS OR VENTS TO PENETRATE PARTY WALL P/WA 120-0 V #5 DOWEL @ EA VERT. DIVISIOn 09- Finishes REINF.BAR W/STD 9W DBL.1x PT NAILER HOOK IN FTG.&STD LAP 09 21 OO Plaster and Gypsum Board Assemblies SPLICE W/WALL REINF. To the best of the Engineer's knowledge,information and belief, 09 21 16.33 Gypsum Board Area Separation Wall Desi n No. U905 CONC.SLAB(SEEPLAN) the structural plans and specifications contained within these g DBL.1x PT NAILER drawings comply with the 2020 Florida Building Code- e m b I les Residential 7th Edition.Engineer's signature and seal is only for December 20 201 4 t.:' the structural engineering portions of the drawing pages bearing Georgia-Pacific Gypsum, LLC - V Engineers signature and seal. FIN.FUR. Bearing Wall Rating 2HR. N an Design No. GPfWA 120-05 - - W E Co Non-Bearing Wall Assembly Nonbearing Wall Rating-2 HR Q M U (a 't :: .: •-: N 0 m J LL Area Separation Wall This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working CLEANED COMPACTED f 1 0 �, N " Lu a ASTM E119 Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load &TERMITE TREATED FILL m N o LL a - Rating: 2 hours restriction factor shall be used-See Guide BXUV or BXUV7 a 3 a CO U) (3)#5's ON CHAIRS 2 Z Z o Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL o o W Certification (such as Canada), respectively. w o 2 N ° Cr co a 3 rn a ¢ 0 Z 00, - z° � ai o N `o < Q � U 1 2 TYPICAL 1 STORY 2-HR. W ° " o 0 0 .. . _ . . , fNLL W11 �� �•._ ..- -r e:4r�m.. , .r r_ 4 �:: , ... _.� - ti.. ,r� -- �-� FIRE RATED PARTY WALL _ .. if• _ r` .a-".. - SCALE:1/2„=1,_0„ ._•'.- = -• e-a ce�, .,�•- -� �',' " .^�� [ - ■ . Z C4 c � tnl� 1 -, I i I # I r, s } I, I ♦ - `r I j '+ a O I y ., Q r i ,ti _ ■ _ _ rl e ` r-rJ'... __ TC ERTIFIED MANUFACTURER: Georgia-Pacific 2. Gypsum Board: Metal covered using 6-in. (152 -U 3ypsum, LLC mm) wide '/2-in. (12.7 mm) DensArmor Plus �0 c Fireguard C Interior Panels or 1/2-in. (12.7 mm) ry14 N :,ERTIFIED PRODUCT: Gypsum Shaftliner ToughRock Fireguard C gypsum board. E o! .... :,ERTIFIED MODEL: ToughRock Staftliner or 3. Steel Studs: `H' shaped Studs, 1-1/2-in. (38.1 ® U o co DensGlass Shaftliner mm) wide x 2-in. (50.8 mm) deep, roll-formed Q N 0 �m from minimum 0.018-in. thick galvanized steel. 1. Concrete Blocks*-Various designs. Classification D-2 (2 hr). 4'-0" 4'-0" 3ypsum Shaftliner: Two layers 1-in. (25.4 mm) Cut to length 1/2-in. less than the openings height See Concrete Blocks category for list of eligible manufacturers. Builder: ToughRock Staftliner or DensGlass Shaftliner g y g FIRE RETARDANT FIRE RETARDANT g and Spaced a maximum Of 24-In. (610 mm) O.C. SHEATHING 4'ON EA.SIDE SHEATHING 4'ON EA.SIDE nserted in H-Studs 24-in. (610 mm) o.c. 2. Mortar- Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part OF WALL NOT STAGGERED OF WALL NOT STAGGERED Q Portland cement(proportioned by volume)and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. OVER PARTY WALL OVER PARTY WALL 3: STING INFORMATION + + + + + + + + E Q M 3. Portland Cement Stucco or Gypsum Plaster-Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or 0 d J ighRock and DensGlass Shaftliner is fiberglass mat gypsum shaftliner for stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). + + + + + + + + ++ + 4. + + + + + + Z W LL Irwells, shaft wall, duct work, and area separation walls. ToughRock Shaftliner + + + + + + + + + y w LU eels have a gypsum core encased in moisture-resistant green paper facings. 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant + + + + + + + + < W W 1sGlass is backed on both faces with enhanced fiberglass mat. vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. + + + + + + + + + 4 m W + + + +� 1 + + + LL m .E RATINGS 5. Foamed Plastic*-(Optional-Not Shown)- 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). + + + D LL st Standard RatingDesi n NumberFASTEN TRUSS TO WALL 0 Z) g ATLAS ROOFING CORP-"EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield + + TOP PL.W/SIMPSON A35 GYP.BD.@CEILING O ;TM El 19 2-hr G P/WA 120-05 Ply Pro + + CLIPS @ 48"O.C. FASTEN TRUSS TO WALL 0 TOP PL.W/SIMPSON A35 C'7 CLIPS @ 48"O.C. CARLISLE COATINGS &WATERPROOFING INC-Type R2+ SHEATHE Job Information: NOTES: ribute Value 1. SEPARATION WALL IN THE FIRESTONE BUILDING PRODUCTS CO L L C-"Enver eTM ClFoil Exterior Wall Insulation" and "Enver eTM ClGlass Exterior Wall (2)LAYERS OF 1"THK.GYP. ROOF SYSTEM PROVIDES g g 2-HRS.PROTECTION PER teria ASTM E119 (2018a) Insulation" BD.LINER PANELS GAASW 1002. 2. INSULATION PER FBC AND �I Code 09 21 16.33 Gypsum Board Area Separation Wall AssembliesPMENT,DUCTS OR VENTS ENERGY FORM SUBMITTED (n yp p NO PLUMBING,MECHANICAL WITH PERMIT APPLICATION HUNTER PANELS-Types Xci-Class A, Xci 286 ETTOIPENETRATEPARTYWALL Q Resistance 2 Hour Fire Rated o� 3rtek Services Certification RMAX OPERATING L L C-"TSX-8500", "TSX-8510", "Thermasheath-XP", "ECOMAXci", "Thermasheath-3", "Durasheath-3" W ted or Inspected LISTED PARTY WALL R FIRE RATED W (SEE UL DESIGN UL 373) INSULATION PER FBC AND w THE DOW CHEMICAL CO-Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal ENERGY FORM SUBMITTED ting Section WALL ASSEMBLIES WITH PERMIT APPLICATION '^ � Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH �/, cm ec ID 20808 Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-RTM ci Insulation .C: 15/32"SHEATHING SEE �_ > Z3 5A. Building Units-As an alternate to Items 5, min. 1-in thick of Isoc anurate composite foamed plastic insulation boards, nom. 48 b 48 or TB13/SN.0 FOR NAILING m 0 Issued: June 5, 2019 g p y y p p y SEE BRG.WALL SCHEDULE SCHEDULE 96 In. FOR A.B.REQUIREMENTS Y C: r O RMAX OPERATING L L C-"Thermasheath-Si", "ECOBASEci", "ThermaBase-CI", "ECOMAXci FR Ply" „` m +� •- o 2x P.T.PLATE (u V� (,) N 4"CONCRETE SLAB.SEE Z PLAN FOR MORE INFO. CO J (\I * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), r'�- Co o respectively. FIN.FLR. - EXTERIOR WOOD FRAMED WALLLO c� CLEANED COMPACTED f o o ao &TERMITE TREATED FILL J v ¢ a Reference No. Z-0" 20-7274 Sheet: TYPICAL 1 STORY 2-HR. FP- 1 W19 FIRE RATED PARTY WALL Product Ap Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: DADE IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 1st Choice COUNTY APP. NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 COUNTY APP. Products Inc. "Off-ridge vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. ROOFING UNDERLAYMENT: To the best of the Engineer's knowledge,information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code- TAMKO BUILDING TAMKO No. 30 #30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 Residential 7th Edition.Engineers signature and seal is only for 1st Choice PRODUCTS LLC ASPHALT-SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH the Enginecturaleatireandsortionsofthedrawingpagesbearing Engineer's signature and seal. R905.1 .1 0 LO W ^ H v E ipn c o soa Overhead Garage Doors: N o J^ +30.0/-30.0 CLOPAY 53W5 FL16546.8 0 N o LL a 1st Choice 2 x6 P.T. WOOD JAMB WITH ° °° W 16x7 a =u_ u WNW J LL a rr 2 53W5 (5) 1/2" DIA. x 8" "J" BOLTS 0 _ r Z rr Y FL15279.84 3 = . - � o � +30.0/-32.0 CLOPAY oe N & oLu 2nd Choice 8 x 7 W 2 °°' a k a Swing Doors: IL Z N M Z ir N o Q 6 � U THERMA TRU-COR .ALL ONE FL20461.11 z " J `� 1st Choice +67.0/-67.0 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16 X 3 W ❑❑❑ FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4 FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-67.0 THERMA TRU-COR .SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 c� FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. z 2nd Choice PLAST PRO FL15215.2 Q LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) J THERMA TRU FL20461 .2 a Sidelights PLAT PRO FL15215.2 NQ) Ll z Sliding Doors: •v o , MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 w� c N UM1st Choice Alum. reinforced �Z(uNMI WINDOWS & DOORS SERIES 440 SGD 2nd Choice Alum. reinforced FL15332.12 `I W E Windows: U N Y —C N 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" ¢ Q +40/-50 MI WINDOWS FL 17676.9 V Builder: 1st Choice Single Hung (fin) TAPCON ANCHOR WITH MIN. 1 1/4" EMBED. TO ALL FACTORY MI WINDOWS 3500 SERIES Single DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON >_ +40/-50 Hung (flange) FL 17891.2 Q 3540 SERIES SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE YJ M +50.0/-50.0 MI WINDOWS 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x FL17676.2 Y Single Hung (fin) BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE 1 1/2" N MI WINDOWS 3500 SERIES Single INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL17894.4 0- Hung (finless) frame X w LL Mullions: w w N M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 � w 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4 CLL O m M-1926 Horizonte IMINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 1 LL J Mullion EDGE DISTANCE Fixed Glass: o +50.0/-50.0 MI WINDOWS FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH 1st Choice MI 3540 FL18644 R-6 MIN. 1 1/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH Job Information: ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: c� Q N +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction FL16503.4 R-3 E 1st Choice of length > O LU Plygem /Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented - 145 FL12194.2 W o Hurricane Panels: U) � ALL AMERICAN 24" Ga. L6 = � 1st Choice Dade County App. SHUTTER & GLAS Storm Panels 24 GA. STORM PANELS FL16293 R3 = _ > � .\_ '� O O 1 have reviewed the above components of cladding and have approved their \ m Y � U 00 U .0 CD use in the structure. (Architect or Engineer of record) � = � 00 Name: Carl A. Brown Certification Number: F1. # 56126 >� o U) o Name: Luis Pablo Torres Certification Number: F1. # 87864 Ln _ v Name: Certification Number: o o s J U ¢ a VI Reference No. 20-7274 Sheet: PA- 1 TERMITE SPECIFICATIONS GENERAL STRUCTURAL NOTES STRUCTURAL DESIGN CRITERIA SECTION R318 PROTECTION AGAINST TERMITES CAST IN PLACE REINFORCED CONCRETE PRE ENGINEERED WOOD TRUSSES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR CODE CRITERIA METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 PLAN • FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL APPLICATION ISSUED THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST • FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25"AROUND CORNERS OR CORNER BARS WITH EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS • FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS A 25" LAP PROVIDED EACHWAY. FASTENERS"AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. • NFPA 70, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE „ • BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 615, ASTM A706 OR ASTMA 996 WWF SHALL ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE (ACI 318-14) BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6" • SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16). LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURAL -ACI 530-13) POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN 1.5 LBS OF FIBER PER CUBIC 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS •NOTES: YARD MANUFACTURER UNLESS NOTED ON THE PLANS. