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HomeMy WebLinkAboutBUILDING PLANSFront Elevation scale: 1/4" = 1'-0" Right Elevation Rear Elevation scale: 1/4" = 1'-0" Left Elevation scale: 1/4" = F-0" Safe Load Table Notes L All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U 'lintels must be reduced by 20% if bearing length is less than 6 1/2". 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. 5. All safe loads in units of pounds per linier foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. X5 rebar al bP e quanity of #5 rebar at bottom of lintel F=filled groin H dt x 'M. V1 E w;am—I .� °m 8F16-1B/1T wem _rX,X 75/8" re #Sber at both— r m;al Jq0 aare ofk5 b "nP J of limel cavity haigth 8' Nominal Lintel Type Designation Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field cut to the required length.. 3. Cast in place concrete may be provided in composite U lintel In lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S Cast in place sill or Tie Beam Option In the event that precast products are damaged in the field cast in place sills and tie beams may be used (not to exceed. 5'-10") Typical cast in place tie beam to be a min. 8" x 12" with (2) #5 top and (2) #5 bottom Pre Engineered Wood Fiberglass Shingles Roof Trusses 24"o.c. oveEN2 Stick" Shop Drawings by undn 19/32"' Others c.d.fastened as peredule See Connector Schedule 12 amn 6 1/2" d.w.J Ix 4 p.t. Firesiop Two Course Perimeter J Beam with (1) #5 Rebar Filled with Grout each Course 1 x 2 p.t. furring strips 24"o.c. over 3/4" Insul. Board (R 4.1) 1/2" d #5 vert. rebar in grout filled cell _ See Floor Plan for Locations 4" 3000# Fibermix Conc. on .006 Visquine on Clean Compacted, Termite Treated Fill 0.00, 0 F-1 Smooth Stucco Frieze Band Galv. Drip Edge over 1 x 3 p.t. 2 x 8 Cedar Co Stucco Soffit over High Ribbed Wire Lath Fastened to Trusses, Provide (1) Layer of #15 Felt on Trusses under Lath 8x16x8 CMU Typ. Stucco Finish over Concrete Block. #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells Grade 16" x 18" 3000# Cont. Conc. Mono. Footing with (2) #5 rebars cunt. Typical Wall Section 0 N 0 Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 930 s.f. Area Tabulation Living: 750 Entry: 180 Total: 930 Total Cubic Volume: 7,7001 c.f. Cast Crete Lintel Schedule FILE COPY Design Loads Scope of Work Roof Live Load: 20.0 p.s.f. New One level CBS Floor Live Load: 40.0 p.s.f. Single Family residence, Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: 11 Building Code Wind Exposure.: B Internal Pressure Coefficent: .18 2017 Florida Building Code: Residential Structure Designed: Enclosed 2014 National Electrical Code: NFPA 70 Soil bearing capacity: 2000 p.s.f. Climatic & Geographic Design Criteria RECEIVED Weathering: Negligible Termite Area: Very Heavy FEB 01 2019 Flame Spread Index & Smoke Developed Index ST. Lucie County, Permitting Insulation Flame Spread: Not to exceed 25 Insulation Smoke Developed Index: Not to exceed 450 ALL MANUFACTURES TABLES SHOWING Wall Finishes: Not greater than 200 U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST Ceiling Finishes: Not greater than 200 REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED All Rebar to be #5 Gmde. fin min MARK LENGTH OF LINTEL ALLOWABLE GRAVITYLOAD APPLIED GRAVITYLOAD ALLOWABLE UPLIFTLOAD APPLIED UPLIFTLOAD BEAM SPECS. L-2 3'-0" 8974 167 5591 100 8F24-1B/lT L-3 10'-4" 2781 167 1457 100 8F24-1B/1T L-4 6'-4" 2177 502 1340 315 8F12-1B/lT L-5 4'-4" 8060 1597 4409 1126 8RF22-1B/1T L-6 6-0" I 3480 167 1880 100 8F16-1B/1T L-7 14'-4" 1370 297 519 375 8F16-1B/lT Min. Beam depths shown, beams may be increased without comment At Lintels over 24" deep, provide (1) #3 vertical rebar at 24"o.c. along length of lintel 30'-0" 1 T-8" 12'-4" Coonn d. FL 4] 60" x 20" Fix. Glass 0 0 v.t.r. JF±]J 01 121vat.W�l o water line Ref. 0 w/D O Range & O 8" 3'-2" 6-8" v Exh. Hood 3'-2" 3'_6" 2'_2" 1'-5" T-T 8" 10'-0" Cing. 1o'-oP o Cing. ❑ d N Tempp. Glass on 42" Tall N Walls 2 x 4 Frame 22.5 x 36 O 14 2880 24.5" Tall Pocket 2880 Attic s.h. 0 ❑ Access a Living Rm. 10'-0" Cing. & 16" Coffer Master Bdrm. L-3 in 10'-0" Ceiling o In o I ❑ (2) 36 s.h. Electric Fireplace HB 16-9" 4" 11 Pon 14 HBo s.h. o L-2 N t] O IOILI U01;te L-s w A L-5 o Entry w L-6 10'-0" Cing. L-6 o from F.F.E. 0 E1101 MOD❑o Ah— 4'-10" Floor Plan scale: 1/4" = V-0" 13'-0" 1'-4" L-7 13'-0" T-10" date revision 1/30/19 Plan Review Comments � w Ln T`�J1 C7 W � 1 00 r- . W o .. TJ a � w CC3 Ull Q o W ti Nt/ Q r� v 1 W O w U W Q r—i Q O W U W w Q � z 04 � C) w rr; date I revision 1/7/l9 Bath Layout & Window Removed Kitche Window, Enlarg Living Window drawn s.l. checked s.1. date 12/2118 scale as noted job number 18067 sheet A-1 O Z E oW m 5 Z Co m in Z Co m� Z O 10�ouom UU) z oLu z LLJ Z a0 J 0 WZW .W-.W Wwagt t; 0 0- n a r o$ �0¢ o&tI WSW C3 0 LW r cc90 SCANNED BY St. Lucie County Front Elevation scale: 1 /4" =1'-0" E 'H 1 Right Elevation Rear Elevation scale: 1/4" =1'-0" Left Elevation scale: 1/4" = l'-0" Safe Load Table Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must be reduced by 201/0 if bearing length is less than 6 1/2". 2. N.R. = Not Rated 3_ Safe loads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. 5. All sale loads in units of pounds per Tinier foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. inforced lintel e i Lei reh� �,ao ,u-,,, ofk5 rehm thanom of lintel r cavi�v L F=g HIM r out I netain a� I Eyll Mild, 8F16-lB/1T WIIII 11'1 , el Lieu— uminel l ni,t""mV ba, v °f AsJ Amel teary Lintel Type Designation Installation Notes 1. Installation of U lintels must comply with architectural andfor structural drawings. 2. U lintels can be field cut to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to I 1 inch slump. 