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Home My WebLink AboutplansGENERAL REQUIREMENTS All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight, and all other cost related to the completion of this project., unless explicitly identified here. Owner is responsible for all municipal related charges such as impact fees, and water connection, except building permit fees, which are to be included in the construction bid. General contractor to check all drawings for errors and ommissions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. Architect is not responsible for the contractors method or means of construction. General contractor is to keep the site in a clean and safe state through out the course of construction. On building turnover, general contractor to clean all surfaces so as to be free of dust, grease, stains, scuffs, etc, Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. All plans and drawings are not considered complete until they have been reviewed and approved by the St. Lucie County Building Department and the building permit has been issued. Project Data Project Name: Amant Homes Street Address: 7934 Steeplechase Court City: Port St. Lucie P.G.A. Village County: St. Lucie State: Florida Scope of Work Add three new fixed glass windows in the existing family room c.b.s, wall Remove the existing fixed glass window in the existing CBS wall Relocate two existing recepticals Design Loads Roof Live Load: 30.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: C STRUCTURAL NOTES: Internal Pressure Coefficent: .18 All reinforcing steel shall be high strength billet steel and shall to ASTM A-615 60 Lap Structure Designed: Enclosed conform grade specifications, continuous Soil bearing capacity: 2000 p.s.f. reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspan. Hook discontinuous ends of all top bars. Reinforcing steel shal have a minimum of 1" concrete cover, or as follows: Building Code BOTTOM TOP SIDES Beams: 1 1/2" 1 1/2' 1 1/2" 5th Edition Florida Building Code: Residential Slab on Grade: 1 1/2" 1" — 5th Edition Florida Building Code: Existing Buildings Structural Poured: 3/4" 3/4' Poured Walls: _ 3/4" Alteration Level ll Slabs exposed 4o the weather 3/4" 1' 2011 National Electric Code NFPA 70 Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code318" BUCK ATTACHMENT NOTES All struotural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH seperatirig material. BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR "T" NAILS" 4" FROM ENDS AND 12"o.c. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION proceeding. No slump over 5" shall be permitted for any structural concrete without the Architect or Engineer approval. All Design al . _Jonstruction shall be inaccordance with the current American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable local codas- - — -- Qpppp� '.';-...�.. ,. Structural Cc ate shall attain a minimum ultimate compressive strength ` (Fc') in 28 days as follows: Column Footing and Wall Footing: 3000 p.sl Column and walls from foundation to roof: see column schedule. 3/8" continuous bead of All other concrete: 3000 ps.i. caulk (back bedding) behind All wood members shall have a minimum fiber stress in bending buck to prevent liquid passage of 1200 p.s.i. with 1/360 max deflection. set flange in c9htinuous bead of caulk across the Climatic & Geographic Design Criteria entire face of buck -CBS Weathering: Negligible Termite Area: Very Heavy 80 Min. 1 1/4" embedment Flame Spread Index & Smoke Developed Index o u ° at windows and min. 22 & ° . . ° . 1 1/2' embedment at c y o d ° ° ° sl. gi, doors Insulation Flame Spread: Not to exceed 25 o Insulation Smoke Developed Index: Not to exceed 450 3 2 E Wall Finishes: Not greater than 200 -14 to td 2 ° .