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION OD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID 6. ALL REINFORCING STEEL/STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WO • APA WO PLYWOOD DESIGN SPECIFICATION E30-16 BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A706, OR ASTMA 996 GRADE WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER • AMERICAN SOCIETY OF CIVIL ENGINEERS: 0-16ASC EI 7-16 PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 60 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST CONCRETE PADS IN ACCORDANCE WITH THE FRAMING DESIGN LOADS: 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED STEEL WIRE OR PLASTIC SUPPORTS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES • ALUMINUM DESIGN MANUAL -AAF20 PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. PLACE BY USING ADDITIONAL CROSS-REINFORCING TIED TO FOOTING REINFORCING. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN Code references are summaries of code sections See FBCR (Current SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LITEL PLAN. ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL Version) for complete information. 7. HIGH STRENGTH SIMPSON SET EPDXY-TIE WAS USED IN THE DESIGN OF THIS PRODUCT. IF INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR ENGINEER OF RECORD FOR WRITTEN APPROVAL. BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GENERAL ROOF LOADING NOTICE TO BUILDER AND ALL SUBCONTRACTORS CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 3000 P.S.I. FOR THE CONCRETE STRENGTH. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SHINGLE METAL TILE HEAVY It is the intent of the Engineer listed in the title block of these documents that these documents be accurate, MASONRY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder FIELD REPAIR NOTES and all subcontractors are required to review all the information contained in these documents, prior to the TOP CHORD LL 20 20 20 20 commencement of any work. The Engineer is not responsible for any plan errors, omissions, or misinterpretations 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TOP CHORD DL 10 10 15 25 undetected and not reported to the Engineer prior to construction. All construction MUST be in accordance to the TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI ( f'm = 2000 PSI 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY information found in these documents. Any questions regarding the information found in these plans should be ) ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL BOTTOM CHORD LL* 10 10 10 10 directed to our Quality Assurance Manager at 321-972-0491 immediately. No backcharges will be considered for 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" BOTTOM CHORD DL 10 10 10 10 reimbursement by the Engineer without advanced notification and approval by the Engineer. Payments will be 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. TOTAL (PSF) 50 50 55 65 made in accordance to the terms of the agreement. 2. MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE To the best of the Engineer's knowledge,information and belief, 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". the structural plans and specifications contained within these BOTTOM CHORD LLOPT CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO (OPT) drawings comply with the 2020Flodda Building Code- ATT ATTICS S W/ LIMITED STORAGE 2 0 Residential 7th Edition.Engineer's signature and seal is only for 4. GRADE 60 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY-TIE ANCHORING ADHESIVE ) the structural engineering portions of the drawing pages bearing THE CELLS FILLED WITH COARSE GROUT. MIXED PER THE MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS ATTICS W/ HEAVY STORAGE 50 Engineer's signature and seal. CD 5. GRADE 60 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR * ATTICS W/ NO STORAGE 10 W BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT WHICH EVER IS LESS. PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S (NON-CONCURRENT) a o M 0 N00 REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 112" SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. o 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE 1 #5 VERT. IN CONC. FILLED CELL EACH SIDE NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN p � . LL CLEARANCE TO INSIDE FACE. ( ) ' ,� - `° ' W OF THE JOINT BAR DOES NOT HAVE TO BE CONT. TO FOOTING APPROVAL FROM FOR OR INDICATED ON PLAN a `°N � " a 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05/L1, UNLESS OTHERWISE NOTED ( )� m LL � 3 a W � ON THE DRAWINGS. 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) Jar z � Y 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH SIMPSON MTSM16 TWIST STRAP W/ (4) '/4"x 21/" TITENS TO MASONRY AND (7)-10d NAILS TO t° � � O w STRIP OR CAVITY CAPS MAYBE USED TO PREVENT THE FLOW OF GROUT INTO CELLS TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF GENERAL FLOOR LOADING W m m BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" 3 � N z° a M D O 8. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN BEAM SCHEDULE SIDS SCREWS AND (5) 1/4" x 2 1/4"TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPSLL c7 N o ca, 3 Cnn TOP CHORD LL 40 (PSF) COMMENTS: Z 9. HORIZONTAL JOINT REINFORCEMENT (WHERE REQUIRED) SHALL CONSIST OF AT LEAST 9 MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF TOP CHORD DL 20 (PSF) W GAUGE LADDER TYPE REINFORCEMENT SPACED NOT MORE THAN 16" OC. VERTICAL GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. REINFORCEMENT SHALL ALSO BE PROVIDED AT TOP AND BOTTOM OF ALL OPENING AND 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD BOTTOM CHORD LL 0 (PSF) M EXTEND NOT LESS THAN 24" BEYOND OPENING. PROVIDE 8" MIN. EMBEDMENT INTO CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 16d x 21/2" NAILS AND 5/8" BOTTOM CHORD DL 5 (PSF) z o CONCRETE COLUMNS AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY"L"AND "T" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" z 8 O INTERSECTIONS. EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD a J 10. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING LOCATIONS. SPECIAL FLOOR LOADING N CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR cn z O 11. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL FGA OOM / READING ROOMS 60 (PSF) COMMENTS: " WALL OPENINGS UPLIFT CONNECTORS IES/ DECKS 40 (PSF) d. A SINGLE CONCENTRATED LOAD (D 12. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED IES OVER 100 SQ:FT 100 (PSF) APPLIED IN ANY DIRECTION AT ANY U LOADS FOR (7) DAYS. PER CODE ACI 318-14 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS TORAGE 125 (PSF) POINT ALONG THE TOP. W c 13. CONSOLIDATE POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, AND ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL AILS AND HANDRAILS 200 (LBS)(d) f. BALUSTERS AND PANELS FILLERS �� RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AIL IN-FILL COMPONENTS 50 (LBS)(f) SHALL BE DESIGNED TO WITHSTAND LU cU HAS OCCURRED (GROUT SHALL BE FLUSH WITH TOP OF WALL) THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. / NON SLEEPING ROOMS 40 (PSF) A HORIZONTALLY APPLIED NORMAL s xE,PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS.AND cNop WOOD CONSTRUCTION STRUCTURAL PLANS FOR MORE INFO. ESROOACK ROOMS 150 (PSF) EQUALOTOO POUNDS ON AN AREA N 0 Q .o � � o 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL Builder: WOOD FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRACING ) SHALL BE EITHER >_ SOUTHERN PINE, OR S.P.F. NUMBER 2 GRADE OR BETTER SHALL BE USED REGARDLESS OF DEFLECTION CRITERIA Q M SPECIES. w Y 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE ROOF TRUSSES* LL/360 TL/240 COMMENTS: N CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE ROOF RAFTERS LL/180 TL/120 RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY ROOF RAFTERS (W/O CLG) LL/360 TL/240 ILL OTHERS FLOOR TRUSSES/ BEAMS ** LL/480 TL/360 ! LIJ 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF FLOOR I-JOIST*** LL/480 TL/240 W W THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN *TL MAX 2" UP TO 40FT SPAN LL.I w DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., **TL MAX 3/4" m � U.N.O. *** TL MAX 1/2" m 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO J STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD 0 J TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR O EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS WIND LOADING CRITERIA 160C O STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. O co 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE WIND SPEED (ULTIMATE) 160 MPH TREATED. WIND SPEED (ALLOWABLE) 124 MPH � Job Information: 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. EXPOSURE CATEGORY C SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. BUILDING CATEGORY II 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS BUILDING TYPE V 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. ENCLOSURE CLASSIFICATION ENCLOSED COLUMNS: 2.0E Fb = 2600 INTERNAL PRESSURE COEFFICIENT +/- 0.18 Q N BEAMS: 2.0E Fb= 2600 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND > O REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: FOR 2 STORY HOME IS 30FT LU ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB w FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS 4t Y o FLUSH TO EXTERIOR WALL FACE (n 0) D - WALL SHEATHING: PLYWOOD C-C/C-D EXTERIOR OR OSB - 15/32" O.C. 1, A MINIMUM 1/8" AND CLADDING WIND PRESSURES AND SUCTIONS (� � =2 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR _0 C: EXPANSION. FOR MEAN ROOF HEIGHT 5 60 ft > o > � r 0)Y � STRUCTURAL STEEL o o a) N NOTE: co L V N DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 150 MPH OR GREATER 00 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBE J NO STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 AND IS CONSIDERED TO BE IN THE WIND-BOURNE DEBRIS AREA. CONTRACTOR TO KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALL PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING > O STRUCTURAL BOLTS TO BE ASTM A325N U.N.O Lo c 2. STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM o TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN 0 0 a CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL Reference No. REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL 20-7274 Sheet: SO . 