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S Cast in D1ace sill or Tie Beam Option. In the event that precast products are damaged in the field cast in place sills and tie beams may be used (not to exceed 5'-10") Typical cast in place tie beam to be a min. 8" x 1.2" with (2) #5 top and (2) #5 bottom Pre Engineered Wood Fiberglass Shingles Roof Trusses 24"o.c. over "Peel and Stick" Shop Drawings by underlayment on 19/32" Others c.d.x. plywood fastened as ,.\ per nailing schedule See Connector Schedule Open Cell 1� Spray Foam Insulation per 6 Energy Code l 10'-0"TOB 1/2" d.w IX 4 p.t. Firestop Two Course Perimeter Beam with (1) #5 Rebar Filled with Grout each Course 1 x 2 p.t. furring strips 24"o.c. ---\ over 3/4" Insul. Board 1/2" d.w, #5 Vert. rebar in grout filled cell See Floor Plan for Locations 4" 3000# Fibermix Conc. on .006 Visquine on Clean Compacted, Termite Treated Fill --x 0.00' a a 0 M • F-1 ib Smooth Stucco Frieze Band _Gale. Drip Edge over 1 x 3 p.t. 2 x 8 Cedar Stucco Soffit over High Ribbed Wire Lath Fastened to Trusses, Provide (1) Layer of #15 Felt on Trusses under Lath 8x 16x8 /— CMiJ Typ. Stucco Finish over Concrete Block. #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar to Cells Grade 16" x 18" 3000# Cont. Conc. Mono. Footing with P-4" (2) #5 rebars cunt. Typical Wall Section Section d �l 0 �G Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 930 s.f. Area Tabulation Living: 750 Entry: 180 Total: 930 Desian Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficent: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Scope of Work New One level CBS Single Family residence Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: VeryHeavy Flame Spread Index & Smoke Developed Index Total Cubic Insulation Flame Spread: Not to exceed 25 Volume: 7,7001 c.f. Insulation Smoke Developed Index: Not to exceed 450 Wall Finishe v.: Not greater than 200 Ceiling Finishes: Not greater than 200 Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT' LOAD BEAM SPECS. L-2 3'-0" 8974 167 5591 100 81;24-1B/IT L-3 1U-4" 2781 167 1457 100 8F24-lB/1T t.4 6-4" 2177 502 1340 315 8F12-1B/lT L-5 4'-4" 8060 1597 4409 1126 8RF22-113/1T L-6 6-0" 3480 167 1880 100 8F16-lB/1T L-7 14'-4" 1 1370 1 297 1 519 375 8F16-lB/IT Min. Beam depths shown, beams may be increased without comment At Lintels over 24" deep, provide (1) #3 vertical rebar at 24"o.c. along length of lintel 30'-0" 12- 4„ ® c d. L-4 60" x 20" Fix. Glass 0 o v.Lr. Ul 01 o o v.t.w� o water line /\\// \\J/\ Ref. `i.�' 0 w/D O Range & 8" 3'-2" 6'-8" Exh. Hood 3'-2" to 3'-6" 2.2" 1P_5" 7_7" 8 r ]0-0 Chng. U it 10' 0" o ElCing. 7 v o N Temp. Gless Te ap Tell N V Walls 2 x 4 Frame ?7 2.5 x 36 [7 14 2880 24.5" Tall Pocket -880 Access s.h. a o � L-2 Living Rm. a 10'-0" Cing. & 16" Coffer Master Bdrm. L-3 10'-0" Ceiling (2) 36 s.h. Electric Fireplace HB 16-9" TJ 4" 11'-0" m El 14 ❑ n s.h. HB N 0 1011, Foro HEIIo L-5 5 w o Entry Ljr'�ullc n L-6 10'-0" Cing. x t from F.F.E. r ❑❑ _:�t 10o o❑ 4'-10" 1-4"l Floor Plan scale: 1/4" = P-0" FL -7] 13'-0" 8'-2" l'-4 8'-2?' 8'-2" 7] 13'-0" 4'-10" T P-4"I M � � � w W ' E; nn � l � w / C/0 a) 'b � w ct u � W o O CC3 Q7 r— 4 E-4 Q' MU�•�� cV • �r -It � r xoz .- + o0 N U W W-4 � Q coo M U o w W U wQ Q W a w Q � z W � oU � � W O � U U1 H a U H rn date I revision 1/7/19 Bath Layout & Window Removed Kitche Window, Enlarg Living Window drawn s.l. checked s.l. date 12/2/18 scale as noted job number 18067 sheet A-1 Meter soffit mount Flood Light Electrical Plan Scale: 1/4" = F-0" ELECTRICAL LEDGEND �� 1O RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS T SURFACE MOUNTED LIGHT FIXTURE TTT1-- ) SURFACE MOUNTED FLUORESCENT LIGHT PICTURE UNDER CABINET FLUORESCENT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN II CEILING FAN e\v EXHAUST FAN OUTLET ® DOOR ClnivlES 6THERMOSTAT ® SMOKE & CARBON MONOxiDE DETECTOR =0 DUPLEX OUTLET - SWITCHED �+ TELEVISION =0 DUPLEX OUTLET me 220 V OUTLET -Q TELEPHONE _W SWITCH t] PUSHBUTTON y} THREE WAY SWITCH y� DIMMER SWITCH NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPTIALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS ALL LIGHTING TO BE L.E.D. Electrical Notes 1. All loads to be checked by a Florida Licensed Electrician 2. All work to meet the National Electrical Code 3. Calculations and panels below are for sizing conduit and overall building load requirements only 4. Ensure min. 36" clear between equipment and disconnects, Typical. 5. Protective ratings shall comply with NEC 110-9 & NEC 110-10 6. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1 Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified 5/8" dia. x 10'-0" long ground rod Electrical Load Calcs 750 Living S.F. at 3 VA 2,250 watts Two 20 Amp Appliance Ckts. 3000 watts One Laundry Circuit 1500 watts Exhaust Hood 800 watts One Ref. 1500 watts Range 8000 watts One Microwave 2000 watts One Disposals 1500 watts One Bath 1500 watts Total First 10 KVA at 100% Remainder at 40% 20,050 watts 10,000 watts 4,820 watts Total 14,820 watts One AC Heat at 100% 8,000 watts Total gW Flood soffit Light mount (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit 22,820 watts 22,820 W / 240 V — 95.1 Amps Panel: 150 A.M.C.B. 1150 Amp 1,6, 3W 40 Circuit Panel 120/240 Volt 3/4" copper water pipe 9'-7 3/16" Use 150A Service Wall O (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit F.P.L. service (if underground service) tie ground wire to footing rebars Electrical Riser Dia ream FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 p.s.i. Fill shall be laid in layers of 6". Each layer to be compacted to 95% compaction. If the contractor encounters, while digging the foundation, any discreppancyy to suggest the soil may be inadecuate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 W WM provide V coverage Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. n N All 90% hooks are to be extended 10" minimum beyond the Min. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3" in footings and 1 1/2" in bond beams. Hooks may be rotated horizontally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f. In the event the soil bearing capacity falls below 2000 p.s.f. This foundation plan may be superceded by Foundation Design Engineer. Satisfactory compaction test of fill does not verify lower soils are adequate. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum 1/8" per foot for drainage Dowel Rod Repair Note In the event vertical steel has been omitted from the down pour locations, drill 5" into concrete (no closer than 3 3/4" from edges and 5" from ends of cap walls) Remove dust per manufacturers instructions and use Two part eppoxy to anchor the #5 rebar in place. Use either "Hilti C-100" or Simpson Epoxy -Tie. 2" v.f.r. Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot water lines Plumbing Riser Diagram PLUMBING NOTES: 30'-0" 5'-0" 5'-0" 4'-101/'2" 5-8" 4'-51t2" 5'-0" 4' 25oon Cone. Ped 5 o F-I 0 0 0 0 F_I l o `O in � o O 0 XF-3 v �n 7P_2?p I0p_811 Y_7 0 O kn N F-1 F-1 � 4" 3000# FIBERMIX CONC. OVER .006 VISQUINE ON CLEAN, COMPACTED TERMITE TREATED 0 FILL 0.00, -$- Assumed F.F.E. M v See Civil Drawings for the established F.E.E. 0 O 0 c, F-2 F 2 Ell0 O O O -4" F-1 6'-10" 6'-10" F-I v o o rn 7 0❑ F_I ❑❑ F_I 00 ❑o El 00 1'-4 T-loll 1 4'-0„ I 6'-2" 13'-0" 1'-4 to sanitary system Foundation & Footing Plan s scale: 1/4" = 1'-0" Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1/4" per foot minimum. All sanitary lines above 2" shall have a slope of 1/8" pet foot minimum. Provide Anti -Scalding Valve in all showers. Lowest living area floor elevation (refered as 0.00') to be set by a professional land surveyor to the required building department elevation, but not less than 18" above the crown of the road. F-1 I F-2 Q 18" x 18" mono, footing with (2) #5 rebar cont. 6'-2" 4'-0" T-10„ 20" x 18" mono. tooting with (2) #5 rebar cont. 4" 4" 18i' 10" 20" MONO. EDGE FOOTING F-3 Recess 4" at Shower 4„ 4" 4" (1 I'll 8" Rebar TYP. SHOWER RECESS STEP FOOTING -4"1 H 7t � M ce) w R4 i..i W C r) t— .,� Q W w rool Q o Ull � W o ti Cd ,— 4 MU tdvri W tn N o i x z� o0 N ^ 00 Cd M W U Q C) ~/ W w o-0 Q W rrQ�� W a z W Q � z Q W � U p pa U F-' a U date revision Bath Layout 1/7/19 & Window Removed Kitche Window, Enlarge Living Window drawn S.I. checked 51 date 12/2/18 scale as noted job number date revision 18067 sheet 1/15/19 Lighte in Kitchen Living & Bdrm. A-2 STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous 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 shall have a minimum of 1 " concrete cover, or as follows: BOTTOM TOP SIDES Beams: 11/2" 11/2" 11/2" Slab on Grade: 1 1/2" 1" _ Structural Poured: 3/4" 3/4" Poured Walls: _ _ 3/4' Slabs exposed to the weather 3/4" 1" _ 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 Code 318' All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved seperating material. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. No slump over 5" shall be permitted for any structural concrete without the Architect or Engineer approval. All Design and Construction 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 codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fc') in 28 days as follows: Column Footing and Wall Footing: 3000 p.s.i. Column and walls from foundation to roof: see column schedule. All other concrete: 3000 p.s.i. Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb-1200 p.s.i. (c) Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1/360 max. deflection. All bolted connections shall be 1/2" Cadmium plated or better. Lag bolts to be used only in shear connections with minimum 4" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the internal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations GENERAL 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 Building Department and the building permit has been issued. EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to framing members with No. 11 gua8e nails with 1 3/4" embed. with 3/8" dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c. Install one layer of 15# felt to framing prior to installing ribbed lath INTERIOR WALL FRAMING NOTE Interior non bearingg walls to be 2 x 4 studs 24"o.c. Spruce, Pine, Fir (SPF) #2 Grade lumber or better or metal studs (25 Ga.) Crimper may be used in lieu of screws. THRESHOLD NOTE At egress door (see floor plan) the max. hgth. of the threshold shall be 1/2" BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S. SET AT 6" FROM CORNERS AND AT 12"o.c. MAX. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR "T" NAILS" 4" FROM ENDS AND 12"o.c. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underlayment (min. ASTM 0 226 Type H) with 4" min. side and end laps, fasten with coorosion resistant annular ring shank nails at 6"o.c. in laps and in staggered rows spaced 12"o.c. in field. If roof pitch is <4/12 install (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. 5/8" c.d.x. sheathing or equal installed with staggeredjoints & GI clips, nailed to trusses with 8d corrosion resistant annuullar ring shank nails spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data prepared for actual project conditions by a Florida registered professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bear ng shall be brought to the attention of the truss engineer prior to fabri gcation of the trusses. The truss manufacturers certified layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's. drawings and data. All engineered headers and truss hangers to be provided by the truss manufacturer. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. SHEATHING NAILING NOTES Nailing Pattern Nailing Schedule Zone 1: 8d at 6"o.c. field & 4"o.c. edges ROOF & FLOOR DIAGRAM Zone 2: 8d at 4"o.c. edges & field Use sheathing with #8 gun nails at 6"o.c. Zone 3: 8d at 4"o.c. edges & field at supported panel edges and #8 gun nails at 6"o.c. at intermediate supports. Pneumatic Nails ROOF SHEATHING TO GABLE END FRAME Pneumatic or mechanieft driven nails will be accepted under the following conditions: Use #8 gun nails at 4"o.c.. Min. nails size 8d or larger ring shank with Min. shank diameter: J 13 Min. Length: 2" Min. Head Diameter:.280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment Wire Lath Attachment EXTERIOR SHEATHING Use #8 gun nails at 4"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and bottom and 6"o.c. in field Over wood framing the paper backed wire lath shall be installed over one layer of approved plastic house wrap. LaLi shall be attached horizontal framing members with 1.$" roofing nails and to vertical wood framing members with 6d common nails or 1" roofing nails driven to penetration of not less then 3/4" of an inch, or 1" wire staples driven flush with the plaster base. Staples shall have crowns not less than 3/4" and shall engage not less than three strands of lath and penetrate the wood framing members not less than 3/4". The fasteners must penetrate the wood framing members not less than 3/4". Fasteners shall be 7" o.c. max. comer bars at beam (outside only) (2) corner bars at footing (min.) - vert. dowel lapped with wall reinforcing, all laps 25" (min.) in grout filled cell all coiner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Reinforcing Detail Ceramic Tile Shall be in8talled in accordance with ANSI A108.1, A108.4, A108.5 A108.6, A108.11, A118.1, A118.3, A136.1, & A137.1. Fiber mat reinforced backer shall be used behind wall applied ceramic tiles in the tub and shower areas and conform to ASTM C 1325. Per Durock, cement board exceeds ASTM C1325. Gypsum Note Gypsum board shall conform to ASTM C22, C475, C514, C 1002, C 1047 C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential code. Per USG, Wallboard conforms to C1396. Gypsum Board & Gvpsum Panel Products Gypsum board and gypsum panel products shall be applied at right angles or parallel to framing members. All edges and ends of gypsum board and gypsum panel products shall occur on framing members, except those edges and ends that are perpendicular to the framing members. Interior gypsum board shall not be installed where it is directly exposed to weather or to water. Wall and ceiling gypsum board shall be fastened with screws spaced at 12"o,c. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S m accordance with ASTM C1002 andshall penetrate thewood not less than 5/8" inch (I5.9mm) Gypsum board and Gypsum panel products shall be attached to cold formed steel framing less than 0.033" (lmm) thick shall be Type S in accordance with ASTM C1002 or bugle head style in accordance with ASTM C1513 and shall penetrate the steel not less than 3/8" to 0.112" (lmm to 3mm) thick shall be in accordance with ASTM C954 or bugle head style in accordance with ASTM 1513. Screws for attaching gypsum board or gypsum panel products to structural insulated pates shall penetrate the wood structural panle facing not less than 7/16"o.c. (11.Imm). Gypsum board used as the base orbacker for adhesive application of ceramic the or other required nonabsorbent finish material shall' conform. to ASTM C1396, C1178, C1278. Use of water resistant gypsum backing board shall be permitted on ceilings. Water resistant gypsum board shall not be installed over a Class 1 or Class 2 vapor retarder in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufactuer. Water resistant gypsum backing board shall not be used where there will be direct exposure to water, or areas subject to continuous high humidity. Cold Formed Steel Note Cold formed steel framing supporting gypsum board and gypsum panel products shall be not less than 1 IA" (32mm) wide in the least dimension. Non Load bearing cold formed steel framing shall comply with AISI S220 and ASTM C645, Section 10. Load bearing cold formed steel framing shall comply with AISI S200 and ASTM C955, Section 8. Wood Framing Note Wood framing supporting gypsum board and gypsum panel products shall be not less than 2" (51mm) nominal thickness in th least dimension except that wood furring strips not less than 1" by 2" (25mm x 51mm) nominal dimension shall be permitted to be used over solid backing or framing spaced not more than 24"o.c. (610mm) Wind Zones - Walls 4' Roof Wind Zones Alum. window frame -� 3/8" continuous bead of caulk (back bedding)behind shim to prevent liquid passage 1/4" struct. shim set flangge in continuous bead ofcaulk across the entire face of buck perimeter caulk -� stucco finish -� Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction d u J precast cone. sill corrosive resistant Tapcon concrete screws installed as specified in window manufacturers product approval r Window sill Typical Precast Conc. Sill Detail 2 x 4 hottnm cord hracine Bottom Cord Lateral Bracing Connector Schedule Truss Bearing Truss Connector Qnty. Connector Fasteners Point Uplift ID Uplift 23 895 HETA16 1 1810 (9) 1Od x 1 1/2" Pry Ply I 13 749 HETA16 1 1810 (9) 10d x 1 112" 15 2251 HETA16 2 2500 (6) 1Od x 1 1/2" per strap 22 907 HETA16 1 1810 (9) 1Od x 1 1/2" Al IG 1 Ply 13 548 HETA16 t 1910 (9) lOd x 1 1/2" 15 1952 HETA16 2 2500 (6) IOd x 1 1/2" per