° . ° 1/2" drywall Ceiling Finishes: Not greater than 200 � W OUm ° FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% of stucco finish the 28 day design strength. perimeter caulk Design, Erection, & Removal of all formwork, shores, & reshores shall meet 1/4" max. struct. shim meet the ACI Standards 347 and 301 Attach p.t. bucks with 8d coil nails at caulk 12"o.c. ts tach as Typ. Alum. window manufactures jamb or sliding glass product approvals door jamb NOTE: Method of attachment and Gunable sealants shall comply with waterproofing procedures are the ASTM C 920 Class 25 grade or same at poured concrete sill. greater for proper joint expansion and contraction Coat Bucks with DryLock Waterproofing after they have been installed and Chaulked DESIGNED TO MEET THE REQUIREMENTS OF FBCR 2014 703.8 (FMA-AAMM 200) "FLASHING" Window Flashing Detail at CBS Wall r� 17'-4" O 17' 4" 4'-61 4"-6" 4'^2" V'_g^ Or MMMUM SHIN a��D�Ef��p{711111L p _ New reinforced cells - with (1) #5 vert, rebar Typical four places scale. 1/4" e l'—O" ELECTRICAL LEDGEN® DUPLEX OUTLET 48" x 24„ Fixed Glass Tna rner9mn to be removed Existing Ei00r Plan scale. 1/4" 11,099 Co PRODUCT APPROVAL Approval Number Product Model Nurnber Manufacturer Glass Attachment Method Building Rated Product Rated Type Design Pressures Design Pressures PGT Ind. Head and Sill: 6" max from corners and 12'o.a Jambs: NOA: 16-0629.14 Fixed Windows PW720 WinGuard Impact 6" from corners and 12"o.a max. Use 1/4' Tapcons with 1 3/4° embedment Into concrete +53,2 -69.6 +/- 80.0 Use #12 8 S Screw with 1 /8' embed. Into wood arch Existing Roof Assembly to Remain , B. 10'-0n - T_O.----- Arch Wind. Head Fi estop--'/ 81-6------_---_-- 1 x 2 p.t, furring strips 24"o.c.— with R4.1 Foil insulation 1/2" d.w. New Cast In Place Concrete Sill with (1) #3 rebar embed. into CBS jambs CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSiBIIl Y OF THE COVACTOR OF RE,OORD Existing Concrete Foundation and Footing -� 0.00' F.F.E. I17M Existing Two Course Perimeter Bond Beam Fixed Glass Windows Light Textured Stucco Finish • 8x16x8 C M U Typ. #5 Vert. Rebar (See n Dowel Rod install Note) n •� I Grade lop -on -o�-- T.O.B. -_ 8'-V91 10'-0n F.F.E.— - _ 10, ®n T.O.B. 8'-6"-i!�----- 10"-0" F.F.E.. Existing Fascia - Existing window to be removed Existing Rear Elevation Scale. 1/4" THEDS PLANS AND ALL PROPOSED WOW ARE SUBJECT TO ANY COMECTION3 Existing REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDLR TO Fascia CCIOPLY WITH ALL APPU,-A!-E C6MS. -53.2 69.6 +53.2 69.6 New dear Elevation scale: 1/479 m T—®91 typical concrete Typ. Arched Header Framing 2 x 8 p.t. plate anchored above with 1/4" x 3 1/4" Tapcon screws at 120c.c. and 6" at ends. and on sides with (4) 1/4" x 3 1/4" Tapcon screws. /2" cd.x, plywood on tech side and bottom fall as per struct notes :over with 150 Felt and paper Sacked wire lath with two coat stucco finish on exterior aT. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP CE REVIEWED BY DATE p - PLANS ND RM MUST BE KEPT ON JOB OR --NO INSPECTION WILL BE MADE C 4 W Z O IW <L 0 F- lIpp- !A Z Z O Z date drm & — cheoi _�. Ili deil 12/27 see as rk _--_T job nu log oh(m Am Steel Angle on each side of CBS wail at new (3) p MV2 L m 0 E 10'-0- F.F.E. LJne of the pe meter ff scale: 1/2" e T-0" Notes 1. Break outside wail of block cell vertically from top of foundation to top course of block 2. Drill into footing at an angle a hole 1" in dia. 9" deep 3. Insert a #5 x 8' long rebar with epoxy (Non Shrink Grout) When hard bend straight and vertical 4. Then after inspection Pour 3000 PSI concrete Small A grecgate into cell of in lifts 36' high 8" M0 0010 0o Um r_ u WCL Section of -/ Existing Wall to be removed 3" Existing Perimeter Bond Bearin New Cast In dace Concrete SIII with (1) #3 rebar embed. into CBS jarn,bs )inforced 0is at (4) ---- - - — - 10'-� t J 1/4' Tapcons with 1 3/4' Embedment Into concrete c.c. staggered -_. to Steel Angle Support 5. Epoxy shall be either Hilt! C-100 or Simpson Epoxy Tie Stucco Finish Install as per the rnanufacturers over concrete instructions block VLRTICAI scale 1 1/2" :, T-0- _ WALL REINFC 'R E F'M IR 3" x 6" x 1/4" Steel Anrple on each side of Last In Place Beam Extend Angle 3" min. Past Jambs. Cut Groove in Masonry to receive Angle THESE PL414S AND ALL PROPOSED VVC'RK ARE SUBJECT TO ANY COMECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN OADER TO COfAPLf WITH ALL APPLICABLE CODES. Add new vertical #5 rebar in fllied cell (SEE NOTES) AIL