0 STRUCTURAL NOTES N .T.S. ROOF FRAMING NOTES BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE FOUNDATION SCHEDULE • SHINGLE,METAL,OR TILE ROOFING SYSTEM(SEE ARCH.)OVER APPROVED UNDERLAYMENT,OVER SHEATHING PER ENGINEERED ROOF SPECIFICATIONS(SEE FRAMING PLAN)ON PRE-ENGINEERED STUD CONNECTION&FASTENERS LUMBER UPLIFT (BASE)CONN.& WOOD TRUSSES AT 2'-O"O.C.MAX OR CONVENTIONAL FRAME ROOF. MARK MARK COLUMN SIZE FASTENER UPLIFT(Lb) GRAVITY (SEE PLAN FOR SIZE,SPACING,TYPICAL ROOF SLOPE,AND OTHER SPACING TOP BOTTOM SPECIES CAP.[plf] MARK SIZE DEPTH REINFORCING CAP. [Ibs] INFORMATION). (2) 16d (2) 16d NO NO FBW1 16" TOENAILS TOENAILS SPF UPLIFT C1 (3)2 x #2 SPF (4) 16d TOENAILS UPLIFT F1.0 V-0"x CONT. V-0" 2#5 E.W. BOT. 3000 SP2 W/(6)-10d SP1 W/(6)-10d DTT2Z W/z"ATR&(8)4'X BW2 16" NAILS NAILS SPF 402 C2 (3)2 x #2 SPF 1 2"SDS SCREWS 2145 ATTN: BUILDING DEPARTMENT F2 0 2'-0"x 2'-0" V-0" 3#5 E.W. BOT. 7200 (2)SP2 W/(6) (2)SP1 W/(6) C3 3 2 x #1 SYP NO PLEASE NOTE THAT TRUSS LABELS MAY VARY BUT,IF THE TRUSS BW3 16" SPF 803 ( ) (4) 16d TOENAILS UPLIFT LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS 10d NAILS 10d NAILS LAYOUT PLEASE CONTACT THE ENGINEER OF RECORD PRIOR TO 1„ 2'-6"x 2'-6" V-0" 3#5 E.W. BOT. 11000 PLACEMENT OF ANY TRUSSES. BW4 16„ (2) 16d (2) 16d SYP NO C4 (3)2 x #1 SYP DTT2Z W/z ATR&(8)4"X TOENAILS TOENAILS UPLIFT 1 2"SDS SCREWS 2145 1IMPSON CONNECTOR SCHEDULE F3.0 3'-0"x 3'-0" V-0" 4#5 E.W. BOT. 15600 SIMPSON CONNECTOR SP2 W/(6)-10d SP1 W/(6)-10d C5 4 x 4 P.T.#2 SYP ABU44 W/5/8"ATR& G=6665 MARK TYPE SPF SYP BW5 16" NAILS NAILS SYP 439 POST (12) 16d NAILS U=2200 W/FASTENERS FRAME F3.5 3'-6"x 3'-6" 1'-0" 4#5 E.W. BOT. 21500 OHETA16 W/(9)-1 Od x 1 1/2"OPT TO (2)SP2 W/(6) (2)SP1 W/(6) C6 6 x 6 P.T.#2 SYP ABU66 W/5/8"ATR& G= 12000 MASONRY HETA20 W/(9)-10d x 1 1/2" 1810 BW6 16" 1Od NAILS 10d NAILS SYP 878 POST (12) 16d NAILS U=2300 FRAME F4.0 4'-0"x 4'-0" V-4" 5#5 E.W. BOT. O H2.5A W/(10)-8d NAILS TO 535 565 (2) 16d (2) 16d NO C7 8 x 8 P.T.#2 SYP ABU88 W/(2)-5/8"ATR G=24335 28000 FRAME BW7 12" SPF H10A W/(18)-10d x 1 1/2" FRAME 1015 1040 TOENAILS TOENAILS UPLIFT POST &(18)-16d NAILS U=2320 OH1 OA-2 W/(18)-10d x 1 1/2"AT TO 930 1080 3.5"x 3.5"P.L. 1.8E HTT4 w/5/8"A.T.R.& F4.5 4'-6"x 4'-6" 1'4' 5#5 E.W. BOT. 34500 2 PLY TRUSSES FRAME SP2 W/(6)-10d SP1 W/(6)-10d Cg Fb=2400(WOLMANIZED 4235 BW8 12" SPF 535 (18) 16d x 2 1/2" MTS12 W/ (14)-10d x 1 1/2" FRAME NAILS NAILS IF EXT.) O (AT EXTERIOR LOCATION TO 850 990 3.5"x 5.25"P.L. 1.8E HTT4 w/5/8"A.T.R.& F5.0 5'-0"X 5'-0" 1'4' 6#5 E.W. BOT. 42500 BW9 12" SPF 1070 INCLUDE(3)12d TOENAILS FRAME (2)SP2 W/(6) (2)SP1 W/(6) Cg Fb=2400 WOLMANIZED ( ) 4235 MGT W/(22)-10d NAILS&5/8" FRAME 10d NAILS lOd NAILS IF EXT.) 18 16d x 2 1/2" OATR W/12"EMBEDMENT W/ TO 3330 3965 SIMPSON"SET"EPDXY MASONRY (2) 16d (2) 16d 3.5"x 7"P.L. 1.8E HTT4 w/5/8"A.T.R.& HTS20 W/ 24 -10d x 1 1/2" FRAME NO F6.0 6'-0"x 6'-0" 1'-4" 7#5 E.W. BOT. O ( BW10 12" TOENAILS TOENAILS SYP C10 IF EXT.0(WOLMANIZED (18) 16d x 2 1/2" 4235 61500 (AT EXTERIOR LOCATION TO UPLIFT IF EXT.) P 1125 1310 5.25"x 5.25"P.L. 1.8E INCLUDE(3)12d TOENAILS FRAME SP2 W/(6)-10d SP1 W/(6)-10d HTT4 w/5/8"A.T.R.& FOUNDATION DEPTH NOTE: (2)HTS20 W/(24)-10d x 1 1/2" FRAME BW11 12" NAILS NAILS SYP 585 C11 Fb=2400(WOLMANIZED (18) 16d x 2 1/2" 4235 • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE F.1 (AT EXTERIOR LOCATION TO 2250 2620 IF EXT.) THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE INCLUDE(3)12d TOENAILS EA. FRAME 7"x 7"P.L. 1.8E Fb=2400 HTT4 w/5/8"A.T.R.& SLAB. (2)SP2 W/(6) (2)SP1 W/(6) C12 (WOLMANIZED IF EXT. 4235 • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE HGT-2 W/(16)-1Od W/5" FRAME BW12 12 1Od NAILS 10d NAILS SYP 1170 ) (18) 16d x 2 1/2" OEMBED(2)-3/4"DIA.EPDXY TO TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO ANCHORS. (HGT-3 FOR 3PLY) MASONRY 10690 10690 5.25"x 7"P.L. 1.8E HTT4 w/5/8"A.T.R.& MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC FGTR W/(18)-SDS 1/4"x 3" FRAME BW13 NOT USED C13 Fb=2400(WOLMANIZED (18) 16d x 2 1/2" 4235 POUR WHICH RUNS THROUGH IT. OWOOD SCREWS AND(2)1/2"x TO 3400 4725 IF EXT.) 5"TITAN HD ANCHOR BOLTS MASONRY 5.25"x 7"P.L. 1.8E (2)HDU8 w/7/8"A.T.R.& LGT-2 W/ 32 16d SINKERS DBL.2x HDR.SEE FLR. PLAN FOR MIN SIZE. C14 Fb=2400(WOLMANIZED (20) 1/4"x 2 1/2"SIDS 15740 2 J2 (14)GT-x 2 1/4"TITENS FRAME SEE WF09/D3 FOR CONNECTION INFO. IF EXT. SCREWS 1/4" TO 3240 3770 IF HDR. IS WITHIN A WALL w/ NO UPLIFT AS (2 PLY TRUSS)OR(16)16D INDICATED ABV.,THE CONNECTORS INDICATED GENERAL COLUMN NOTES GENERAL FOUNDATION NOTES. SINKERS FOR FRAME MASONRY IN WFO9 CAN BE IGNORED. (2)LGT-3 W/(24)SIDS 1/4"x 2-1/4" FRAME T/WALL MASONRY OR ICF J3 &(8)-3/8"x 5" TITENS HD's TO 4730 6570 SEE PLAN 1. SEE FLOOR PLAN FOR WALL WIDTH.STUD PACKS TO 1 PROVIDE MIN.6 MIL.APPROVED VAPOR BARRIER.ALL JOINTS (3 PLY TRUSS) MASONRY WALL SEE PLAN MATCH WALL WIDTH UNO. TO BE LAPPED MIN.6"AND SEALED. To thebeuralplst of plans and contained n and the structural plans and specifications contained within these HU410 OPT HUC410(MAX)W/ BEAM 2x MID-SPAN 2 ALL STRUCTURAL LUMBER TO BE SYP#1 OR SPF#2 UNO ON drawingscomplywiththe2020FIoridaBuildingCode- G#2305 PLAN. 2 4"2500 PSI CONC.SLAB W/6X610/10 W.W.F.,OR FIBERMESH Residential 7th Edition.Engineers signature and seal is only for K (18)-16d&(10)-lOd NAILS TO U#1635 DBL.2x BLOCKING w/(2)-12d /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ engineeringportionsofthedrawing pages bearing BEAM TOP PLATE 3. NAIL BUILT UP STUDS PER DETAIL WF37/D2 MINIMUM BOLT the structural HU410 OPT HUC410 W/ 18 TOENAILS @ EACH Engineer's signature and seal. O ( ) BEAM END FOR WALLS EMBEDMENT: MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR L TITEN 1/4"x 2 3/4"&(10)-10d TO G#4500 5"EMBEDMENT FOR 1/2"ATR NER-414 FOR FIBERMIX,OVER 6 MIL VISQUEEN VAPOR BARRIER y $ TALLER THAN 8'-0" NAILS MAS U#1800 6"EMBEDMENT FOR 5/8"ATR & TREATED FOR TERMITES. H E 2x STUDS PER o o co ac (2)HETA16 OPT(2)HETA20 FRAME 8"EMBEDMENT FOR 7/8"ATR a o ' 0 N ao O 1 PLY W/ 10 -10d x 1 1/2"OR TO 1920 PLAN/SCHEDULE 3 • INDICATES FILLED CELL W/3000 PSI CONC.FROM N N ax ( ) 4. SEE NOTE#4 ON SO GENERAL NOTES SHEET UNDER WOOD FOUNDATION.TO BEAM W/(1)#5 REBAR GRADE 60 U.N.O. v o u R LL ' 2 PLY W/(12)-16d MASONRY 2365 SEE MS03/S2 FOR CONSTRUCTION FOR CORROSION INFORMATION C Z 00 R � wa FRAME TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 5"EMBEDMENT M cn� � w ,L ii CONNECTORS TOP END OF BEARING NJ M a 3 Re- TO HTSM16 W/(8)10d NAILS AND 955 1110 &BOTTOM PER WALL CONNECTION W/25"EXTENSION ABOVE SLAB. FILLED CELLS TO BE PLACE @ Q m 3 w w (4) 1/4"x2 1/4"TAPCONS EACH CORNER, END OF INDICATED BRG.WALLS, EACH SIDE OF � " LL 3 rL x 0 MASONRY PLAN/SCHEDULE I _ o r z o o O OPT BEAM SCHEDULE ALL OPENINGS,UNDER GIRDER TRUSSES(FLOOR AND ROOF). Z � o � HTSM20 W/(10)10d NAILS AND FRAME TO 955 1110 � Co N ° o (4) 1/4"x2 1/4"TAPCONS MARK BEAM SIZE CONNECTIONS 4 CONSULT W/MANUFACTURER SPECIFICATIONS PRIOR TO W in 2 Q ¢ ma MASONRY F.F. POURING OR RECESSING DOOR SILLS OR SLIDING GLASS MZ m N o � rL FRAME SEE FRAMING PLAN FOR BEAM DOOR SILLS. - N co a a H10S W/(8)8d X 1 1/2" NAILS \ SEE FOUNDATION O SEE FRAMING PLAN FOR � � � rn O AND 2 3/8"x4"TITAN HD TO 780 910 2x P.T.w/1/2"A.B.or 1/2"A.T.R. PLAN FOR MORE BM CONNECTION Z O v ( ) MASONRY w/SIMPSON SET @ 32"O.C.w/ BEAM SIZE 5 EXTERIOR SLABS SHALL SLOPE MIN. 1/12"PER FOOT AWAY W ❑❑❑ 7"MIN.EMBEDMENT INFORMATION FROM HOUSE U.N.O.ON PLAN. GENERAL CONNECTOR NOTES IF AT STEP,7"MIN.EMBED. PAST LOWER SLAB. 6 CONTROL JOINTS(IF SHOWN)ARE NOT REQUIRED BY CODE 1. CONNECT ALL ROOF/FLOOR TRUSSES TO MASONRY WALLS/ Ur M ALT:SIMPSON 1/2"TITEN HD @ 160 MPH OPENING PRESSURES BUT ARE SUGGESTED(ESPECIALLY WHEN USING FIBER REINF. z N - LINTELS w/OCONNECTOR LINO ON PLAN 32" O.C.w/SAME EMBEDMENT CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS - go o O 2. CONNECT ALL TRUSSES TO INTERIOR/EXTERIOR BEARING ""SEE NOTE 8 BELOW- ENCLOSED- EXPOSURE "C" TO BE 1/8"SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF z WOOD WALLS OR BEAMS W/ COCONNECTOR LINO ON PLAN BEARING WALL DETAIL THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE a) ­1 = El(IJ +43.7/-46.2 +43.7/-57.4 ALTERNATE APPROVED METHOD. a 3. CONNECT ALL TYPICAL HIP JACK(CORNER JACK)TO MASONRY 4) GENERAL BEARING WALL NOTES 7 NO WOOD STAKES PERMITTED IN FOUNDATION. WALLS/LINTELS w/ C�ONNECTOR. �r� 00 1. SEE FLOOR PLAN FOR WALL SIZE,ASSUME 2x4 STUDS USED UNO. V! _ LL IF WOOD WALL/BEAM USE(2)OB CONNECTORS UNO ON PLAN. 2 ALL STRUCTURAL LUMBER TO BE SYP#1 OR SPF#2 UNO ON PLAN. O +41.6/-44.8 ( A +41.6/-54.6 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE f6 LU 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED m 4. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD 4. CONTACT E.O.R.IF SP4'S,SP6'S OR SP8'S CONNECTORS ARE SUBSTITUTED, TO STEPPED DOWN.SEE FM18ON SHEET D-1 FOR ADDITIONAL U WALLS/BEAMS W/(2)12d TOENAILS. VERIFY THEY MEET THE STRUCTURAL REQUIREMENTS. INFORMATION.G.C.TO DETERMINE STEP LOCATIONS IF 0 5. IF"BW"IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED.SEEa) REQUIRED. to C N 5. ALL TRUSS TO TRUSS CONNECTIONS ARE TO BE PROVIDED WF06/D4 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2ND FLOOR TO FIRST O +39.1 /-42.0 © +39.1 /-49.0 to FLOOR CONNECTIONS.(NOTE:THIS IS FOR 2 STORY PROJECTS ONLY) V.M r- BY TRUSS MANUFACTURER LINO ON PLAN. 6. IF"SW"IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 9 SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL u 6. REFER TO WF18/D3 FOR NON BEARING WALL 15/32"CDX PLYWOOD W/8d NAILS AT4"oc INFIELD AND EDGE TO(1)SIDE OF WALL. O ® BENDS AND LAP SPLICE. ® E z 7. ALL 2x EXTERIOR WALLS w/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE +37.1 /-40.6 +37.1 /-44.8 t $ Ir BEAM SCHEDULE ACT AS SHEARWALLS.SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 1O ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION U o m 8. IF THE BEARING WALL IS INDICATED WITH THE BW1,BW4,BW7,BW10,THESE WALLS SOURCE SHALL BE ELEVATED A MIN OF 18".CONTRACTOR TO c MARK BEAM SIZE CONNECTIONS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT,THE STUDS ARE Q N Im NOTE:1 WIND SPEED LISTED ABOVE IS AN"ULTIMATE"WIND SPEED.THE WIND PROVIDE SUCH PLATFORM w/EITHER MASONRY OR WOOD (2)-2 x 8#2 SYP W/7/16" CONNECTION: PROVIDE (2) TOE NAILED TO THE PLATE AND THE 2X PLATE CAN BE ATTACHED WITH HARD CASED PRESSURES LISTED ABOVE ARE"ALLOWABLE"PRESSURES. CONSTRUCTION OSB FLITCH PLATE.NAIL SIMPSON LSTA18 OR 2 NAILS(GUN NAILS)AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT Builder: BM1 ( ) INDICATED IN THE BEARING WALL SCHEDULE. 