strap All other trusses ALL <1000 MTS18 1 1000# (14) 1Oil x 1 1/2" to Frame All other trusses ALL <1810 HETA20 1 1810# (9) 10d x 1 1/2" to CBS Valley Supporting Framing (4) lOd Trusses <250# VTCR 1 370# valley Truss (3) 10d x 1 1/2„ Connector Schedule Developed from the Truss Placement Plan and Engineering from East Coast Truss Company Job Number J36973 Dated 11/6/18 3/9" continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous bead of caulk across the entire face of buck - .0 stucco finish perimeter caulk Jf Attach p.t. bucks with 8d coil nails at 12"o.c. Typ. Alum. window_ jamb or sliding glass doorjamb CBS Min. 1 1/4" embedment e o at windows and min. 11/2" embedment at Q o ° ° sl, gl. doors b d d ry d wall Y r `1/4" max. struct. shim caulk attach as per manufacturers product approvals 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 Coat Bucks with DryLock Waterproofing and contraction after they have been installed and Chaulked Window & Door Flashing Detail at CBS Wall Includes Buck Attachment Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed pe`r manufacturers spec's. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HI13-9. Other specs, if different from above, have priority. A.T.R.= All Treaded Rod Drill and Epoxy Set all A.T.R, Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy Provide equal number of studs under girders equal to the number of plys. Missed Tie Down Strata Note In the event the Tie Down Strap has been omitted from the Layout location, install one MTS 18 strap at the proper location. Fasten with (4) 1/4" x 2 1/4" Hex Head Titen screw to C.B.S. and (7) 10d x 1 1/2" to truss. MAXIMUM UPLIFT 1000 lbs. Product Approval Affidavit Form Category Subcategory Approval Numbers Manufacturer Model Number Glass Type Attachment Method BuildingDesignProduct Pressures Rated Design Pressures A. EXTERIOR DOORS Swinging FL#: 253.4 PGT FD750 Impact p Head & Sill: 6" from corners. Jambs: 11" from corners and 18 1/2"o.c. max. Use Total of (5) anchors. Use 1/4" dia. Tapcons with 1 1/4" embedment in concrete. +38.7 42.1 +70.0 -SQO B. WINDOWS Singlehung FL#: 239.3 PGT 700 Impact Head & Sill: 6" from corners and 15"o.c. Jambs: 6" from corners and 14" o.c. Max. 6" from meeting rail. Use 3/16" Tapcon with 1 1/4" embed. into concrete +38.7 -50.0 +70 / -70 Fixed FL#: 243.$ PGT 720 Impact Head & Sill: 6" from comers and 12"o.c. Jambs: 6" from corners and 12" o.c. Use 3/16" Tapcon with 1 3/4" embeded into concrete +40.5 -54.0 +!- 80.0 Mullion FL#: 261.1 PGT 3" Impact Tube Mullion. Fasten Standard Mullion Clip to CBS with (4) 3/36" Tapcons with 1 3/4" min. embedment. .. +405 540 + 80.0 -80.0 D. ROOFING PRODUCTS Roof Shingles FL#: 10124.1 GAF Laminated 5 Tab (5)1 1/4" Roof Nail per Shingle Roof Underlayment FL#: $259.1 Polyglass USA Polystick T'U Plus Direct bond to deck -65.2 135.0 00 H 00 � � M �Oso L'7 z a i�l ~ 0000 t�on r/) r.. a A � 'b v � w cd z cd v U U �✓ 4-4 ra O � W O O N ti G� t-� t� N �U cdt�n os U W r Q o0 M w O w W U Q 04 O w W E+ Q W 04 P* �D O U O �G U C H a U ri1 date revision 1/15/19 Product Approval Window Series drawn s.l. checked s.l. date 12/2/18 scale as noted job number 18067 sheet A-3 ation Front Elev scale: 1/4" = 1'-0" z O Riizht Elevation Rear Elevation scale: 1/4"=1'-0" Left Elevation scale: 1/4" =1'-0" Safe Load Table Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must be reduced by 20% if bearing length is less than 6 1/2". 2. N.R.: Not Rated 3. Safe loads are superimposed allowable loads. 4. One 47 rebar may be substituted fortwo #5 rebar in 8 inch U lintels only. 5. All safe loads in units of pounds per linier foot 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. I1n 8F16-1B/1T T T �MSmW pbgt"• nomeel—+ �� p�'J Linter Type Designation Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings 2. U lintels can be field cut to the required Iength. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels instilled in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout Composite U Lintel Materials L Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength =1900 psi 4. Mortar per ASTM C270 Type M or S Cast in place sill or Tie Beam Option In the event that precast products are damaged in the field cast in place sills and tie beams may be used (not to exceed 5'-10") Typical cast in place tie beam to be a mire, 8" x 12" with (2) #5 top and (2) #5 bottom Fiberglass Shingles Pre Engineered Wood Roof Trusses 24"o.c. over "Peel and Stick" Shop Drawings by underlayment on 19/32" Others c.d.x. plywood fastened as per nailing schedule See Connector % Schedule 1/2" 1 x 4 p.t. Firestop Two Course Perimeter J Beam with (1) #5 Rebar Filled with Grout each Course I x 2 p.t. furring strips 24"o.c. over 3/4" Insul. Board 1JL" #5 vert. rebar in grout filled cell See Floor Plan for Locations 4" 3000# Fibermix Conc. on .006 Visquine on Clean Compacted, Termite Treated Fill —� t � t Smooth Stucco Frieze Band Galy. Drip Edge over 1 x 3 p.t. 2 x 8 Cedar r0 Stucco Soffit over High Ribbed Wire 1'-6^ Lath Fastened to Trusses, Provide (1) Layer of #15 Felt on Trusses under Lath 8x16x8 CMU Typ. Stucco Finish over Concrete Block. #5 Vert. Rebar with 10" Hook. and 30" Lap. Tie to Vert. Rebar In Cells F-1 j� 16„ x 18" 3Cont �- Conc. Mono.o. Footing FootingLing with 1,-4„ (2) #5 rebars cone. Typical Wall Section 0 C; N Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 930 s.f. Area Tabulation Living: 750 Entry: 180 Total: 930 Desien Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: H Wind Exposure: B Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Scope of Work New One level CBS Single Family residence Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Climatic &Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Total Cubic Insulation Flame Spread: Not to exceed 25 Volume: 7,7001 C.P. Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITYLOAD APPLIED GRAVITYLOAD ALLOWABLE UPLIFTLOAD APPLIED UPLFTLOAD BEAM SPECS. L-I 4'-6" 8672 167 4292 100 8F24-lB/IT L-2 3'-0" 8974 167 5591 100 8F24-lB/lT L-3 T-6" 5681 167 2571 100 8F244BA T L-4 3'-8" 8974 502 4853 315 8F24-lB/1T L-5 4'-4" 8060 1597 4409 1126 8RF22-lB/lT L-6 6-0" 3480 167 1880 100 817164BAT L-7 14'-4" 1370 297 519 375 8F16-lB/1T Min. Beam depths shown, beams may be increased Without comment At Lintels over 24" deep, provide (1) #3 vertical rebar at. 24"o.c. along length of lintel W-0" 10'-7" p p v.tr. 1p p v.twm p water line I Temp. GIM m4"Tall w/D walls _^ Ref. O - °° 8" 6'-8" iv Range.t Ex6 Had T-2" 7'-7" 8" T-2" i��Q L - IV-0" Clag. t]1 24 s.h d sing. t tWAI UCCJ - L-1 r r 2880lk Linen Cab. N 2 x 4 Frame 24.5" Tall Q ' of - 2880 `�, 12" 14 s h. L-2 ,ss ( l N 0 Living Rm. l2XgX 19-0" Clog. & 16" Coffer 1 as • L-3 1 Y-0" Ceiling _ 0 lb'l� oX'1 0 — l l2) 26 s.h. l �xl El "c �jlyV� Firep HD 11 10-9 HB N Q sh. (E� o L-2 tv ell El • O - ao L-5 L-5 �o Lino,En from FX17 t0 MOO Offil - ❑r� no - o0 Dlx4 609T bLf . Ql�1C.tL C4�CS--l--r�s . f� 1�[ciLKwQ t ' C 4'-10" I 8'-2" Floor Plan scale: 1/4" = P-0" 13'-0" 13'-0" ..4 oo F-••1 Ict en X w W _J kn r� Cw COO 00 •V.4 0 P- at- >i E� ci3 U rZa C" O V/ o a, V'1 ^-� C13U E-, <C Cdtun > W (.-A N t., Fxo00 ZN 04 v C; <C oo M is O U W A Q ea x O CIO a W F A z � a o o W O W U U) E- .4 U drawn �t. ch=kod Wit. dwc 1=18 SGwe as mud lobster 1a>b7 Shea A-1 U 0 Q U Ell NOT PLATTI VACANT ;a0O (D N Cn n c: Cn — W CC t (D 7 W N O N, O J i .0 ..0 659.25' CENTER SECTI Ot e `\ ABBREVIATIONS: A/C = AIR CONDITIONER (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK. CMH = CONFLICT MANHOLE CNF - COULD NOT FIND pf�• , CONC = CONCRETE CLF = CHAIN LINK FENCE ,1r' DE = DRAINAGE EASEMENT DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION DB = DEED BOOK DIP = DUCTILE IRON PIPE FH = FIRE HYDRANT FND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE I = INVERT IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MHWL = MEAN HIGH WATER LINE MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE SYMBOLS: POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT E- = GUY WIRE ANCHOR PRM = PERMANENT REFERENCE MONUMENT © = CABLE TELEVISION BOX R/W = RIGHT-OF-WAY O = CATCH BASIN RC = RAISED CURB 0 = CLEANOUT RCP = REINFORCED CONCRETE PIPE © = ELECTRIC BOX RGE = RANGE Ej = SOUTHERN BELL BOX RPB = ROAD PLAT BOOK 0 - MANHOLE SEC = SECTION = LIGHTHPORANT SLP = STOP LIGHT POLE Q = POWER POLE SMH = SANITARY MANHOLE 0 = SPRINKLER HEAD SBTMH = SOUTHERN BELL TELEPHONE MANHOLE oa - WATER VALVE STMH = STORM MANHOLE QW = WELL TB = TRAFFIC BOX Q = WATER METER TLP = TRAFFIC LIGHT POLE )& = WOOD POWER POLE TV = TELEVISION -X - - CHAIN LINK FENCE TWP = TOWNSHIP -GR-= GUARD RAIL UE = UTILITY EASEMENT 0 = SFT 5/8" IRON ROD WITH PLASTIC WP = WOOD POLE CAP PSM#6330 WHITE CITY SUBDIVISION LOT 220 (PB 1, PG 23) VACANT DATE. ALEXANDER J. PIAZZA PSM, INC. -- Surveying • Mapping • Consulting 619 SW Biltmore Street AJP-- ® Port St. Lucie, Florida 34983 IDENCE AND EXISTING TOPO AJP Phone: (772) 340-7770 REVISIONS: BY: LBf7280 Fax: (772) 340-2250 4 V 3 10 I� O LU N a Z N ��} m W MLjo t0 N wQ 0 M zXX 05 <jK `) J O 9 0 M 7 h LOCATION MAP NOT TO SCALE A LEGAL DESCRIPTION: A PARCEL OF LAND SITUATE IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. LESS THE WEST 264 FEET OF THE SOUTH 165 FEET OF THE EAST 297 FEET, AND LESS THE EAST 33 FEET FOR ROAD RIGHT OF WAY. CONTAINING 164,268 SQUARE FEET, OR 3.771 ACRES, MORE OR LESS. SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(a-k), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON ST. LUCIE COUNTY SECTION DATA. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: S89'45'35"W ALONG THE SOUTH LINE OF SE 1/4 OF THE NE 1/4 OF THE NE 1/4 OF SECTION 9, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO277 J, EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR MARKING THE PROPERTY LIMITS AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7,500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: NICHOLAS & HEATHER TUBITO 13. @ COPYRIGHT 2013 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. 7/18/18 DATE OF FIELD SURVEY: 5/17/13 DATE OF SURVEY: 7/04/13 SITE PLAN BOUNDARY SURVEY OLEANDER AVENUE SEC 9, TWP 36S, RGE 40E AS PREPARED FOR NICHOLAS & HEATHER TUBITO ALEXANDER J. P' ZZA PROFESSIONAL SURVEYOR AND MAPPER FLORIDA CERTIFICATE No. 6330 " K:\BUILDERS\DWG2013\DWG\13-1609 REF K:\ FLD CJM/AJP FB. PG. JOB 13-1609 OFF CJM/AJP DATE 7/04/13 CKD AJP SHEET 1 OF 1 DWG D-0822 `BUILDER'S WARNING' IRLL BEARING POINTS MUST BE INSTALLED RIOR TO INSTALLING ANY TRUSSES! FAILURE COMP:,°] NTS AS v('43'.RE„'T BY'SSTS:A S , m, T"T `�""AYALYZE9®Y FglOW INSIRUOR UC IONS ON THEE 8C%84 SUMMARY FIE7!THE '[: Tli�Fi 4SSk:.'A M-Log!i4STMX'YONS 6HE STL WEB �CRNNG AS STATED ON SEALED +'..f.Tv:.:RTA. Numm fi 6" AfSiS ESAm�THECONNECm0wmucNnmm,N IES TFRADAX ON AP OM RTAIRS TO TRUSSES IN APPROW l OE AR'.'iPd=RS': APPRO''MS T%E96 N AMVICE " R STHE C T S�PSQd SARON( T E OR CATALOG L 0'-0" BEAM HEIGHTS OWL Indicates Left End Of Truss On Layout & Engineering Sheets TRUSS PLACEMENT PLAN FILE CO " CANT 12 6 r— P Ir OD w Q EAST COAST TRUSS V85 ST. LUC1E BLV A FT. FURCE FT. 3" On ICE (M 466-218LJ FA)C (772M66-S336 NAME:Tubito Guest House RESS:5703 Oleander Ave. IODEL Model ARAGE Q FT 1136 ATE 11/06/18 = A i CIGI348I1tl PL fcA 1AST COAST MIOSS'e da ; ^has Datp Papaw 1 T. ae AniPae Y ma�mR aril 14 1 Pbdaa Yid Cal i 1 I 1 kPPROVAL NOTE: 1 1 IV appo"Aw Ns Pmoweml P10". aglmeed mfw�m Ns sheaS ure a to npmeniw