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST COMPACTION: 2000 PSF(SEE SOILS REPORT AND If (2)-2x TOP PLATE BEYOND 15/32"OSB EXPOSURE 1 (2)ROWS OF 12d NAILS @ OR(2)SIMPSON HETA16 TO CMU SHEATHING 12"O.C.TYP EACH SIDE COL.U.N.O.ON ROOF PLAN SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL >Q (2)-2 x 10#2 SYP W/7/16" CONNECTION:PROVIDE (2) HEADER SCHEDULE CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE > M OSB FLITCH PLATE.NAIL SIMPSON LSTA24 OR(2) CAPACITY,THE GENERAL CONTRACTOR SHALL CONTACT THE Y L0 F BM2 BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF E N SOLID 2x BLOCKING,o (2)ROWS OF 12d NAILS @ OR(2)SIMPSON HETA16 TO CMU MARK HEADER SIZE REMARKS FOUNDATION DESIGN.SOIL TO BE FREE OF ORGANIC MATERIAL 0 Q M @ ALL SHEATHING =J COL.U.N.O.ON ROOF PLAN AND COHESIVE SOILS,COMPACTED IN 12"LIFTS TO AT LEAST by 12"O.C.TYP EACH SIDE 95/o OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557( i [1J ILL EDGES �'a 4"WALL-(2)-2X6#2 SYP o 15/32"O (SEE SECTION X-X) o z (2)-2 x 12#2 SYP W/7/16" CONNECTION:PROVIDE (2) H 1 6"WALL-(3)-2X6#2 SYP SEE NOTE#5 MODIFIED PROCTOR). �/� IN C - OSB FLITCH PLATE.NAIL SIMPSON LSTA24 OR(2) W/1/2"FLITCH PLATE �!1 w EXPOSURE D BM3 SIMPSON HTS20 TO WOOD POST THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN w N SHEATHING BEAM TOGETHER USING 4"WALL-(2)-2X8#2 SYP HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OPENING (2)ROWS OF 12d NAILS @ OR(2)SIMPSON HETA16 TO CMU H2 6"WALL- 3 -2X8#2 SYP SEE NOTE#5 L]i W 12"O.C.TYP EACH SIDE COL.U.N.O.ON ROOF PLAN ( ) OF 2000 PSF. � LJ ? W/1/2"FLITCH PLATE m rr w x ILL C x a (2)-1 Y4"x 9 Y4"LVL 2.0E CONNECTION: PROVIDE (2) 4"WALL-(2)-2X10#2 SYP F co Fb=2950.CONNECT PLYS SIMPSON LSTA24 OR(2) H3 6"WALL-(3)-2X10#2 SYP SEE NOTE#5 FOUNDATION LEGEND 5 m BM4 TOGETHER USING(2) SIMPSON HTS20 TO WOOD POST W/1/2"FLITCH PLATE J x E � ROWS X"x 3 Y2'SDS OR 2 SIMPSON HETA16 TO CMU 0 � J p ( ) 4"WALL-(2)-2X12#2 SYP -INDICATES SINGLE-STORY WALL FOUNDATION LU WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, WOOD SCREWS @ 16" COL.U.N.O.ON ROOF PLAN H4 6"WALL- 3 -2X12#2 SYP SEE NOTE#5 O 2x STUDS BEYOND.w o LL H 0 � ( ) _ ~ O ATTACH PER NAILING SCHEDULE.PANEL EDGES WILL NEED TO BE O.0 TYP.EA.SIDE W/1/2"FLITCH PLATE -INDICATES TWO-STORY WALL FOUNDATION O SEE PLAN v, Q PROVIDE BLOCKING/ g P O OJ U) ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES.A MINIMUM %" 2)-1 Y4"x 11 Y4'LVL 2.0E CONNECTION:PROVIDE 2 ATTACH TOGETHER W/ 2 ROWS O AS REQUIRED PER J 9 O � 00 LL Fb=2950.CONNECT PLYS SIMPSON LSTA24 OR(2)( ) H5 6"WALL-(3)-1 3/4"X 11 1/4 1/4"x 3 1/2"SIDS WD SCREWS co �? I- � g � � SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END ( ) @ � -INDICATES CONCRETE PAD FOUNDATION SECTION X-X IF N N w O O ~ JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT BM5 TOGETHER USING(2) SIMPSON HTS20 TO WOOD POST LVL 2.0E Fb=2600 16"O.C.TYP.EACH SIDE Job Information: FULL HEIGHT SHE T G FLOOR SYSTEM LL 2'E� x 1 ROWS Y4"x 3 Yz"SDS WOOD OR(2)SIMPSON HETA16 TO CMU PENETRATE SURFACE MORE THAN /". SCREWS @ 16"O.0 TYP. COL.U.N.O.ON ROOF PLAN 4"WALL (2) 13'x24"LVL 2.0E ATTACH TOGETHER W/(2)ROWS EA.SIDE H6 6"WALL-(2)12'x24"LVL2.OE1/4"x31/2"SDSWDSCREWS@ TERMITE SPECIFICATIONS. WALLSHEATHING 2x4 P.T. BASE PLATE Fb=2600 16"O.C.TYP.EACH SIDE A (3)-1 3/4'x 11 7/"LVL 2.0E CONNECTION:PROVIDE (2) BEYOND SEE PLAN 6"WALL-(3) 14"x9 4'LVL 2.0E ATTACH TOGETHER W/(2)ROWS 2x RIBBON OR BLOCK Fb=2950.CONNECT PLYS SIMPSON LSTA24 OR(2) SECTION R318 PROTECTION AGAINST TERMITES A NAIL AT BASE 2 ROWS 4"O.C.w/8d COMMON NAIL. H7 1/4"x 4 1/2"SIDS WD SCREWS @ BETWEEN FLOOR SYSTEM @ M5. TOGETHER USING(2) SIMPSON HTS20 TO WOOD POST Fb=2600 VERTICAL HORIZONTAL NAIL AT TOP PLATE TWO ROWS @ 4"O.C.w/8d COMMON NAIL. ROWS 1/a"x 3Y2"SIDS PROTECTION SHALL BE PROVIDED BY REGISTERED S WOOD OR(2)SIMPSON HETA16 TO CMU 16"O.C.TYP. EACH SIDE U)© SCREWS @ 16"O.0 TYP. COL.U.N.O.ON ROOF PLAN HEADER SUPPORT NO.OF JACKS& TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING I Q a) WALL ELEVATION DIAGRAM AT ALL PANEL BLOCKING © NAIL OPENING PERIMETER w/(2)ROWS @ 4"O.C.w/8d COMMON NAIL. EA.SIDE STUDS REQ.AT OPENINGS SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER E LOCATIONS SHALL BE MIN (2)-1 Y4"x 16"LVL 2.0E CONNECTION: PROVIDE (2) APPROVED METHODS OF TERMITE PROTECTION LABELED FOR > 2 X 4#2 SPF TURNED O NAIL INTERIOR AT 6"O.C.w/8d COMMON NAIL. Fb=2950.CONN. PLYS SIMPSON LSTA24 OR(2) 2x4 WALL 2x6 OR 2x8 WALL ( w VERTICAL W/7/16"FLITCH BM6 TOGETHER USING(2) SIMPSON HTS20 TO WOOD POST OPENING USE I PREVENTIVE TREATMENT TO NEW CONSTRUCTION SEE J r PLATE TO W/(2) 12d E STAGGER ALL VERTICAL JOINTS&NAIL 4"O.C. ROWS X x 3 YZ SDS OR(2)SIMPSON HETA16 TO CMU JACKS KINGS JACKS KINGS SECTION 202, REGISTERED TERMITICIDE UPON COMPLETION OF 3/g "S"=NAIL 3/s" O @ „ SIZE EA END EA END EA END EA END THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A LU SPACING TOENAILS EA. END. NAIL WOOD SCREWS @ 16" COL.U.N.O.ON ROOF PLAN Y 0 w/8d COMMON NAIL. 1'-O"-3'-11" (1) (2) (1) (2) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE o FLITCH PLATE TO O.0 TYP.EA.SIDE '^ �FLITCH AL T T 8d NAILS F PLYWOOD SPLICES @ HEADER-NAIL SHEATHING TO HEADER w/8d s 4'-0"-9'-0" (2) (3) (2) (2) BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL C 3/a" 1/2' O (4)-1 /4"x 18"LVL 2.0E CONNECTION: PROVIDE (2) COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE /� cc � r 1/2 S COMMON NAILS @ 4"O.C.(2)ROWS @ TOP&BOTT. Fb=2950.CONN. PLYS SIMPSON LSTA24 OR(2) 9'-1"-16--0" (3) (4) (3) (4) `V s it (2)8d NAILS @ 3"O.C. TOGETHER USING(2) SIMPSON HTS20 TO WOOD POST BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE STAGGERED FOR (2)8d NAILS @ 3"O.C.TO EACH TRUSS END OR @VERTICAL MEMBER IF PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN > BM7 ROWS X"x 3Y2"SDS WOOD OR(2)SIMPSON HETA16 TO CMU GENERAL HEADER NOTES O SHEATHING GABLE END. ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE � 0 SCREWS @ 16"O.0 TYP. COL.U.N.O.ON ROOF PLAN 0 m VER ICALBLOCKING EA.SIDE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER U r s NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X 2 1/2". 1. VERIFY W/PLAN CORRECT LENGTH OF HEADER REQUIRED SERVICES." 0 0 .0 N SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE GENERAL BEAM NOTES 2. IF HEADER IS ON THE 1ST FLOOR SEE PLAN FOR BEARING WALL O SURFACE MORE THAN% 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED" TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL NOTE: C0 i U N SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN. 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE 0 N (MIN 4"BEARING EACH END) 3. co 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR INDICATED GOVERNING JURISDICTION"LIQUID BORATE OR BORA-CARE" . J C)3. BEAMS ARE NOT TO DRILLED OR NOTCHED IN ANY WAY HEADER CONNECTION FOR REQUIRED CONNECTIONS. PRODUCT METHODS MUST BE DETERMINED AT PERMIT +� STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE U WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO C:)EACH PER DETAIL WF37/D2. WITH THE BUILDING DEPARTMENT. _ TB13 WALL SHEATHING INSTALL & NAILING SCHEDULE 5. FASTEN ALL MULTI-PLY HEADERS TOGETHER W/(2)ROWS 10d 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR LO N Y COMMON NAILS AT 8"oc ALONG EACH EDGE OR 3 ROWS IF 2x10 DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD N SCALEN.Ts aev Fac rHeo zozo O ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT o E - o OR LARGER. _j 0 ¢ a INFESTATION. 6. FASTEN ALL HEADERS TO KING STUDS WITH(3) 10d TOENAILS 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS MIN. VI Reference No. PER SIDE. 24"A.F.F. 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 20-7274 FILLED CELL NOTE: Sheet: FILLED CELL SPACING • 150"C" @ 54"O.C. 170"C" @ 4'-0"O.C. =SN SCALE: NOTES AND SCHEDULES 3/ 1611 = 1 ' 150'-4" 40'-0" 35-0" 35-0" 40'-4" 22'-8" 174' 13'-4" 101-01, 13'-8" 101-01, 11'-4" 12'-4" 28'-0" 10'-4" 4'-3" 3'-10'' 3'-4�'" 3'-1�1" 4'-] 4'-4' 3--1 0" 3'-7" -0.. 6-1 1� 5-2" 5-2� 1 2 6 5-2" 2 5-2" 2 1. 5-2" 6 2 2 1. 3'-10" 2 1'-0"1. 101-81, 8 1'-4" 3'-10" 1 6'-4" 3'-10" V-6-- 3'-10" 7-0" 4 1 4 14 1 FF2 0 1--, F2.5 r- ——— — —— — - -T- -r — — —— — — t ——— —r- -T- -r — ——— — —— ———— - -— T-1 Z? 7 c? Z? 9 (F M 0'3� �o co 8'--r-2"'I 8--101 -0.. 4'-7" L, 10'-2" L. 2'-5" L. 4'-0" L,1-6 16 1 2. 18" 4' .6--w 3'-10" F2.5 F2.5 FM12 Sim. Ak NO 1/2" No D-1 f 12'-0" WALL i ■ Ci o8''L. 4' J 0" 3'-10' No -1-- -- - — - — F, -3-1/2" i 1 _ - L-- — �CJ I T- ---I— Y 01 Q� ■ FM06 5-2" ,1'-3 011 FM06 4'-0" 21'-7" 4'- AY 1/2" I SIM.W 20"FOOTER RECESS FOR DOOR SIM.W 20"FOOTER ——— — -: I I —— — --—— — ——— 1 1 RECESS FOR DOOR I THRESHOLD EPRE.R W1 F tM6 -t-- I I I I x xjxLX THRESHOLD PER I 1 1.1 ILI,_1 I;I I t S MANUFACTURER'S MANUFACTURER'S — —— — — -- 7 RECESS FOR D F2.5 SPECS. - THRESHOLD PER SIM.W 20"FOOTER SPECS. 13' MANUFACTURER'S I DOOR FMIO ok. .�11.1.1 _j D-I SIM.W 20"FOOTER RECESS FOR DOOR I c9 SPECS. 16'-3" I THRESHOLD PER Sim. I 4'-7" 12'-4" NO 4FM12) MANUFACTURER'S M WALL -1 I FM 0 SPECS. ED t 14'-4" D-1 FM12 SIM' I I No WALL 26-10" 4'-U' lit 9'-2" 3 V-6" 4'-0" 30'-6" o a best theEngineersknowledge,information and belief, 3'�O I the structural plans and specifications contained within these ■ drawings comply with the 2020 Florida Building Code- Residential 7th Edition.Engineer's signature and seal is only for F-1 Ci the structural engineering portions of the drawing pages bearing Sim. - — - — - — - — — - — - — - Engineer's signature and seal. CD NO rFM'2 - — - — - — WALL,' -3-1/2'' 7 - W g E L — — — — — — t4cj- - — — — — c" 7 R In _j 7-2j'" Lu 8 F2.5 Lu cc Ij- a- WX _j - 0, c? - — - — - — - — - — - — - 0 Lu Ell 1 3 �— 7�� 0: Z� T 0 Ci 1:5'Fa j W 0 2 tL W 1 — — 7 co —j ■ co z ac Lo 0 < < LL C) 0 -j (0 z W rFMOI� "? Ci D JI 11 - 7 0'-0" FM06 D-1 CID L JIFM29� FM29��FM29 I 7 - — - — - — - — - — - — o O— - — - 7-271" 12'-9" M 011 7 0'0" I J O SD A F2.5 EF 2:�51 Z � O FM06 7 011 —D CD u- 7m -11 4--J P I I I I I I I ■ -4- CD A U611L F 11 19" Sim. F V�2 FM1 1 0 Ln FM12 I NO D-1 WALL -01 c9 Ia . -- 4'-0 Lu Ci 76 8 FM20 L 8 3'0.1 5'-2" 3'-2" 4'-101 2 C? TYP. rFM 2 O� FM28 < FM28� I I - - - I -- -. q %I, M co rFM 2 O� M- m 0 co I " m T... Ao- rFM I I �*6 F2.5 ——— — —— --- TYP. V1 Builder: Ci Ci D JI 1 0 TYP. Ci RECESS FOR DOOR THRESHOLD PER c9 �o MANUFACTURER'S F2.0 D-1 FM03 co ECS. D-1 FM03 �F M01 I F FM02 0 ■ ME 15-0" CO 2" 2 0 1 "? ---' I �i I 2 L -L <10< KX Lu LL N - D-tFM03 FMO 1 F2.5 LU LU o F2.5 F2.5 N o D-1 D-1 3--1 Uj 2�o 1 5-2" 3'-6" § 5-2" �--07` LU rFM 0 2� 1 1" I I I I Uj c? 4F�M02 rFM 0 2� LL 7" 7" -7" in ry. _j L D-1� L —— — — —— L --j LL 3/4" M �7 V-0"3/4" M 0 0 _.M Y-0"3/4" M OHM V-0"3/4' ■—E 0 0 LEA� lit 0 L Ali N, D LL f) C) UNIT 1776 UNIT 1658 UNIT 1509 UNIT 18364 1 0 1 2'-4" 16'-0" 1 2'-4'' 2'-0" 16-0" 2'-0" 2'-0" 16-0" 2'-0" 2'-8" 16'-0" 2'-8" co 20'-8" 6'-8" 12'-8" 20'-0" 4'-4'' 10'-8" L 15-0" 20'-0" 111-81, 74' 21'-4" I Job nformation: 40'-0" 35-0" 35-0'' 40'-4" 150'-4" Cn E LLI> 0 —C LU 1.0 ._ m � U o 0 CN Cn L) N co =3 CD U) C:) LO E a) E -b 0 o 'a -j 0 < VI Reference No. 20-7274 Sheet: 0 2 H�3 FM06 D I FM10 j MI D- o c M�0' L S1 ■ 0 SCALE: FOUNDATION PLAN 3/ 1611 ELEVATION 'A' PRECAST"U" LINTEL(S) FILLED SOLID W/ GROUT TO BE 3000 PSI GROUT(SEE LINTEL PLAN FOR FLUSH WITH TO"P PROVIDE SCREEN WHEN GENERAL CONCRETE LINTEL SCHEDULE MINIMUM SIZE & REINFORCEMENT) OF WALL HOOK BLOCK BELOW IS NOT APPROVED LINTEL MANUFACTURERS: UPLIFT CONNECTOR (TYP) REQUIRED TO BE FILLED, CASTE-CRETE, QUALITY AND LOTTS. TYPICAL SEE PLAN STANDARD 90 1 OR2#5 REBAR DEGREE HOOK(TYP.) AT TOP a . n ° MIN.(1)REQUIRED a ° TYP. BOND ° . .. .. '.. a.' : '� •."a. OP KNOCK OUT • ,. 811 P8 O 6 BEAM TOP BLOCK/ AM J K.O. COURSE 8F16-1B/1T 8F16-1B/1T 8F16-1B/1T 8F16-1B/1T 8F16-1B/1T 8F16-1B/1T 8F16-1B/1T 8F16-13/1T 8F16-1B/1T 8F16-1B/1T 8F16-1B/1T 8F16-1B/1T 8F16-1B/1T N LINTEL BLOCK 0 O 0 O 0 0 0 0 O O O O LL Z Q FILL w/3000 psi GROUT S S E E R H E R A P A A A n CONC. w/(1)#5 #5 REBAR AT m J �° BOTTOM OF LINTEL 4.1 DIA. REBAR CAVITY AS NOTED 00 O O BOTTOM REINF. 8F16-1 B/1T 8F16 1B/1T PROVIDED IN 8F16-1B/1T LINTEL(VARIES) 8RF14-1B/1T 0 8RF14-1B/1T STD. 90 DEGREE O 8RF14-1B/1T A O 0 LO: REBAR BOTH SIDES CORNER FILLED O 8F16-1B/1T OF OPENING U.N.O. w/3000 psi aRF1a-16/1r 0 GROUT ps 1 #5 TYPICAL LINTEL DETAIL TYPICAL LINTEL DETAIL w/DBL.REINF. E ( ) SCALE=N.T.S. SCALE=N.T.S. DIA. REBAR y ~ m0 A O � F=FILLED WITH � m A INDICATES GROUT/ 00 00 PROVIDE KNOCK-OUT FILLED CELL REc RECESSED UNFILLED BLOCK FOR FIRST �. FROM FTG. TO QTY.OF#5 COMPLETE CMU COURSE BEAM w/(1)#5 REBAR @ BOT. BELOW SILL& FILL SOLID BAR OF LINTEL CAVITY W/(1)#5 BAR FOR ALL WINDOW OPENINGS 6'-2" 8 F 16-1 B/1 T Ll AND LARGER 8"x 8"x 16" HEOIGHTL CMU U.N.O. NOMINAL O WIDTH QTY.OF #5 8RF14-1B/1T REBAR AT TYP. DOWEL TOP m 25" MIN LAP TYPE DESIGNATION O O O n (AC1530) � 8RF14-1 B/1 T cw co O p 8R F 14-1 B/1 T To the best of the Engineer's knowledge,information and belief, e '" e • ° n a .i •°:• •' y' MATERIALS GENERAL INSTALLATION NOTES the structural plans and specifications contained within these OK drawings comply with the 2020 Florida Building Code- '' • •44 • 4•A' _ i .•a' 1. fc precast lintels=3500 psi. 1. Provide full mortar head and bed joints. p Residential 7th Edition.Engineer's signature and seal is only for 11111 2. fc prestressed lintels=6000 psi. 2. Shore filled lintels as required. O the structural engineering portions of the drawing pages bearing LF SEE FOUNDATION PLAN 3. Grouted per ASTM C476 fg=3000 psi 3. Installation of lintel must comply with the architectural and/or 8F 16-1 B/1 T Engineer's signature and seal. SEE FOUNDATION PLAN FOR w/ maximum3/8"aggregate and8"to O O structural drawings. FOR LOCATION FOOTING REQUIREMENTS 11"slump. 4. U-Lintels are manufactured with 5-1/2"long notches at the ends to O W CD 4. Concrete masonry units(CMU)per accommodate vertical cell reinforcing and grouting. G W v ASTM C90 w/minimum net area 5. All lintels meet or exceed L/360 vertical deflection,except lintels 8F 12-1 B/1 T aF 12 1 B/1 T 8F12 1 B/1 T F v E '0 � BLOCK WALL REINFORCEMENT compressive strength=1900 psi 17'-4"and longer with a nominal height of 8"meet or exceed L/180. RF 14-1 B/1 J a 04 N M S 01 5 Rebar per ASTM A615 Grade 60. 6. Bottom field added rebar to be located at the bottom of the lintel O O cV o V Prestressing strand per ASTM A416 cavity. O E V _ u'� LL SCALE: 1/2"= 1'-0' grade 7. 7/32"diameter wire stirrups are welded to the bottom steel for rn 00 a 6. 270 low relaxation.7/32 wire per mechanical anchorage. 7OF H 0) �N ^o tJi d ASTM A510. 8. Cast-in-place concrete may be provided in composite lintel in lieu of 8F16-1 B/1 T 8F 16-1 B/1 T 0) M v 3 vi 7. Mortar per ASTM C270 type M or S. concrete masonry units. m LL 3 d W 0 t 8F12-1B/1T 8F16-1B/1T � � -" lq" 9. Safe load ratings based on rational design analysis per ACI 318 and � Z � O y AoCl rida pp O O O O �, t 0 O Lu 1 2 X 6 X 12 P.T. 10. Florida Product Approval No.158.1 o O W OF OPENING 11. The exterior surface of lintels installed in exterior concrete mason Co N rp O � CENTER BUCK walls shall have a coating of stucco applied in accordance with masonry W U)2 rn e coon • ASTM C-926 or other approved coating/covering. 8F20-1B/1T(MIN) 8F20-1B/1T(MIN) 8F20-1B/1T(MIN) 8F20-1B/IT(MIN) Z 0 N o � tL 12. Lintels loaded simultaneously with vertical(gravity and uplift)and co Z tr D O horizontal(lateral)loads should be checked for combine loading UNIT 1776 UNIT 1658 UNIT 1509 UNIT 1836LL N o 0 0 J � with the following equation: Z Applied vertical load + Applied horizontal load <1 0 W ❑❑❑ Safe vertical load Safe horizontal load - FILLED CELL W/(2)#5 ' 3/8"DIA.ANCHOR VERTICALS(SEE M FOUNDATION PLAN 2 X 4 P.T.TOP BUCK Z N M FOR MORE INFO. z co 8 (5)3/8"DIA.x 8" Z A BOLTS 2 X 6 P.T.BUCK EACH .. CONT.WOOD TRIM SIDE OF OPENING J .-. O O GENERAL LINTEL NOTES N PROVIDE(5)3/8"DIA.J-BOLT W/5-1/2" EMBEDMENT AT EACH DOOR BRACKET, o EACH SIDE OF DOOR. PROVIDE 1-1/2"x 3/16" 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID _ a THICK WASHER W/EACH ANCHOR.(1st BOLT TO TIE BEAM. }' 'f' LL TO BE 8"MAX.ABV.CURB,REST EQUALLY w m 2"x6"P.T. SPACED APPROXIMATELY24"O.C.) 2 (1)#5 REBAR IN TIE BEAM IS TO BE CONT.THROUGH OUT INCLUDING ABV. WOOD JAMB MASONRY OPENINGS. U.N.O. TRACK MOUNTING DETAIL Uea 3. ALL STANDARD LINTELS TO HAVE MIN. 4"BEARING EA. END ALL RECESSED Ln c N **DOOR AND CONNECTION PER GARAGE DOOR LINTELS TO HAVE MIN. 8"BEARING EA. END V) MANUFACTURER.TYP.GARAGE DOOR START BOLTS AFTER 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF GARAGE CURB(8"MAX.) CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, w DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED ® ~ 77 8 (, SECT. O.H. GARAGE INSTALL WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED U o zZi M S 12 CONTACT FOR FOR APPROVAL. c � Y SCALE: 1/2"= 1'-0" 5. NOTE:ALL LINTEL DIMENSIONS SHOWN ARE"OVERALL"LINTEL LENGTHS. SCALE: Q N 0 �m LINTEL PLAN NTS Builder: Q ATTACHMENT REQUIREMENTS MITER LINTELS BY FIELD Y CUTTING E N SIZE TAPCONS SPACING #ROWS #5 VERTICAL BAR IN CELL M FILLED SOLID W/GROUT 2 x 4 3/16"X 4" 16"O.C. 1 25"MIN. 8" O 0- J LINTEL CHART w/GRAVITY& UPLIFT LOADS FOR:Villas Townhomes X LLI ILL. 2x6 3/16"X4" 16"O.C. 2 STANDARD LINTELS N LU 2 x 8 3/16"X 4" 16"O.C. 2 w N 1.TAPCONS TO BE 6"FROM ENDS AND 1/2"MIN.FROM EDGE OF SAFE APPLIED APPLIED 0[ W PRECAST LINTELS FILLED W/GROUT 1_I NTEL SAFE UPLIFT BUCK FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF &REINFORCED PER PLAN(W/MAX. z LEN GTH GRAVITY GRAVITY LOAD UPLIFT LOAD BEAM COMPOSITE m - WINDOW MANUFACTURER. REACTION AT MITER BEARING END < MARK LOAD (#PLF) m 2.BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR l000lbs) N LOAD I[# PLF) �# PLF) (#PLF) JILL EQUIVALENT,STRUCTURAL CONNECTION OF WINDOW TO TYP. BOND BEAM 8"x 8"x 16"K.O. 5 J #5 BAR W/STD.90 deg.HOOK INSIDE& LINTEL BLOCK FILL W/3000 P.S.I. r V STRUCTURE TO BE BY OTHERS IN THIS CASE. CONC.W/1 #5 DIA. REBAR - 6113 164 2707 86 8 F 16 - 16 / 1T OUTSIDE OF VERTICAL#5 AS SHOWN 3.ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO 0 C7 (3)8"x 16"KNOCKOUT ■ rr EXISTING 2X BUCKED OPENING.USE(3)ROWS OF 10dX3"NAILS SIMPSON SP4 W/(6)-10d X 1%2 COURSE w/(2)-#5 CONT. R 17 -4 1326 250 521 114 8 F 2G- 1B 1T � SP6 OR SP8 FOR 2x6 AND 2x8 WALLS EA.COURSE STAGGERED @ N O.C.@ EA.END SUCCESSIVE BUCK. MITER LINTEL DETAIL (SEE WF3A FOR ALL 6'-8" 1011 137 1283 86 8 F 8 - 1 B/ 1T 4.MIXING @ iX AND 2X BUCKS SHALL BE PERMITTED FOR THE M S'1 3 OTHER NOTES) SAME OPENING IF WINDOW MANUFACTURE AND PLAN SCALE: 1/2"= V-0" TOP PLATE .+ D 6'-G" 2177 1433 1224 566 8 F 14 - 1B f 1 T Job Information: REQUIREMENTS(FASTENING)ARE MET. 5.ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X STANDARD HOOKS SEE , ,r BUCK W/(2)ROWS OF 8d NAILS @ 16"O.C.FASTEN WINDOW TO " MS05 FOR MORE INFO "COVER 1= 5 -1G 4360 1518 2426 7G2 8 F 16 - 1B / 1T 2X PER WINDOW MANUFACTURE SPECS. I I 1 F 5'-8" 1662 118 1567 68 8 F 12 - 16 1T ❑� TYP. FILLED CELL W/3000 P.S.I. PRECAST LINTEL CONC.W/1 #5 REBAR VERT. 5`-G" 3 090 125 1526 50 8 F 14 - 10 f 1 T N H 6,_Orr 3480 118 1475 68 8F16 - 1B 1T Q INTERIOR BEARING WALL 15`-G" 1G 236 250 55 8F 12 - 1B 1T W s U INTERIOR SHEARWALL WALL SPLICE DETAIL(2)2X P.T. - + $ v <: .. w BUCKS W/ m i - 3=2Y" EXTERIOR FRAME WALL WF3B K 4'-6" 7547 119 3375 52 8F16- 1B / 1T W 1/2°O.S.B. #4.2Y" SCALE: 1/2"= V-0" rr - v #5=2Y„ L 4 -6 4375 1010 2040 384 SF 14 - 1B f 1 T 0 Q - > BETWEEN G B. a•' #7 3Y" 8n C.M.U. I- �� • 2x8 SYP#2 STUDS @ STRUCTURAL SHEATHING I 7'-4" 1729 137 1065 86 8F 12 - 1B 1T V, • I 12"O.C.w/SIMPSON ATTACHED PER TB13/D2 _� • .� • . .. SPH8 TIES EACH N 4'-G" 6113 164 2707 86 8F16 - 1B 1TCo [1STUD w/(12)10d x COURSE x E KNOCKOUT LAP SPLICE EMBEDDED STANDARD 90°HOOK STANDARD 180°HOOK a° 2"x#2 SYP/SPF P.T. W/(3) COURSE w/(1)-#5 CONT.EA. �_ � � 1-1/2"TO STUD OR r rr 1/2"X 8""J"BOLTS OR(3) SP1&SP2T&B COURSE O 4 -8 3G9G 1652 153G 6G2 8f 14 - 1B / 1 T REQ'D LAP SPLICE, EMBEDMENT,AND HOOKED REINF.STEEL(INCHES) .� 0 { E AN X O S O (6)ON n GRADE 40 GRADE 60 ANCHORS OR 6 3"X 1/4" T/WALL P 12 -0 1 254 135 500 152 SF 16 - 1B � 1T TAPCONS OR 8 2 7/8"HILTI DBL 2x8 SYP#2 P.T. O 0 N BAR SIZE BEND O LENGTH LAP SPLICE BAR SIZE BEND!tD LENGTH LAP SPLICE ❑� ( ) 'r o 4-1 ,_ p TIX-DNI NAILS BASEPLNCHOR/2" 4 -8 5365 1172 2185 446 8F16 - 1B 1T r11 m N V N "A„ "B" C„ „D" "A" „B„ C„ „D" I I EPDXY ANCHOR OR W 1/2"JBOLTw/MIN. SEE NOTE . ,i L #3 1 7/8 41/4 7 15 #3 21/4 41/4 91/4 18 2xBASE PLATE 7"EMBEDMENT@ 1 R 11 -4 1254 2G7 5GG 97 8F16 - 1B / 1T CO J N °. . a . 32"O.C.AND 6" 1G'-10" 1366 1140 544 517 (6 0 #4 2 1/2 5 5/8 9 1/2 20 #4 3 5 5/8 12 1/2 24 FROM EA.END 8 F 16 - 1B 1T }; #5 3 1/8 7 11 3/4 25 #5 3 3/4 7 15 1/2 30 a r rr (1)2X OR(2)2X BUCK T 8 -G 1843 164 748 45 8F 16 - 1B / 1T U DETERMINED BY #6 33/4 81/16 14 30 #6 41/2 81/16 181/2 36 FILLED CELL SPACING, SEE PLAN. � „ BUILDER #7 4 3/8 9 13/16 16 1/2 35 #7 5 1/4 9 13/16 21 3/4 42 NOTES: U 1G -10 1366 114G 544 1253 8F 16 - 1B 1T LI;� C N 1. GROUT TOP(3)COURSES SOLID E o FRAME EXT./BRG./SHEAR) WALL J 0 Q 2x BUCK DETAIL REBAR SPLICE DETAIL TO MASONRY CONNECTION WALL SPLICE DETAIL Reference No. MS11 MS05 MS03 WF3A 20-7274 SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" Sheet: S2 . 