adenatww" M lu Pm Pm ownpw1 aw slMdnA1 i1eAlt atme Rgad. 1 Ybe mebmerrn adnaale10m Mso aPpmm mwvmPS EAST 1 OAST TRUSS m mae4dm erase eeaeu ab d* m Me W 1re pvpd . m1¢I dm*g 1 1 Tlw aamear a adnlaledpes M haNlw lw^" 6(rldel 1 W arry rWw, monam0, ern Mho( wWred as m sops 1 =FBC 2017/TPI2014 ASCE 7-1 3N CRITERIA =MWFRS JPANCY CATEGORY = II CURE =C SPEED =170 )ING TYPE = ENCLOSED I HEIGHT =15.00 GRAVITY LOADS IR: DUR FACTOR= 1.0 TCLL - TCDL- BCLL-BCDL 40.0,10.0,0.0,5.0 F: DUR FACTOR= 1.26 TCLL - TCDL - BCLL - BCDL 20.0-7.0-0.0-10.0 ^uFGPa-r :x1RIREWr 6C a 1w UNLESS SHOWN ON ENGINEERED TRUSS DRAWING ALL GRDERICOLUNN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING FLOOR TRUSSES SPAANNG 2WJ OR MDR JST BE SET WITH A SPREADER MR. THE LEADER BAR SHOULD BE AT LEAST 112 TO 1 N LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCLBI FOR COMPLETE ERECTION AND SAFETY PROCEDURES SCANNED 8Y St. Lucie County REVISION FILE COPY Front Elevation scale: 1/4" = l'-0" E � I Right Elevation Rear Elevation scale: 1/4" = 1'-0" Left Elevation scale: 1/4" = 1'-0" Safe Load Table Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must be reduced by 20% if bearing length is less than 6 1/2". 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. One #7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. 5. All safe loads in units of pounds per tinier foot. 6. All safe loads are based on simply supported span. 7. Safe load ratings based on rational design analysis per ACI 318 and ACI 530. s5,obo. M top min (1),,,& i comity of 45 rebar 1 bottom of lintel P=filled groin ti Icalily CM i F w;at� 8F16-1B/1T canoe T lintel 7 tl eman of k5 5/8 k5 rebar at bottom urinal) bar at top of Hotel cavity ne;�n Lintel Type Designation Installation Notes 1. Installation of U lintels must comply with architectural and/or structural drawings. 2. U lintels can be field out to the required length. 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 4. The exterior surface of U lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 5. Concrete masonry units used in composite U lintel shall be laid in a running bond. 6. Shore composite lintels as required. 7. U lintels are manufactured with a 5 1/2" long notch at both ends to accomodate vertical cell reinforcing and grout. Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S Cast in Dlace sill or Tie Beam Option In the event that precast products are damaged in the field cast in place sills and tie beams may be used (not to exceed 5'-10") Typical cast in place tie beam to be a min. 8" x 12" with (2) #5 top and (2) #5 bottom Pre Engineered Wood Fiberglass Shingles Roof Trusses 24"o.c. over "Peel and Stick" Shop Drawings by underlayment on 19/32" Others C.d.x. plywood fastened as per nailing schedule See Connector Schedule 1/2" d.w 1 x 4 p.t. Firestop .sm . Two Course Perimeter Beam with (1) #5 Rebar Filled with Grout each Course 1 x 2 p.t. furring strips 24"o.c. over 3/4" Insul. Board (R 4.1) 1/2" d #5 vert. rebar in grout filled cell _ See Floor Plan. for Locations 4" 3000# Fibermix Cone. on .006 Visquine on Clean Compacted, Termite Treated Fill 0.00, F-1 • o Smooth Stucco Frieze Band Galy. Drip Edge over 1 x 3 p.t. 2 x 8 Cedar �o Stucco Soffit over High Ribbed Wire Lath Fastened to Trusses, Provide (1) Layer of #15 Felt on Trusses under Lath 8x16x8 CMU Typ. Stucco Finish over Concrete Block. #5 Vert. Rebar with 10" Hook and 30" Lap. Tie to Vert. Rebar In Cells +� Grade 16" x 18" 3000# Cont. Cone. Mono. Footing with 1'4" (2) #5 rebars cunt. Typical Wall Section 0 Building Data Occupancy Type: Group R Construction Type: V Number of Stories: One Project Area: 930 s.f. Area Tabulation Living: 750 Entry: 180 Total: 930 Design Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: 40.0 p.s.f. Wind Speed: 160 MPH Wind Importance Factor: 1.0 Building Category: 11 Wind Exposure: B Internal Pressure Coefficent:.18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Scope of Work New One level CBS Single Family residence Building Code 2017 Florida Building Code: Residential 2014 National Electrical Code: NFPA 70 Climatic & Geographic Design Criteria Weathering: Negligible Termite Area: Very Heavy Flame Spread Index & Smoke Developed Index Total Cubic Insulation Flame Spread: Not to exceed 25 Volume: 7,7001 c.f. Insulation Smoke Developed Index: Not to exceed 450 Wall Finishes: Not greater than 200 Ceiling Finishes: Not greater than 200 Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min. MARK LENGTH OF LINTEL ALLOWABLE GRAVITYLOAD APPLIED GRAVITYLOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM SPECS. L-2 3'-0" 8974 167 5591 100 8F24-113/11` L-3 10'-4" 2781 167 1457 100 8F24-lB/lT L-4 6-4" 2177 502 1340 315 8F12-113/1T L-5 4'-4" 8060 1597 4409 1126 8RF22-lB/lT L-6 6-0" 3480 167 1880 100 8F16-18/1T L-7 14'-4" 1370 1297 1519 1375 1 8F16-lB/lT Min. Beam depths shown, beams may be increased without comment At Lintels over 24" deep, provide (1) #3 vertical rebar at 24"o.c. along length of lintel 30'-0" I 1 T_8" 12'-4" ( Cond. L-4 AC 60" x 20" Fix. Glass 0 o v.t.r. o o o v.t.w� o water line W/D O Ref . O Range & 8" 3'-2" 6'-8" c Exh. Hood 3'-2" 3' 6" -] 1' T-7" 8" 10'-0" Cing. v 1 a-0" 0, o a Chrg. N v o Temp. Glass CAA on 42" Tall N N Walls 2 x 4 Frame 22.5 x 36 L] 14 2880 24.5' Tall Pocket 2880 Attic s.h. AccessEl o Living Rm. 10'-0" Cing. & lb" Coffer Master Bdrm. L-3 Fn 10'-0" Ceiling o 1 o o o (2) 36 s.h. Electric Fireplace HB 16-9" 4" 0 M t] 14 �n s.h. HB o L-2 0 0­721. o 7 N 0 El L-s L-s w e. Entry w o y L-6 10'-0" Cing. L-6IT 0 from F.F.E. 10 I ❑❑ _ ❑o o❑ ❑ol i 112101 0❑ 4'-10" Jl'-4'J 4 Floor Plan scale: 1/4" = P-0" 13'-0" b'-z" _4" L-7 8'_2" 13'-0" T 4'-10" 1'-4" C� >l--1 N CdU cCtv�i W 0� kn N , • �r o�y ca 'It x C8 CD N Rj d 00 M W U O w W Q Q " � O Ltl U w � � w z w W z Q W x Q O � U w o U � H � r� ol� ("o' date revision 1/7/19 Bath Layout & Window Removed Kitche Window, Enlarg Living Window drawn s.l. checked St. date 12/2/18 scale date revision 'snored Plan Review job number 1/30/19 Comments 18067 2/5/19 Rotated Toilet sheet A-1 r SCANNED BY St. Lucie County FEB 12 2019 Permitting Department St. Lucie County, FL gfi1P soffit � Flood mount Light Electrical Plan Scale: 1/4" = F-0" ELECTRICAL LEDGEND lO RECESSED LIGHT WITH LENS 9 EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE. T�—e--t SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE UNDER CABINET FLUORESCENT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING PAN O EXHAUST FAN OUTLET ® DOOR CHJMF.S bTHERMOSTAT SMOKE & CARBON MONOXIDE DETEC $ DUPLEX OUTLET -SWITCHED {. TELEVISION CO DUPLEX OUTLET we 220 V OUTLET TELEPHONE _W SWITCH ® PUSH BUTTON Y1t THREE WAY SWITCH DIMMER SWITCH U NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPTIALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS ALL LIGHTING TO BE L.E.D Electrical Notes 1. All loads to be checked by a Florida Licensed Electrician 2. All work to meet the National Electrical Code 3. Calculations and panels below are for sizing conduit and overall building load requirements only 4. Ensure min. 36" clear between equipment and disconnects, Typical. 5. Protective ratings shall comply with NEC 110-9 & NEC 110-10 6. Ensure panels have main disconnect at meter pack per NEC 230-70-A-I Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified Electrical Load Calcs 750 Living S.F. at 3 VA 2,250 watts Two 20 Amp Appliance Ckts. 3000 watts One Laundry Circuit 1500 watts Exhaust Hood 800 watts One Ref. 1500 watts Range 8000 watts One Microwave 2000 watts One Disposals 1500 watts One Bath 1500 watts Total 20,050 watts First 10 KVA at 100% 10,000 watts Remainder at 40% 4,820 watts Total 14,820 watts One AC Heat at 100% 8,000 watts Total 22,820 watts 22,820 W / 240 V = 95.1 Amps wi �gl Flood soffit Light mount (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit Panel: 150 A.M.C.B. 1150 Amp I ^ 3 W 40 Circuit Panel 120/240 Volt 5/8" dia. x 10'-0" long ground rod 3/4" copper water pipe 9'-7 3/16" Use 1.50A Service Wall 0 (3) #2/0 (THW) copper and (1) #4 ground (THW) copper in 2" galy. conduit F.P.L. service (if underground service) tie ground wire to footing rebars Electrical Riser Dia rg am FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Foundation has been designed for a soil bearing capacity of 2000 s.i. Fill shall be laid in layers of 6". Each layer to be compacted to 95 /o compaction. If the contractor encounters, while digging the foundation, any discrepanyy to suggest the soil may be inadecuate, he must immediately report it to the owner and the Architect or Engineer so as to order a soil boring test. GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, ternvte treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 W WM provide 1" coverage Concrete shall have at minimum compressive strength of not less than 3,000 p.s.i. All 90% hooks are to be extended 10" minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3" in footings and 1 1/2" in bond beams. Hooks may be rotated horizonitally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f. In the event the soil bearing capacity falls below 2000 p.s.f. This foundation plan may be superseded by Foundation Design Engineer. Satisfactory compaction test of fill does not verify lower soils are adequate. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum I/8" per foot for drainage Dowel Rod Repair Note In the event vertical steel has been omitted from the down pour locations, drill 5" into concrete (no closer than 3 3/4" from edges and 5" from ends of cap walls) Remove dust per manufacturers instructions and use Two part eppoxy to anchor the #5 rebar in place. Use either "Hilti C-100" or Simpson Epoxy -Tie. 2" v.t.r. Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot water lines Plumbing Riser Diagram 30'-0" 5'-0" 5'-0" 4'-101/2" 5'-8" 4'-5112" 5'-0" 4" 2500# Conc.Pad 0 o F-I o 0 o O F-I 0 � o l ❑ ® F3 - -4" 4? - cv ElT-2" 10'-8" p N N F-1 F 1 � 4" 3000# FIBERMIX CONC. OVER .006 VISQUINE ON CLEAN, IT COMPACTED TERMITE TREATED p FILL 0.00, -$' Assumed F.F.E. v See Civil Drawings for the established F.E.E. 0 0 o= El M N O a F-2 0 0 0 F 2 01 El -4" F 1 6-10" 6'-10" F_I m a v I o 10 ❑ F-I ❑ ❑ F-1 ❑ El ❑ O OO O❑ T-10" 1 4'-0" 13'-0" 6'_2" C91 to sanitary system Foundation & Footing Plan s scale: 1/4" = l'-0" Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1/4" per foot minimum. All sanitary lines above 2" shall have a slope of 1/8" per foot minimum. Provide Anti -Scalding Valve in all showers. Lowest living area floor elevation (refered as 0.00') to be set by a professional land surveyor to the required building department elevation, but not less than 18" above the crown of the road. F-1 18" x 18" mono. footing with (2) #5 rebar cont. MONO. EDGE FOOTING F-3 Recess 4" at Shower 4„ 4" 4" (1) #5 8" Rebar TYP. SHOWER RECESS 6'-2" 13'-0" 4'-0" 1 2'-10" 1'-4"I cc cc h—I C� 7t n M C10 w Q a> C7 �; 6n rn t` z u L� CU ra o � W O fX — r' O r--1 N CdU cdv�i H ti a~ 00 U�Z� �¢ 00 _ J M W O J^H� w I� a W � W � U w z W � F-2 z Q 20" x 18" mono. footing W Q with (2) #5 rebar cont. � U Q 4" O � U � 10" vi H f~ 20" U STEP FOOTING date revisiot 1/7/19 Da"I Ldyuut & Window Removed Kitche Window, Enlarge Living Window date revision 1/i5/19 Lights in Kitchen Living & Bdrm. 2/5/t9 Rotated Toilet drawn s.l. checked S.I. date 12t2/18 scale as noted job number 18067 Sheet A-2 FEB 12 2019 Permitting Department St. Lucie County, FL LL 0 n_