0 SCALE: LINTEL PLAN AND SCHEDULE NTS 150'-4" 40'-0" 35-0" 35-0'' 40'-N' 22'-8" 17-4" 13'-4" 10'-0" 11'-8" 13'-8" 10'-01, 11'-4" 12'_4" 28'-0" COMP. COMP. WS01 COMP. COMP. 0 o D-3 TYP. O 1 HB 3 3 HB 3 3 1 1 will HB HB ■ ■ ■ III MS03 MS03 MS03 MS03 I I i O o I LANAI F- -- - - - - S2.o s2.o - - - - - - LANAI s2.o s2.o - - - - - - LANAI o II wl I 9u III MAST R BEDROOM I MASTER BEDROOM o BEDROOM 2 I — Fw11 MASTER BEDROOM I > I n I I FP-1 LANAI I II Q MASTER SUITE [D o I BW2 Bw2 I O 110 I MASKER BATH III L III - - II I - - KITCHEN zi O 2'°" II Q[D— L- - H4 - - II SINK III _ _ _ — — J 71Lj j ------------ II w oil I H4 L a , II ------------- -- — MS03 52.0 C8 DINING = MS03 s2.o 3 WIC III m N W.I.C. u i - BA 2 _ Ha --- H4 > 3 m W.I.C.m N III a O ----------� III GREAT ROOM Q II i m N Av 0 0 F- oII Bw2 I it-- k -1 > we Q III it Dw o III p ' F1-11 I moMAST BATH � � I �� IL-- Z I O °II 1 I TE-11 ' o- SIN - 1 O To the best of the Engineer's knowledge,information and belief, II GREAT ROOM o the structural plans and specifications contained within these GREAT ROOM I drawings comply with the 2020 Florida Building Code- 1 I II Residential 7th Edition.Engineer's signature and seal is only for ___ MASTER BATH B W 2 I the structural engineering portions of the drawing pages bearing °sl K DW 1 0 0 II KITCHEN i BEJOOM 2 Engineers signature and seal. o wC I O we 1 W ao I `� N U N # KITCHEN 41tAHU i WIC WC we II 4- 7 v N o m I III ® ® i FAMILY ROOM ° w u, rn �Nc LLaa nv _ -- BA 2 0� I -- AHU Bw2 HC T� BATH o ---- O ------ ~ mTO I� II ° Z �mc 0 Lu wDso1 — — — I P119 FOYER BA 2 AH 1 Z_ 62 N o a a III C8 �;1 q Lo M Z lA O TYP. II P-. I 3 O i II WSOI N O U U tVn — — FLEX/OFFICE I o Z r-- I ---------- I D3 W I I 11 w I o I - - - I BEDROOM 3 TYP. BEDROOM 3 3 we T BWER I 'n M IIII v M FLEIla X/Q�FFICE I Z i O u 0 A p i z o IIII Q o w r FOYER - SHOWER Z 1 II z BE ROOM 3 0 III FP'19 I 0 II LAUNDRY g BA 3 o Q J o Z o KITCHEN I BEDROOM 2 II J 1 M O N MS03 III I 1 MS03 II FOYER a N z 52.0 J H4 � II BW2 3 S2.0 I CD o m • D. W. I — cn LL -- U _ C2 m S2.0 O II 11 — — I 3 Lq — — = H4 N C8 MS03 ,.. oo tlOs 52.0 I11 1I MS03 II r--� m 3 52.0 C r i ENTRY �� ��- I 1 1 s2.o n l 0 s2.0 _ U c � L------_=� 11 1 1 HS I I 1 1 L----- __� Lu J a _ _ = O 4 102 I 11 I I o U N m Q ' ENTRY 20 E TRY o �m ��DROOM 2 � , - , , � N �, GARAGE s C9 II GARAGE GARAGE GARAGE BEDROOM 3 - BEDROOM 4 I N Builder: b MS03 N 52.0 II II MS03 MS03 — 15'-0" II S 0 M MS03 Em 0 0 o 52.0 52.0 52.0 CNI ELECT. - - - - - ROO_FGT - - - E - - - - - - - - - - - - - - � -in ELECT. Q CM METER I _ TRY ro _I� - _ _ _ METER I I I w LL I I LU N I I LU LU HB6�7 I I I HB HB HB m WN — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I L L WiZ NIV NIV — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I m 0 0 0 0 C� UNIT 1776 UNIT 1658 UNIT 1509 UNIT 1836 0 O co 20'-8" 6-8" 12'-8" 20'-0' 4'-4'' 10'-81, 1s-0" 20'-01, 11'-8" 7'-4" 21'-4" Job Information: 40'-0" 35'-0" 35'-0'' 40'-4" 150'-4'. Q E PLAN KEY NOTES J LU � 1❑ INTEGRATE WALL TOGETHER w/ EITHER DOUBLE *k O WYTH 9 GA HORIZONTAL JOINT REF. @ 16" O.C. ( D ~ VERTICALLY OR BY ROTATING BLOCK EVERY OTHER COURSE. Z3 .\� CIO O �O / � U r WALL TYPES LEGEND co o L) � 00 Masonry caCD 8'-0"T.O.M. (CMU wall) O Framing N E o I 2x Framing J U a a X�-: x 2x Interior Bearing Wall Reference No. _ Frame Wall Located Below 48"A.F.F.w/Cap 20-7274 Sheet: S3 . 0 SCALE: STRUCTURAL PLAN 3/ 1611 = 1 ' ELEVATION 'A' M M M 0­\ A I \ I K U U O o QO o QO O O O O O O N N N N N N N N N N coM M M cop p coM cocococococoV V V V V V V V V p p V Q LT) Q LT) lI] lt) lI] L(') l!� l[) O O O O O (O �— U U U FC, C1 C . . . . . . . . ..... C5 @24" 1 1 @24" I @24 C M O.C. I 1 1 O.C. I TB14 O.C. FW 11 TB14 I 1 D-3 FP- D-3 I 1 A I 1 T814 E7 --- — --- --- -- I D-3 i I -- i i E I E7 1 1 1 I 1 I ( E A1. A r E7 I A I I --- -- --- -- -- ;• ] E 1 II E7fl E7 F F E7 1 1 F'1 1 1 I I I I I I I I I I E II IIII I II I IIIII • I '� _: E7 E E7 E 1 a = N M M M M (") M M M M m V L0.I co M M (") M 1 .... .... .... .. M co M.. M co.... M • co M m M m M M M M (") co M E7 1 0 0 0 0 0 0 0 o O O o 0 o a O o 0 0 0 0-- o-- o-- o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a a a s a a a a a .. a ... a I a a a a a a a a a s a a a a a a a a a a a a a a a a s a a a a a a a a a a E7 � E E7fl i .I E 1 I• �: E7 -- ... .. ... :I E7 MMMM 1 -- -- -- -- -- 1 --- --- — --- j: E :I FW19 1 FW19 / ... — FW19 E7 .............. : .. ... .. .. ... .• ....:: E 10 . ::: ... ::: ' J I E7 1 ::: I : .....:.:........... E ... .. ............::::: A E7 1 -- -- -- — :: E TYP. U.N.O. To the best of the Engineer's knowledge,information a , the structural 1 [ 1• and belief, Within these E7 I 1 ;� ; 1 ; E drawings complly with he 2020 Florida Building Code- SO1 WS01 Residential 7th Edition,Engineers signature and seal is only for :: I [: : :•.: ;., = 1 he structuralengineering portions of the drawing pages bearing o D-3 I -- — D-3 Engineers signature and seal. TYP. E7 :: : ' I — ... .. E TYP. c � °° E7 I I ) F aE � n l I I I ! I E a O M 1 O l C I I I rc F C :: 14 A i 0 7 J LL a w E7 I E b� to w a :.: :... : I a a 1 IIIII I I — --- — �/F N' 3 d Y :: C Vil 11 111 II IIII III IIIII I J Z O BO -- I 1 Z m o O Y F01 .l 2 a o O ~ W MO 0or -- -- -- > �i '� N O BO zzxA IC g zxsa ' 1 W ; Q Q AC ESS E ACCE Z oo N O J d u LT) t,.1 Z a to O BO g : ::: :: --- --- Q A A > 1 Z N O U ❑❑❑ o W @24" @24" > O B. O.C. O.C. IL BO g 1 FW11 1 M 1 FP-1 M U M M 610 z G G O BO 1 EG5 Ph 1 0/000 Z oa0o � Z o Ll__ Q O J BO 3 B09 E5 V MVO MVO 2 1 a C3 ----- — O V13 0 2 C9 0 BO --- W1 E5 MVO -- --- 14 C1 BO b U U B07 B1 Lj ti 14 U 1O M .... ..... C1 M O M N C N BO M BO w w w w w w U U BO 14 N = y W1 W1 � U c BO P 1 B0 BO 1 ® — t 8 zI✓`.. P-1 � E U oo m C ®® B01 BO B04 B1 Q oo m UNIT 1776 pEo1 UNIT 1658 DEoI UNIT 1509 GDE01 UNIT 1836 GDE01 V Builder: YL0► N Q M 0— CON LL NECTOR SCHEDULE FOR:ADAMS HOME THE VILLA TOWN HGMES"B" w TRUSSACTUAL CONNECTOR UPLIFT DESIGN B11 ROOF GIRDER(3 PLY) N TRUSS ID BEARING POINT CONNECTOR ID FASTENERS 41 UPLIFT RATING Ill N Cl,C3,C5,E7,E7V,E3,E4,E5,E24, (2)SIMPSON HTT5 w w E36,E7A,H36, .4G1 L{R -470#DrIE-- HETA16;'PER TRUSS MFR. 13104 (3i14dx1-1;2" w/(26)0.162"x2-1/2"NAILS � w (19)10d x 1-1}2";' w/5/8"A.B.&WASHERS m LL A'21 L;'ry1;'M;'R 2372- rlea= 12)HETA16/(2)HETA16} 2365 123654.r262�! (1B)10dz1-1}2"} J LL I--'-HT=3'D/(2)HT52IJ 262.3# (4&)14d x 1-1}2"{ (49',10d x 1-1j2" J (9)iod x 1-1`2 ? � A02,A03,A04,AOS,A06,A2'7 LjMfR 1203#Dr less HETA16r'HETA16/H10A 18101ff1910#/104OW (9)lod x1-1}2"j 0 v (19)10d x 1-1}2" LVL BEAM(SEE PLAN) co (9)10d x 1-1}2" CANTILEVER 4"BEYOND COLUMN B03,602,B€}5,606,618,619 L .-'R -788#crlea=_ HETAi6?HET.4ic i81'D#r 18i'D# (9)10d x 1-1 j 2" SIMPSON CC046SDS2.5 � Job Information: B16,K7,B12,B20 L;'R 2293#Dr leas 12;IHETAi6;'[2;IHET.AiE 2365sj 2365# 19)10 d x 1-1{2" PL POST(SEE PLAN) (13)l0dx1-1f2'} HETA16;'HEFA 6+' HETAi6r' iB1D#{1 Blow/19199 iBi #+ (4)10dxl-1{2 } TRUSS TO HEADER CONNECTION ADS L/M/MjP SIE4_-rIes=_ (9)1'Dd x1-11-2" SCALE: 1/2"= 1`-0" (n (9'11 Od x 1-1/2 (9)lod x 1-1/2"f A09,A29 LrMr'R 929sDrles=_ HETA16@24fHETA16;' 1810#+raslorF{1814ff (9)lOdx1-1{2"? HETA16/HTS201HETA16/ (24)lod xl-lf2"/ Q HETAi6 (9)10dx1-1}2"} A35,A36,A37 L/M/M/R 1039#orless HETA16 1814#/1310#/1814#f1810# (9)10dx1-1/2"/ \ (%10d x 1-1/2"{ 9 10d x 1-1/211 / O Al 1,Alt,Al4,Al S,Al 6,Al L'ry1;'R -1151#Dr le-- HETA16;'HT52'3r'H ETA16 19104;'131.24 l RIC4 (24)10d x 1-1}2"{ (9)lOd x 1-11 2"} w ]2)HETA16/(2)HETA16/ J (9;114dx1-1{2" A41 L/M/M/R -1191#orless 2365#/2365#/2620# (9)lOdxl-1/2"/ ` [2}HTS20/PER TRUSS MNF w 5 (9;114d x i-i?2" 24 1Od x 1-1f 2" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND R401,R4'22,RL''23,RL'04 L.--'R -1794.Dr le==_ A35 @ 48"DC 2904 j 29.24 CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft O [9)1'0d x 1-1}2" HETA16/HT520/PER TRUSS (9}lOd x 1-1/2"} R H yy� � A44,A45,A45,A47,A49 L/M/R -1197#or less 1814#{1314# IND SPEED(ULTIMATE) 160.0 MPH 12;IHETAi6 r'(2;IHT52'Dr' (18)i0d x i-i/2";' MFR 24 1Dd x 1-1/2" ND SPEED(ALLOWABLE) 23.9 MPH v, A13 L M{R -15304 Dr le=-s (2)HETA16 2365 ;'262'D4.r'2365# (43)10d x i-i}2"} (9)lod x 1-1/2"/ EXPOSURE CATEGORY C 19)10d x 1-1 2" A49,A54,A51,A52,A53,A54 L/MfR 1215#or less HETA 16 f HETA 16f HETA 16 1810#/1814#/1816# EFFECTNE WIND PRESSURE AND SUCTION(PSF) Co ( { (9}lOdx1-1/2"f HIPROOF>20TO27DEG. — WIN DAREA (+)VALUE DENOTES PRESSURE (9;114d x 1-112"} 9 10d x 1-1/2" (SO FEET) (-)VALUE DENOTES SUCTION [4:12]-[6:12] H ET.416 r'HTS24r'HT52'Jr'P ER a=Ott Al 9,A19,A20,A21,A22,A23 Lj M+'MjR -1534#Dr less i814Ar 1310k/13104 (24.114d x1-1}2"{ (9)lod x1-1/211f AREA ROOF 1 2e 2. 2r 3 3e 3r ■ ' TRUSS M FR ` Xa.` y 0 (24j 1'Jd x i-1}2" A55,A56,A57,A58,A59,A60,A61,A62 L M R -1164#or less NETA16 HT520 H10A 1810# 1310# 1444# HIP -49.98 -68.93 -68.93 -68.93 /jE / / / / / / [24}14d x 1-1/2"/ 10 {}'I 1','}d x 1-112" 91 GABLE -49.95 -49.95 -79.64 -79.64 -79.64 -102.64 T I � 110 14d x 1-1f 2" 1 HETAi6-HETAi6/HT==2' L) Q ^, N A24,A25,A26,A38,A39,A40,A42 Lr'Mr'MrR 1148#Drless 1&lort/1810#/1314# 1'Ddx1-1{2"f (9}14dx1-1/211 ROOF NAILING SCHEDULE/NAILING ZONES(SHINGLEAND nLEI: p a--+ t{! 0 PERTRUSS MFR A63,A64 L/R -491#orless HETA16/H1OA 1810#11040# rp (24114d x 1-112" 14 10d%1-1/2" ZONE 1: ASTM F1667 RSRS-03(10d)NAILS @ 6"O.C.ON EDGE AND 6"O.0 IN FIELD L U N HET.Ai6jHETAi6r'FEP 9 14dxi-172"f' 9 ZONE2e,2n,2r:ASTMF1667RSRS-03(10d)NAILS@4"O.C.ON EDGE AND Z A27,A.28 Lj ro;'R 11474Dr less 1810#r 181 ( ) ( A65 L/R 2226#or less (2)HETA16/(2)HTS20 2365#/ 2620# (18}lOdxl-1/2"/ 00 /��{/� TRUE ryt FR 14d x 1-1f2" (48 lod x 1-1/2" ZONE 3,3e,3r: ASTM F1667 RSRS-03(10d)NAILS @ 4"O.C.ON EDGE AND 4"O.0 IN FIELD }� _j O HETAi6@24r'PERTRUSS ROOF SHEATHING: ICU A29 L�'R -1152 if Dr l e ss MFR 181'D# (9)lOd x 1-1;�2" SHINGLE:'s/z"EXP.1(°%o) � +� TILE: 'sA"EXP.1(4%") !V/Jl O A34,A31,A32,A33,A3- Lr'R -470#Dr less HETAi6r'PERTRUv.SMFR. 181'24 19)14dx1-1?2'- NOTE; `1J TRUSS MANUFACTURER: BUILDIRS FIRST SOURCE DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 3/2/2021 1. PER CO DE AS TMF1667RSRS-01 REFERENCE TO8d(2 3X"x0.113")NAILS B'27 L;'R -1'J55#ar le-- H ETA16}HETA16 181 1 1810# L=LEFT,R=RIGHT&M=MIDDLE BEARINGS. 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN /i',SHEATHING SHALL BE FASTENED � Y (9)i0d K 1-1/2" WITH ASTM F1667 RSRS-03 10d(2%"x 0.131")NAILS OR ASTM F1667 RSRS-04 IS'x.120")NAILS m BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. 3. GABLES-DROP GABLE END&(1)ADD ITIONAL DROPPED TRUSS 2x4#2SYPOUTLOOKER -4fi E P p (26,I Sod x 1-12',r RAFTER W/BLOCKING 16"O.C.IF NO DROPPED GABLE END,ATTACH 2x4#2 SYP BLOCKING GABLE ROOF 20 T027 DEG. E 611 L;'R 41324cr le__ [2iHTT5/'MGT 45554139654 @ [q:12]-[6:12] o o 0 [2 2'1i Ud x 1-1...-2' " @ 16"O.0 FIRST 4 BAYS WITH(2)12d NAILS EA.END.ATTACH ROOF SHEATHING TO RAFTERS J U Q a W/BLOCKING PER NAILING SCHEDULE. V Reference No. 20-7274 Sheet: S4 . 0 SCALE: ROOF FRAMING PLAN 3/ 1611 = 1 ' ELEVATION 'A' FRONT WALL OF FRONT WALL OF GARAGE GARAGE TOOLED CONTROL GRAVEL BASE W/PAVERS JOINT #5 DOWEL 11"CONCRETE RECESS DRIVE WAY RECESSED 1 1/2" tF GAR. FIN. FLR. GAR. FIN. FLR. CMU BLOCK WALL. 1.5"RECESS FOR T� inSEE FLOOR PLAN FOR MORE INFO FOR CMU WALL 8" OPTIONAL CURB FOR MAS. @ 0 4"CONC. oGRADE REINF.SEE N DRIVEWAY w/F.F. PLAN :EF ELEV.0'-0"w/(1)#5 BAR CONT. • 6"@APRON • NREINF.SEE PLAN •, •• REINF.SEE W s 00 : PLAN THICKENED EDGE EXPANSION I. ' • �. o :• Q N Z 'A > 8" (2)#5 REBAR-1-STORY 8" °° I. 2 STORY:20"WIDE P q •. . y O W/(2)-#5 CONT-Ar: . ' a 2 STORY:20"x 20" (2)#5 REBAR •+ '• : w/(3)#5 CONT. a" 24" a° (3)#5 REBAR W/PAVER DRIVE WAY W/CONCRETE DRIVE WAY 16" I- 16" (2)#5 REBAR SLAB RECESS AT OVERHEAD KF*M01 SINGLE STORY FTG FM02 SECTION GARAGE FM09 GARAGE DOOR rFMO5� INTERIOR CMU BEARING WALL SCALE: 112"= V-0" SCALE: 112"=V-0" N.T.S. SCALE: 112"= V-0" PROVIDE RECESS STEP DOWN PER MANUF.SPEC'S SLOPPED GROUT REINF.SEE PLAN TO DRAIN SEE PLAN SEE PLAN FOR ELEV. OPTIONAL CURB 4" FOR STEP FOR MAS.@ ELEV. �I REINF.SEE U-0"w/(1)#5 BAR p AN • a CONT. • • • • a . .•, '• • •• MUDDED FLOOR • a' 'rz"EXPANSION JOINT NN 'A •. '�: SLOPED TO SEE FM01 @ 1 STORY DRAIN OR FM08 @ 2 STORY 16"' (2)#5 REBAR To the best of the Engineer's knowledge,information and belief, 2 STORY:20"x 20" the structural plans and specifications contained within these W/(3)#5 CONT. drawings comply with the 2020 Florida Building Code- Residential 7th Edition.Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing F M 14 SECTION SHOWER rFM `15� S.G.D. SILL DETAIL AT FOOTING Engineer's signature and seal. SCALE: 1/2"= V-0" N.T.S. H t E F, a o 2, sN � J N N ik O �, � " w FA 0) �N ^p 'R L Lu a 2x BRG.WALL.SEE CMU WALLLu Lou) REINF.SEE PLAN STEP-SEE PLAN STEP-SEE PLAN j M 3ZF 4 FLOOR PLAN FOR LL L� 3 a p PAVERS(TYP.) MORE INFO .� • ° o 0 w F.F. REINF.SEE REINF.SEE Y? SLOPE GRADE PLAN :I PLAN W U Fo m rn Q Q co% 0 J a I— Z CV Z_ 00 4 • •� • N Ln U U rV LL 00 — T I �• ❑❑❑ �° W 8" (1)#5 REBAR N •. • N • :• f •. t •.�. MIN. CONT. 8" (2)#5 REBAR (2)#5 REBAR 2" 16" 2" 2 STORY:20"WIDE 2" 16" 2" 2 STORY:20'WIDE z a o w/(3)#5 CONT. w/(3)#5 CONT. z O z a FM03 THICKENED EDGE rFM11 STEP DOWN BRG. rMl1A STEP DOWN BRG. N SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"=V-0" t/1 z O w ALT:THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY W.W.F. PLACED IN 1/8"SAWCUT x 1/4 _ SLAB THICKNESS COLD BENDING THE BAR WITH MIN.BAR LAP OF 25" N UPPER 1/3 OF SLAB WHERE SHOWN ON a ,,, a- • •. OR FIBERMESH FOUNDATION PLAN w ' 'I•■tl .•' r- N U �® REINF.SEE PLAN. . ''fir !� '-•�-- w 0' I.I' . �� �� ''' w y - e z "• I I • ' I #5 CONT. REINF.SEE ® = t $ I✓ l ,.y ,' I I ' ' •� T. FOUNDATION FOR U 'o y A :a .. Z (2)#5 CONT. a an d LU Q } , ;4�.' :• • I 11 QUANTITY Q N T �( _ I gm a. a fl w w :ri_ �- (2)#5 BENT - �•I •`' BARS w/MIN 25" :a•• 1s" LAP SPLICE '. e�;'• #5 x 25"x 25"CORNER Builder: (2)#5 CONT. MiN. -� -_ =__-� BAR ONE FOR EACH TYP. STEP • ' • •• HORIZ REBAR,TYP. Q> U.N.O. rFM20 CONTROL JOINT DTL FM18 FOOTING DETAIL FM19 TYP. CORNER BAR DTL. CO Q M SCALE: N.T.S. SCALE: 1/2"= V-0" SCALE: 1/2"=V-0" 0 0- W N LU 2x BRG.WALL.SEE STEP DOWN 5/8" DRYWALL FLOOR PLAN FOR PER PLAN W W BASE MORE INFO RECESS PER mLLJ DOOR MANUF. 1.1 1/2" REVEAL TREINF. SEE PLAN REINF.SEE F.F. SPECS. J m PLAN Z LL 1-1/2" •. � J •• • N •. SE PLAN �•: • REINF.SEE O • PLAN 4" 16" 4' (2)#5 REBAR O 8" 4 2 STORY:20"x 20" 20"WHEN NOTED 2 STORY:20Ax20" M w/(3)#5 CONT. 1�_4�� w/(3)#5 CONT. � JOI7 In OrmatlOn: rFMi2� STEP DOWN NON BRG rFM10 INT. BRG WALL rFMO6� EXT. DOOR SILL SCALE: 112"= V-0" SCALE: 1/2"= V-0" SCALE: 112"=V-0" N Q E LOCATION OF BARRIER TO BE V-0" IN FRONT W OF MECH. OR APP. WHEN REQUIRED J 4" DIA. CONCRETE W � GRADE REINF. SEE PLAN FILLED SCH40 STEEL ztt PIPE. 0 FRAME PARTY WALL ° �: a. ANCHOR BOLT SET IN ate', REFER TO FW19/FP-1 SEE BEARING WALL SEE BEARING WALL ;. ,, ; °.` 4" DIA. CONCRETE HIGH STRENGTH 00 FOR MORE INFO SCHEDULE FOR A.B. SCHEDULE FOR A.B. o z FILLED SCH40 STEEL o z EPDXY P.T. BOTTOM PL. REQUIREMENT REQUIREMENT T o h h ■ �� 0 �jpFRAME PARTY WALL TOP(2)#5's x 4'-0" PIPE. N (1)#5 BAR CONT. GARAGE REFER TO FW19/FP-1 T - PVC OR SCH40 RECESS PLATE BELOW SLEEVE CENTERED @PIPE a TOP OF SLAB > m U r vsLAe 4"CONCRETE SLAB SEE FOR MORE INFO 4"CONCRETE SLAB SEE PENETRATION FTOP OF SLAB o O No n .X d w PLAN FOR MORE INFO P.T. BOTTOM PL. PLAN FOR MORE INFO PIPE PERPENDICULAR TO FND. PIPE VERTICAL TO FND. TOP OF SLAB ^, m i U N d > W ° #5's x 4'-0" PVC OR SCH40 PVC OR SCH40 A. N � T TOP(2)#5's x 4'-0" ., CENTERED @ PIPE SLEEVE SLEEVE ° (� O ,. a PENETRATION CENTERED @ PIPE ° a--� d ° Qaa d ada PLUMBING LINE PENETRATION PLUMBING LINE A. CLEAN COMPACTED FILL a CLEAN COMPACTED FILL , • y . • a • a •••: . LEQ.z 14" MIN. DIAMETER LO a" 1' a" (3)#5 CONT.ON CHAIRS (3)#5 CONT.ON CHAIRS -• •'` FOOTING E 8" 2'-0" 8" 8" 2'-0" 8" z CONCRETE w/MIN. 3"COVER w/MIN.3"COVER co • : �'•• `•.• , a a- 0 PIPE PERPENDICULAR TO FND. V Reference No. (FM28 PARTY WALL FOOTING w/ CURB rF29 PARTY WALL FOOTING FM23 TYP. FND. PENETRATION S NOSEE FOUNDATION (FM�24PROTECTION BARRIER DETAILS Sheet: 20-7274 PLAN FOR SIZE AND SCALE:1/2"=1'-0" SCALE:1/2"=1'-0" SCALE:N.T.S. REINFORCEMENT SCALE: /2"_1'-0.. D- 1 REQUIREMENTS DETAILS SIMPSON HUC410 SEE PLAN PROVIDE 2x4 MIN. BLOCKING AT BUCKET SEE ROOF PLAN ROOF SHEATHING CENTER LINE OF HIP/RIDGE,TYP. FOR MORE INFO BETWEEN TRUSSES w/(2)12d NAILS SEE ROOF PLAN FOR BEAM EACH END TO TRUSS TOP CHORD SIZE &CONNECTION INFO *DIAGONAL SPACED AT 20'-0"O.C.MAX.SAME SPACING AS SEE FLOOR PLAN FOR BOTTOM CHORD LATERAL BRACING COLUMN SIZE& BASE MIN 2x4 BLOCKING BETWEEN TRUSSES CONNECTION INFO X-BRACING 2x4 SPF OR SYP W/ 1/2"OSB FLITCH PLATE <45° (3)- 16d NAILS @ EACH TRUSS REQ'D ONLY WHEN MINIMUM 2x4 CROSSBRACING(SEE PLAN WEB SECT. AAp` OVERLAP TRUSS BRACING OPTION A INDICATED ON BEAM OPTION B A FOR LOCATION) BLOCKING PRE-ENGINEERED AT LEAST ONE TRUSS SPACE SCHEDULE/PLAN WOOD TRUSSES 6"OVERLAP POST ABOVE p MIN 2x4 BLOCKING MINIMUM 2x4 SPF OR G.T. COMMON BEAM TO POST ATTACHMENT (2)SIMPSON HTS20 COLUMN BETWEEN TRUSSES SYP TRUSS BRACING A �� A TO FLOOR SYSTEM BELOW SEE PLAN FOR (3)-12d PER JOINT SYSTEM OR BEAM ADD MIN 2x4 ALONGSIDE TOP CHORD HIP G.T. TOP OF BEAM SEEOOR PLAN OR MORE NFO WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" CONTINUOUS SPAN(EITHER SIDE OF BOTH IF REQ'D) MINIMUM(3) 12d xx BOTTOM CHORD NAILS PER JOINT BRACING 2x4 MIN. CONTINUOUS LATERAL BRACING NAIL *SPACED AT 15'-0" SEE ROOF PLAN FOR—/ OVER X-BRACE AS SHOWN-INSTALL MAX BEAM SIZE& BLKG.ATTRUSS WEBS FOR NAILING (2) 12d NAILS AT 12"O.C. MAX CONNECTION INFO. JACK SEE FLOOR PLAN FOR TRUSSES COLUMN SIZE&BASE CONNECTION INFO ° e ' a SEE FOUNDATION PLAN FOR MORE TRUSS BRACING INFO COLUMN TB01 CROSS BRACING DETAIL TYP TB02 CROSS BRACING DETAIL TYP TB03 HIP/RIDGE BLOCKING DETAIL TB04 OVERLAP DETAIL TYP CD11 COMMON BEAM ATTACHMENT CD19 OVER BEAM SCALE: 112"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" BRACING SEE CONTINUOUS BOTTOM "X"BRA DETAIL CIN CHORD BRACING 2x4 (4) MIN.SEE DETAIL T604 16d NAILS STRUCTURAL SHEATHING ATTACHED PRE NAILING SCHEDULE 20'-0" MAX 20'-0" MAXto 2X4#2 SYP BLOCKING @ 16"O.C.W/(2)16D NAILS EA.END. FLOOR TRUSS @ TB03 SEE[RSH]SCHEDULE FOR SHEATHING ATTACHMENTS. IF>9"2X4#2 24"O.C. 2x4 CROSS 0 (MIN.FIRST BAYS) SYP BLOCKING 2x4 BLOCKING d Z 0 @ 16"O.C. BRACING @ 48" @ Lu z O.C. 48"O.C.w/(2)12d U SIMPSON A35 NAILS EACH � < @ END @ To the best of the Engineer's knowledge,information and belief, W 8d NAILS @ 4"O.C. WALL AND ROOF 48"O.C. the structural plans and specifications contained within these G.C.TO PROVIDE BLOCKING _ J m I I SHEATHING,SEE 2x4#2SYPCONT.LEDGERW/ DOUBLE 2xTOP drawings comply with the 2020 Florida Building Code- TO COM PLY W/APA o X - CONT.2X4#2 + TB13/SN FOR 2 10d x 0.131 NAILS 8"O.C. 4 16d NAILS Residential 7th Edition.Engineer s signature and seal is only for < 2x4 SYP OR SPF CROSS ROOF SHEATHING ( ) @ PLATE ( ) the structural engineering portions of the drawing pages bearing RECOMMENDATIONS FOR o SYP W/10D X SPECIFICATIONS Engineers r d BRACE APPROX.8"FROM + SEE SCHEDULE[RSH] g eer's signature and seal. SPAN RATING OF } 0.131 @ 8"O.C. 2x4 SYP L BRACE FOR RIDGE THEN 48"O.C.AFTER. + FOR FASTENERS&SHEATHING STRUCTURAL c SHEATHING. o X NAIL w/3-12d @ EACH END& (2)10D X 0 1131 GABLES 3'-0"TO 5'-11" SHEATHING W v < @ CROSSING AT 45°ANGLE. TOENAILS EA. + 2x6 SYP L BRACE FOR ATTACHED PRE o o co (NOT REQ'D WHEN GABLE IS% SIDE IF>9",2x4#2 SYP@ 16"O.C. 2x P.T. BASE a o N w °o % 4'-1"OR SHORTER) * GABLES 6'-0"AND W/(2)10d x0.131 TOENAILS PLATE w/1/2"A.B. NAILING (� c� o c � L` TALLER. SCHEDULE 00 Co w + ' AT EACH END 32"O.C. 0 °o w CONT 2x4 SYP OR SPF ATTACH L BRACE w/ DOUBLE PLATE @ r- o LL a FOR WIND SPEEDS < 160 MPH QIL + 12d NAILS @ 4"O.C. `�M 3 J w Y p SPANNING(4)TRUSS 2x8#2SYPP.T. Z RID E r Z BAYS(8'-0")NAILED w/ GABLE TRUSS CONT.W/RAKE m LL LL 3 a w ?� p p SEE FOUNDATION a � � .. 3 w � � 1111 + W/ 1 1/2"x4"EMBED. PLAN FOR MORE SEE PLAN FOR 0 J -o— zit O W 3-12d TO CHORD(MIN 1ST 12"LONG 2x4#2 SYP ( ) rn Y **ALTERNATE SPAN RATED 32/16 LU 4 BAYS EPDXY BOLT @24"O.C. INFO. BRG WALL INFO. Z ca v 0 o � PLYWOOD MAY BE USED. 32/16 IS J _ ) FASTEN(1)SIMPSON HGA10 BRACE + BLOCK AT BRACE Y r o O w COUNTERSUNK IN TOP PLATE W 3 CON o O ( = m p CONNECTOR FROM DIAGONAL LOCATION.FASTEN TO m J THE SPAN RATING.THE PLYWOOD < ' 2x4 SYP OR SPF BLOCKING BRACE TO BLOCK/PLATE * SILL PLATE w/10d 3" RAKE BEAM W in rn THICKNESS IS 1Y32")IF 1Y32"IS USED U BETWEEN TRUSSES @ 48" O.C.C @ @GABLE END Z co N Z y� O THEN THE ALTERNATE BLOCKING IS O.C.MAX.FASTEN TO EA. SEE DETAILGE07 / / / / c� " ¢ NAIL GABLE TRUSS ��� ���� � � � ¢ _j O TRUSS w/3-12d NAILS EA. ® FOR MORE INFO i �� '�� Z O U U NOT REQUIRED AT HIP SECTIONS o END TO TOP PLATE w/ ��� �ii �i��� W ❑❑❑ ��C 16d NAILS @ 4"O.C. Y2"x8"ANCHOR BOLT NOTE: o X - ¢ 4 BAYS 2x8 P.T.PLA E AT 48' O.C.MN. 1 SEE TRUSS MANUFACTURER'S TRUSS < o \ M ENGINEERING CUT SHEETS FOR \ \ KNOCKOUT (GE08� SECTION RAKE GABLE END z ADDITIONAL PERMANENT BRACING THAT O O \\ \\ NAIL TOP OF"T"TO GABLE TRUSS w/ COURSE Z O MAY BE REQUIRED Z \ MASONRY WALL o Z_ 2-12d AND 1 SIMPSON H8 w/ Q .-. 2)"T"BRACING MAY BE USED IN PLACE OF \ \ I SCALE:3/4"=1'-0" a � U 10-10dxiy"NAILS < ROOF SHEATHING,SEE _ r� PERMANENT BRACING PROVIDED IT C1 07 M FASTEN(1)SIMPSON HGA10 @ 48" I TB13/SN FOR ATTACHMENT °N' O U) EXTENDS OVER AT LEAST 90%OF THE J Co O.C.w/8-Y4'x1Yz"SIDS WOOD SCREWS I OVER JACK TRUSSES,SEE N z WEB. GABLE END TO TOP PLATE/BEAM \ I PLAN. \ \ X-r T FLOOR RUSS FRAMED WALL OR BEAM \ \ I ij— BOTTOM CHORD GABLE END BRACING @ 4'-0"O.C. MAX. FOR FIRST(4)BAYS BELOW,SEE PLAN. \\\\ I 24"O.C. o TOP CHORD 2X4#SYP BLOCKING @ 16"O.C. MAX. FOR FIRST(4)BAYS \ ALT TRUSS DIRECTION Q @ WOOD FRAMED WALL Ln REQUIRED MINIMUM PERMANENT 2-12d OENAILS/ TRUSS BRACING PLAN NAIL TOP OF"T"TO 2-12d TOENAILSLU GABLE END BRACE NON-BEARING CLOSURE WALL FRAMING TB05 GABLE TRUSS w.H8 w/ GE01 AND1-SIMPSONH8w/ WF56 ® — t 8 SCALE:3/4"-,'-o' DUTCH GABLE SCALE: 1/2"= 1'-0° . _ t I SCALE: 1/2"= V-0" 10Dx1 Yz'NAILS @ (, o m Q N 0 � Builder: Q W YC-) E N Q M TRUSS NOTES: I 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014(TRUSS PLATE INSTITUTE)NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING W IS APPLIED,AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE TRUSSES BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS n LN L]i CONSTRUCTION.FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES.THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES& �1 w N SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL(SUCH AS GRAVEL OR SHINGLES)SHALL BE PLACED ON THE TRUSSES IN �/ LU Lw ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. fN ! ! m LU 2. ALL BRACING(DB,CB, BB)SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS U MANUF.SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0"O.C. MAXIMUM. J m 3. ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER&SHALL BE ATTACHED W/(2)-16d NAILS AT EACH TRUSS INTERSECTION. a0 I z) J 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM 0 Z) CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE DEPTH EXCEEDS STANDARD HEEL HEIGHT.SEE TYP.TRUSS BLOCKING DETAILS. O *2x8#2 SYP RIDGE BEAM ,1 ,2 24 2 O co **2x6 RAFTERS @ 2'-0"O.C.MAX.W/(3) 1 od COMMON TOENAILS TO RIDGE BEAM PLYWOOD Job Information:� VERTICAL SCAB 2x6#2 SPF 48"O.C. TRUSS TYP. HAND FRAMING ABOVE TRUSS 2x4 W/(4) 12d TOP& BOTTOM OR H5 OR BLOCKING SEE STUDS& PLATES AT 2'-0"O.C. EACH DIRECTION TYP. U.N.O. HCLR/LL IN PLACE OF(4)10d SECTION B-B * COLLAR TIE EVERY 3rd RAFTER CONV.FRAMED RIDGE MAY BE NAILED W/ I (n MIN.(4)-12d WHEN IT LANDS NEXT TO ** PRE-ENG TRUSS 2x4 SPF(BEVEL CUTS OPTIONAL) (2)2 x 4 (3)2 x 4 LAMINATIONS (3)2 x 6 LAMINATIONS Q E LAMINATIONS W/(1) W/(2) W/(2) CB W/(2)#7x3-1/2"WOOD SCREW EACH ROW OF ROWS OF ROWS OF > O DB BB TRUSS OR H5 @ 48"O.C. STAGGERED 10d STAGGERED 16d STAGGERED 16d LL.I � 2x8 BLKING.NAILED @ EACH SIDE W/(3) CONT.ROOF SHEATHING AT TRUSS DOUBLE TOP PLATE COMMON WIRE COMMON WIRE NAILS COMMON WIRE NAILS J 12d NAILS WHEN REQUIRED W/(2) PRE-ENG.TRUSS NAILS (ONE INTO EACH (ONE INTO EACH w MTS12'S TOP CHORD AT ALL HAND FRAMED 2x STUD WALL SEE PLAN AREAS TYP. e (D=0.148", L=3")OR OUTSIDE FACE) OUTSIDE FACE) O PLYWOOD ROOF SHEATHING EQUAL (D=0.162", L=3-1/2") (D=0.162", L=3-1/2") DIAGONAL AT 8'-0"MAX 2X4 BLOCKING BETWEEN OR EQUAL OR EQUAL .— WOOD TRUSS 3 TO 4 TRUSS SPACES � � � a--+ 2x4 AS SHOWN ALTERNATE TRUSSES W/(2) 12d NAILS @ NOTES: _0 DIRECTION � EACH END,CONT EACH BAY 1. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN. ■ 2. ALL NAILS PENETRATE AT LEAST 3/4"OF THE THICKNESS OF THE LAST LAMINATION � � � 2x4 CONT.AT T&B 3. FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2"LAG SCREWS OR EQUAL(SPACE AS SHOWN 00 T CHORD ALTERNATING BLOCKING Y U FOR 3-PLY) L) Q N CONC.MASONRY STEEL OR (2)-12d NAILS TO EA.TRUSS PLYWOOD SHEATHING 4. REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFO. ° +-+ O WOOD SUPPORT SEE PLAN FOR CONNECTION M m � U N 6 00 A-A ALTERNATE BLOCKING DOUBLE TOP PLATE 2X4 P.T. BLOCKING BETWEEN AW—a O DETAIL @ INTERIOR BEARING TRUSSES W/(2)-12d NAILS @ `\v TRUSS EACH END 5 \ SECTION B-B STANDARD NAILING FOR O SEE PLAN FOR WALL TYPE. � j N 6 TYP. WOOD TRUSS BLOCKING WF37 BUILT-UP COLUMNS Eb T606 BLOCKING/CONV. FRAME DETAILS SCALE: 1/2"= 1'-0" _j Q ¢ i SCALE: 1/2"= V-a" RAISED HEEL VI Reference No. 20-7274 Sheet: D-2 D ETAI LS NOTE:MAY CUT BACK 2x8 P.T.@ TOP TO ALLOW WHEN REQ'D RECESSED PRE-CAST LINTEL CONT.2x4 BLOCKING AROUND CURVE MIN.2 TAPCON ANCHORS TO 2x8 MASONRY WALL SEE PLAN SEE WF09 FOR ADDITIONAL (3)-16d COMMON HEADER INFO NAILS(TYP) HEADER(SEE PLAN) HEADER PER LOCATION >: 2x8 w/(3) 12d TOE NAILS 7/16"OSB EA.SIDE LINTEL(SEE PLAN) EACH END. 2x BLOCKING TO OSB 7/16"O.S.B.EA. 7/16"OSB w/6d NAILS @ w/(2)-8d EA. END 7/16"OSB w/6d NAILS @ SIDE 16"O.C.TO SIDE&TOP NAILER 16"O.C.TO SIDE&TOP 2x BLK'G TO O.S.B. EDGE VIEW NAILER w/(2)-8d EA. END 2x4 SPF CONTINUOUS 2x w/(3)12d TOE NAILS BLOCKING ATTACHED TO EACH END TYPE. 7/16"OSB w/(2)8d NAILS. EDGE VIEW SEE DETAIL ABOVE 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 2x BUCKS SEE MS11 FOR 7/16"OSB w/(2)8D NAILS MORE INFO T-0" MAX. WINDOW OR DOOR OPENING WINDOW OR DOOR OPENING x. WF02 DET. @ ARCH WINDOW FRAMING CMU WF01 DET. 0 ARCH WINDOW FRAMING FRAME SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" SIMPSON LSTA30 EACH SEE STRUCTURAL NOTES SIDE OF HEADER AND NAILING SCHEDULE + FOR SHEATHING DETAILS SEE ARCH PLAN AND (2)2x HEADER SEE + * PRE-ENG TRUSS DESIGN FLOOR PLAN FOR MIN (2)2x TOP PLATE SEE 0 HEADER SIZE AND REQ'D + * PLAN FOR MORE INFO SLOPE F SEE NOTE 1 BELOW01 JAMB STUDS(SEE + + 2X4 SPF ROOF TRUSSES-SEE 2 SH07/D3 FOR OPTIONAL + BLOCKING ROOF PLAN FOR F, DOWN SET AND BOX BETWEEN LOCATIONS PLATE f/ HEADER INFO) TRUSSES @ 2x4 SPF BRACE NOT BY To the best of the Engineers knowledge,information and belief, SIMPSON the structural plans and specifications contained within these JAMB STUDS SEE * FILLING AND BLOCKING AS 48"O.C. MAX. @ 48"O.C.-NAIL ALUM DRIP EDGE drawingscomplywiththe2020FIoridaBuildingCode- w/(4) 12d AT S Residential 7th Edition.Engineers signature and seal is only for o HEADER SCHEDULE EACH END& BRIG WALL TYPE the structural engineering portions of the drawing pages bearing REQUIRED FASTENED TO FOR REQ'D STUDS ALTERNATE Engineers signature and seal. HEADER w/(2)ROWS OF 2x4#2 SPF w/(2)-12d NAILS 6�o P�� PER PLAN 2x SUB FASCIA 12d @ 16"O.C. U.N.O TRUSSES DIRECTION @ 24"O.C.@PARALLEL sts���P N C' NOTE:CONTRACTOR TO SEE PLAN F�`'FPS`` 2X2#2 P.T.MIN, W 0 0O TRUSS CONDITION 1/4"MIN.SPACE F O oM E N NAIL 1st KING STUD INTO SIMPSON HTT5 w/26 16d NAILS FASTENED P2BE NOTE CONT VENTED OR SOLID SOFFIT 0 N 6 _j u_ HEADER PER HEADER ( )" O C J , s SIMPSON DTC w/(4)8d NAILS :. w SCHEDULE THEN &A$'EXPANSION ANCHOR w/6" SIMPSON A34 TO TOP PLATE, CONT 2X4 NAILED TO 2X BLOCKING NAILED TO TOP 0 rn r- rZ 3 `` wa ,a--ATTACHED ADDITIONAL * EMBEDMENT U.N.O.OR 8 2"AT @ 2'-0"ON (2)8d NAIL @SLOT @EVERY BLOCKING w/2-12d NAILS(") CHORD EVERY OTHER TRUSS a 3 w KINGS AS REQUIRED GARAGE STEP DOWN CENTER a i� 3 a w TRUSS CROSSING * 2x STUD @ 24° w/3-12d NAILS,TYP.(**) _Z a o 2x P.T.BOTT.PLATE O.C.MAX. 1. G.C./BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED = M o m ° J '*BASE HOLD DOWN W 0 g m m Q CONNECTORS NOT S ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED Z 0 N o � a REQUIRED @BEARING FO FFq SEE PLAN IN THE DESIGN CRITERIA SEE WIND LOAD CRITERIA PRESSURE CHART. N co Q a o RC,y 2. 2x2#2 MIN. P.T.w/J-CHANNEL SECURED @ 24"O.C. FASTEN TO: Z o � WALLS WITHOUT UPLIFT ROO J O,4 O� 1/2"SPACE 2X4 SPF BLOCKING �. A - CMU w/3/16"x 3"LONG TITEN 2 @ 16"O.C. W ❑❑ O O'�Fi]iC`s SIMPSON SP2 @ TOP BETWEEN TRUSSES @ 24" - WOOD w/0.148"x 3 1/4"@ 16"O.C. b N� SIMPSON SP1 @ BOT OF O.C. MAX.w/(2)16d EA.END 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE N EACH STUD (TYP.) z o 0 HEADER SUPPORT NO.OF JACKS& 2/O U STUDS REQ.AT OPENINGS '0 o O 2x4 S.Y.P.@16"O.C• SHEATHING STRUCTURAL SOFFIT z 2x4 WALL 2x6 OR 2x8 WALL :S OPENING TYP. INTERIOR NON—BEARING WALL SCALE: FOR a SIZE JACKS KINGS JACKS KINGS WF18 EA END EA END EA END EA END SCALE:3/4"= 1'-0" REV. 03. 26.2021 BLOCKING REQUIRED, FOR SOFFITS< 1'-0"-3'-11" (1) (2) (1) (2) 1'-4" MID BLOCKING NOT REQUIRED N z O **HOLD DOWN CONNECTIONS NOT FOR VINYL SOFFITS > V-0"SHALL �_ LL 4'-0"-9'-0" (2) (3) (2) (2) REQUIRED @ BEARING WALLS 9'-1"-16'-0" HAVE MID BLOCKING PER R704.2.1 fQ W W (3) (4) (3) (4) WITHOUT UPLIFT l.1 p *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* w o r N NOTE:CONTRACTOR A NAIL 1st KING STUD EXTERIOR NON BRG. WALL DETAIL PRE ENG. WOOD TRUSSES �� _� WF09 WALL HEADER DETAIL INTO HEADER PER HEADER SCHEDULE T615 Uco THEN ATTACHED ADDITIONAL KINGS AS INSULATION PER FBC AND ENERGY FORM SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" E x REQUIRED SUBMITTED WITH PERMIT APPLICATION = t 8 I SHINGLES, METAL, OR TILE ROOF VERIFY w/ELEVATIONS ¢ N 0 �m TRUSS ANCHOR WATER RESISTIVE BARRIER V1 Builder: SEE PLAN PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) Q ROOF SHEATHING- SEE SCHEDULE V� �j M CEILING BOARD - [RSH] -ON FRAMING SHT. FOR W Y SHT'G & FASTENERS :E Q ACV DOUBLE 2x4 TOP 0- PLATE SOFFIT PER DETAIL SF01 X LLI ILL. 8 x 8 x 16 K.O. FELT PAPER OR TRUSS PLATE V N LU 2x4 STUDS PER PLAN 2 ROWS 12d @ 3" LINTEL BLOCK W/(1) BETWEEN CMU/TRUSS ' LJJ N O.C. 2x4 w/2 ROWS OF 12d #5 DIA. REBAR & LLU NAILS @ 3"O.C. FILL CELL-(1)#5 DIA. REBAR W/ IZ LLJ 3000 PSI CONCRETE CO PROVIDE 2x4 ON TOP OF 2x8 TOP SPLICE 3000 PSI CONCRETE. ALLLL TO BLOCK OUT TOP PLATE SrB, LOCATIONS SHOWN ON J m ATTACH w/(2) 10d NAILS M//y DOUBLE 2x8 TOP FOUNDATION & FLOOR PLANS. Z) J O.C.(SOLID BLOCK w/2x6) PLATE WINDOW SYSTEM 0 Z) PRECAST"U" LINTEL SEE SCHEDULE 2x4 BEYOND AGAINST 2x8 STUDS O O WINDOW SILL OM AT ALL EXTERIOR CONDITIONS ATTACH P.T. FURRING STRIP Job Information: 2X STUDS TO TOP PLATE W/(4) 16d NAILS (2 ON EA.SIDE)TYP INSULATION PER FBC AND 2x8 STUDS PER PLAN(SIM.w/2x6 STUDS) ENERGY FORM SUBMITTED WITH PERMIT APPLICATION TOP PLATE TRANSITION 1/2" DRYWALL PRECAST CONCRETE SILL N P.T. BASE NAILER PIPE OR DUCT w/PENETRATION NOTE: ° 8 x 8 x 16 CONCRETE BLOCK Q THRU TOP PLATE w/MORE THAN PLATE LENGTHS MUST BE AT SEE STRUCTURAL NOTES AND WOOD BASE > O 50%OF TOP PLATE WIDTH LEAST 8'-0"LONG.TYPICAL NAILING SCHEDULE FOR CONCRETE SLAB (SEE FTG. DOWEL#5 DIA. REBAR 17" IN L I INSTALL SIMPSON PSPN516Z w/ SHEATHING DETAILS / FOUNDATION PLAN FOR CONCRETE-25" EXTEND (ACI 530) J LU (12) 16d NAILS TYP.TOP&BOTT. MORE INFORMATION) ABOVE SLAB.ALL LOCATIONS 1:T O DOUBLE 12d SHOWN ON FOUNDATION PLAN. E 2X4 SPF BLOCKING @ 48" FOUNDATION/ FOOTING T/SLAB -2TOP SPLICE O.C.MAX.w/ (2)16d END 2X4 BRACE@ 4'-0" (SEE FOUNDATION PLAN `v NAILS EACH END TRUSSES ON CENTER FOR MORE INFORMATION) _0 = �2 ROWS 12d @ (4)12d NAILS 00 3"O.C. / EA.END GRADE N O m C: U r .� o a AT ALL EXTERIOR CONDITIONS ATTACH /�! SIMPSON HGAM 10 @ 4'-0" C0 N U cV 2X STUDS TO TOP PLATE W/(4)16d O.C.MAX.OR SIMPSON L NAILS 2 ON EA.SIDE TYP HETAis OO -a J CD CD h. 1/2"GAP co BOTTOM SPLICE OVER STUD �% 8"C.M.U. SEE PLAN FOR REINF. s O EXTERIOR ' �' INTERIOR Lo N E a) E N p TB14 NON—BRG. EXTERIOR CMU WALL WS01 TYP.1 —STORY WALL SECTION J Q < TOP PLATE SPLICE DETAIL SCALE:3/4"= 1'-0" SCALE: 3/4"= 1'-0" VI Reference No. WF17 20-7274 SCALE: 1/2"= V-0" Sheet: D-3 DETAILS