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Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood "deck using 49 x 1.5" III screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib Felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach un nrle rn 4raaa arnn atta�Lma IP da.., _ ♦L._ _L—a. 1" 5/8" thick pica textured O stucco on typical concrete block construction 17 ----------------------------————---------- -- 12" H. o' Finish Columns with 5/8" thick cut coral finished stucco bands 12" RIGHT ELEVATION 12 4 1 SLOPE 5/8" thick x 8% cut coral finished stucco bands SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 9II451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet =L= \lATf Oil 1JlOT= C Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1-5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 side laps and L" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in Field. Attach dpeck to trusses using attachment detail on this sheet 61116R 6.iuu ar stucco on typical concrete finished stucco bands block construction REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Man Roof pitch at -4:12 unless otherwise noted Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands Into Window or Door. 2„ ■. 5/8" thick x 8% cut ❑... H. 5/8" thick x 8% cut 3 coral finished stucco bands 3 coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction = Finished Floor LEFT ELE\/ATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows k Skylights Opening Type NOA/FL NUMBER Model # Manufacturer Glass c Attachment method TESProduct Ezpiration Date Design Pressure of Approved Teets 1.2.3 t4 FL# 11499.2 Single Hung Series 185 MI Windows and doors earnec"a" rand L"o. tl ereePLer throug�PT Buek�meo filled CMU call mamrarrxig an 2.5 edge dietence m etriet adherence to the orodact a proval. ± 60 of p A I1-1108.30 Overhead Garage Door Model 824/811 9'-4'"max. width IL'-O max height DAB D"t"e6 b."ve L a+w !/e'' -7 NLC 81s ricer. ae i ac. trD si°� ',' Ste `rm"tr:d msa'K°•ae m`;;�yeat t0 00 w .°n .r i.5. .q. d.taa.. - 4C b enaly either, to prWuet eppwd 10-9-21 + 50.0/-40.0 psf p B FLtt IL614.1 Fiberglass Desi n Pro/ Smoogth Pro Jeld-Wen £Ico 1/4' die. tapcon with min 1.25' embedment at 3" max from comers and 11.5' o.c. max. thereafter in head and jambs. +_ 50.0 PSF C FL# 15332.2 Sliding Glass g Door Series 420 Mi Windows and doors i x �e cans i into�,ration at max. rain eee� earner end l ae. a d°au�le raw hereafter throw PT 8sok imto solid filled CMU wall nainteining min 2.5" edge distance m strict adherence, to the product approval, + 48.2 PSF — Product NOA/FL NUMBER Model # Manufacturer Attachment Method Da Rai Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and door, For CMU use (2) 1/4' x 2 3/4' tapcons with min 1 1/4' embedment penetration into each Mull Ckp. Attach mull to chip using (4) #10 x 1.25' self tapping screws per clip as shown to product approval. + 118.9 PSF _ Roof FLtt IIL51.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" fL a 2) 30w(b Pelf unde�la menLeiinMelle2d with min. 4Raaide over gP g rand V end laps fastened with corrosion resistant tin caps and with c. ring shank nails synced L" o.c. et all laps and two etas an r rows 12" o.c. in field. Attach deck to trusoes using attachment detail on roof plan — 108.5 PSF Siding Stucco on Block Soffit 1 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install u&rng 2" x 2" battens at V c.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF Humicane PanelsFI# 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchor& with 1/4' dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13' o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record SCALE: 1/4' = I' -OR u 12 4 SLOPE SCALE: 1/4" = I' -Off Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451,12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet 1M� LM-1L!0]_1= 1=I 1=1 �0I =1 -4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on x 4" studs at 19" o.c. base -board ----\ 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 9"x6' #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non—Bearinq Partftfon Braden it Braden AIA, FA Architects - Planners -417 S.E. Coconut Avenue IrB Tel : (112) 281-8258 Fax : (112) 28-1-8283 E-mail: bradenaia9comcast.net Stuart, FL 34996 1sAAC000032 \A Q ii ie Building Corp. The Grand C Spanish Lakes St. Lucie County Florida /8" thick x 8"W cut Dral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure Coe icient: ±0Ie Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment Factor for Exposure Height: ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.6wL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 paf Roof Zone: 2. +20.L/-51.0 pal Roof Zone: 3. +20.L/-84.0 psF Components f Cladding Wall End Zone Width: V-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 paf Wall Zone: S. +35.8/-41.8 paf Components E Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detain Provided? Yes Minimum Sal Bearing Pressure:2,500 psi. Presumptive: X $ Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGI ROOF LIVE LOAD: 3-1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --1-5— psf FLOOR DEAD LOAD• 10 psf JOB ADDRESS: GARAGE I t on I LEFT Date Drawn 3-25-20 Drawn by: C.C.U. Checked bg. D.R.B. �o a �ooP TCN Q = Roof Zone I Wall& Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE ma Corner Zones Roof Zone 3 v-,Lq S Revisions FILE COPY Sheet Comm # ao a � l . 12 2 ,o E W D FO �rODE COMPLIANCESl-. LUII UULJNTy OF 5 FLOOR PLAN C'P4.1;-I PnST n T,411 TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to st proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have sl a minimum 1,400 P.S.I. fiber stress. �4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to o m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for tft! handicap accessibility requirements. A„12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceding shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck block with case hart materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C40, C1002, G1041,C1111, C1118, C1218, C1395, or C13% and shall be installed according to the following: (FBC R102.3.5) Drywall Location Orientation Framing Member Max. spacing fasteners sizing options for NailThickness Spacing of ins? installation of drywall into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 11/4" long i2 annular -ringed or Sd cooler nail OR 0.080" dia. xx 15/8" long with Walls Either 16" g" 10 Direction 15/64" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga I S/8" long with 19/44" head 0.098" diameter x 13/8" long annular -ringed or Ld cooler nail e Walls Either 16" g" 16" 0.092" dia. xR 11/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/IL" tap -con with �- 1 I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval L" high by 4" lange ab diameter eel crash post. Floor with 4 - 3/8" xppansion bolts Into (3/8"t 50 ksl steel plate) V 2h" 2�2" rz" ' 2" 4" 2 ". , 0 0 Masonry Beam to / Halls N.T.S. AREA CALCULATIONS Living A/C = I4"46 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft, Total Cubic Ft = 11,568 2• VTR - I 12„ ' r 12 1 BATHER LAY-1 LAV-1 2„ I „ 2„ we-1 2" 2" LAUNDRY 3" 2" 2" 1 2- AAV JILT VTR 3„ BT-1 3„ s-1 I 2, KTICHEN 2" 1 2„ LAV-I 3" 2" 3" we-1 211 BATH #2 11 3„ 2 ST-1 PLUMBING RISER 3 I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door Use 3/IL" tapconwith sliding door 1 1/2 penetration at 6 o.c. max. from each corner and 20" o.c. max n Masonry Wall thereafter at sill per product a royal i-' R;' 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested In accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2G ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and G" and laps fastened with corrosion resistant tin tags and with 1.25" ring shank nails spaced G" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101hs. uplift d b f ) Aluminum Drip ia Edge t Fascia 2" x 6" 5ub-Fascia Kagcan full o vent vmgl soffit i using I/8" die shank x 15" long roofing nails with 3/8" dia. heac product approval - see chart sl 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell, Grade #1 II=1111=IIII,,, TYPICAL SE Wood (shop ,-swings y manu acturer \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" dryywall over I" x furring strips of It" o.c. with RTI ?`,-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RLO1.1 and Mortar Jonta shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on L mil Visqueen over Z clean compacted termite treated Pill _I I 14"w x 18'Y Concrete footing with (2) #5 bars coot. and U5 transverse bars at 48" o.c. TION Scale : 1/2" = 1'-0" Bottom Track `-Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with Sliding D OOr D a t a 11 I from penetration at L" " max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masnnrn Ill�ll NTS Window Schedule Mark Size Rou h O en. Window Descri tlon PRESSURE ZONE I. 4-5%8"x 5'-3 %8" 54%a"x 43W, Single Hung ZONE 4 2. V-2%"x 5'-3 %a" 15" x L3 %;' Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 38%" Single Hung ZONE 4 4. 4'-5%a"x 4'-2%" 54%"x 54Y." Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule , Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 7'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X C-8" 41 %,"x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-08 X L'-8" 14" x 81 %" d K »Le" Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24" x 81 %2" S 2'-v X c-8" Solid Core - Wood - 6-Panel F 5'-O" X 6'-8" Solid Core -Wood - L-Panel - Bi-Fold G 2'-e" x C-8" x 1 s/4' Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-8" Solid Core - Wood - L-Panel 2'-L" X 4'-8" Solid Core - Wood - to -Panel - Bi-Fold 2'-8" X L'-8" Solid Core - Wood - 4-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturer 5 specs prior to construction To Septic 0 `v- 3 - 14'-O" 12" e'-6" 12" i2) OPTION EGRE55 12'-8" N I ° MASTER BEDROOM o t 8'-0" A.F.F. =N Flat Ceiling 0- s W H Dryer h wall \ tr i IN 2" f d A/C Meter C©7 11 Rod ll Shelf -O" w9ll G'tt4" ✓anto Ee i ity s 1 i 34 Y2"hig a 1 a CLO E I I IV 12" x 12" Concrete column / block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch v I �A8'-O" tol9'-8" A.F.F. Vaulteld Ceding GREAT ROM I 19'-8" I I 2" x G" knee -wall 8'-0" to 9'78" A.F.F. below counter top I Vaulted Ceiling DINING Rod 8 Isbell ROOM I DW 3 ATH 1 /\I \ \� \ I VarnI,ty to be 34 J2"high (41") 9y4„ 11,_03i,,, KITCHEN HighWallI Ofi i O L - - 1-1/2" JIIII80-0" A.F.F. war -hang O N - Flat Ceiling 1 6'-0 10' Upper cabinets to B ext nd over Ref. IN �Q - I � off. p I •rang R-II Batts InadatianLJ 4641 Steel BallardSee detail op �Ie-she22" 54Provide x auto Attie Accecloser I wi h light----150 TJj+0 Amp P nel Ln GARAGE O -4" A.F.F. Flat Ceiling O N r-----------------i Block wall in gala a to be i struck block 1 I I I I 1 1 I I O I I A I 'mom U1W I I M rikB'-O' A.F.F. Flat Ceding SECOND BEDROOM n 4 i C4 N in m i N 4\ . o,• O EGRESS O " D ;D"O ' C V E R D 12" x 12" concrete olumn block filled 0 R C with con rate and (2) 1 bars vert. tie O into lintels bove 9'-0" 3'-5" 2'-8" 2'-8" 4,_2„ E- IS'-10" 9'-6" � E 34'-O" 1 m no din ' I a] ()nn REVIEWED FOR ' CODE COMPLIANCEST. Install windows thru buck into block with 3/16" tap -con with LUCIE COUNTY I I/2" penetration at G" o.c. max. Attach buck to block wall with from each corner and 20." o.c. max 1/4" die. Elco conc screws with min. �Q�iC Exterior face thereafter at jambs and 20" o.c. max. at head and sill per product approval 11/4" penetration at 12" o.c. max of wall and 4" max from each corner thru Buck to be I" x 4" FT Exterior face 2" x L" PT Buck Varies of wall ones 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck Detail lock with case hardened nails Windows to window ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK et each hinge end 15" o.c. max and at prior attachment D etal I at Door prior to door attachment INSTALLATION NTS NTS Braden t Braden AIA, PA 4�e Building Corp. Date Drawn Revisions Sheet Comm Architects - Planners 41-1S.E.S.E. 3-25-20 / l 2 ®2 Coconut Avenue T h G Grand Carlton LEFT Drawn by: 2. f Tel : (112) 281-8258 C.C.U. Spanish Lakes Fax : (112) 281-8283 E-mail: bradenaia9comcast,net Checked _ Stuart. FL 34996 UAAC000032 St. Lucie County Florida ID. . OF 5 %J 1 r\ U L. I U r4�1 /� L I X LJ I I_ - I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ b MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL i5 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LiFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. b- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FCLAD/470N FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, 6 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" Wide. and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—I6 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vartoverlap w/ 30" overlap Fill cell with concrete and f (1) US bar vert. (typical). Thicken edge to 8"x8" SCALE: 1/4" = i'—O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. at each Ilid a c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous Cx6" 410/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR GRADE ("xV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Grade m llllll�llllll lI=ICI1111 (III I (ill 111 -I �llll,l- 14 w x 18"d Concrete footing with (2) #5 bars cont. and #5 3„ transverse bars at 48" o.c. 3" 14" all TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont_ Step per foundation plan (Y m r 3 ) #5 bars cont. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above Top of footer 16" below finished floor COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" 14 PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ Contractor to provide proper foundation chairs for proper steel installation 30" min. 30" overlap Corner Steel Lap at each filled cell nits #5 bar cont. in curb Fill cell with concrete and (l) #5 bar vent. (typical). Filled Cell Masonry Column With One Max. spacing ahall not exceed #5 From Footing To Tie Beam Curb height Wood 48" unless otherwise noted g Verify based on see foundation plan notes for Conic. Fill To Be 3000 PSI foundation plan-x Base spacing at openings See Floor Plan For Location \Z1 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 'r p_ O 14r Y Grade I119111 iIIII, II ,,(ISingle Felled Cell Column III„-1�11 (III III,IIII I�I,II NTS l n I l 3 I 1 1 1 l u l- 14% x 18"d Concrete footing III— with (2) #5 bars cont. and #5 transverse bars at 48" o.c. Filled Cell Masonry Column With One 14" #5 From Footing To Beam Each. ARAGE CURB DETAIL Conic. Fill To Be 3000 PSI See Floor Plan For Location 5GALE I/1" = I'-U" 2" x 6" PT wood secured with 1/2"dia. x C expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT Double Filled Cell Column NTS Braden t Braden AI A, FA Architects — Planners 41-1 S.E. Coconut Avenue ffB Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia0comcast.net 120'-o" PATIO/SLAB Ar�;_7 _ — — a T —- _______=Q _ _ r— — — — — — — — --1 FI 0 — — —� ° —I F - - - �L-I J I FI I z Filled cell der O girder above I I 24" I o I Rear Patio/Slab � r r J to be poured separate O from tfie house slab. I m I -1 Thicken footing to - I 24% x 14"d x 24"L ( I Fl under filled cell I 19 a under girder bearing. L_ ° OI — —\ —-----F'------1C si ° I Rear Patio/Slab to n 0 c be flush with bottom of I ° vQ- a-q o I sliding door recess. a_ H aN I Slope 1/2" I i I DI i I�- I �- I I I� I I� 32'-8" I I ^ 4" concrete slab with fiber esh OR 6"x6" 1*10/10 WWM on 6 mil V squeen over clean compacted termite tr ated fill I FI I I I 0 I c I I m I I� �I----— — — — — -- 4"ill Steel Ballard I - Pilled w/ Concrete ® F5 moo- I I I�OI �I OZI IF� v141 I s� I I L � I Ea; I I Et! I ErL I FI D go °-0 O [ I N :) W I �*' �� I " 0 I �o U � I I °� cn F51 U� 110 IF5#u I ul I I I I I FI I I I ° I x O IL I F5 I rl L — ° 1.5" Recess for 00 00 O r ° ° arage Door 9'-0" I 3'-5" 6'-2" 333KKK< <12" x 12" concrete column black filled with concrete and (2) #1 bare vert. ti into hntels above Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida REVIEWED FOR CODE COMPLIAANICE ST. LUCIE COS'; 8QCC FOOTING SCHEDULE Mark Size Description 1pkz- Fl 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F� 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Date Drawn Revisions Sheet Comm # GARAGE 3-25-2 12 — 2 � LEFT Drawn " c.c.u.: Checked by: D.R.S. OF 5 • IN I ♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�*�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ � ICE � ��♦��♦♦r♦♦r♦♦fir♦���Q��+ ♦�� ♦ � ♦_ ♦ ♦ � QId w . ..0111111111 Ke Area Bd a Field Fastener Pressure Zone I 6" 6" ed ring shank 45 psf Zone 2 4" 6" Sd tin shank lb psf Zone 3 4" 4" Sd ring shank 84 psf ** Zone 3a (e" 6" #8 wood screw 112.5 psf Verify with Plan `I a Column to Lintel 2"x 12" umn Block Rebar Provide #5 beta with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block steel Provide Cast -Crete ' 8U8-OB/OT precast lintel set In moI Min. 8" Bearing Provide tt5 bar eat in pre -coat lintel into beam where length of the opening calls for it.ML Y l—J. �1q..•:e":.,�..-,rt.j�t;�'�a };' Provide PT Buck }' I I=• I � •1 !,I attached per ,Iamb � .I ` etails into filled cell 4" Pre -cast .' X f r sin f;� 3 �--Poured Filled Cell Provide #5 beta with min. 48 bar diameters overlap in filled call. Tie 7Pllled Bell steel Into continuous Pater steel. CBS WALL Scale: I/2" = I'-O" SINGLE PLY REAR GIRDER TRUSS Neil 2" x 4" bloekineq to veil. leg of truss with IOd x 1.5 Halls at 4" o.c. Install Simpson MGT Into wall uangg 5/e" ilia. threaded rod set min. 12" Into wet beam and (22) IOd Walla Into truss 12 R-II batty Vverlap TRUSS BLOCKING DETAIL Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using ad nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ge, 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c_ max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails yaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach eck to trusses using attachment detail on this sheet �\ Additional Precast Lintel rr ri 7"B"s #5 bars Lintel Bar Clear ALen th Len th S an Bars CLEAR 9 9 P X-10" T-8" 1'-6" 2,43 none i "•' r i i i t 3'-6" 3'-4" 2'-2" 2,43 none are-OBAT BF8-IB/IT BPS-IB/2T dditional 4'-0" 3'-10" 2'-8" 2A3 none tt5 Kars CLEA _ •.:? `: ''::'}!;` 4'-6" 4'-4" 3'-2" 2.43 none ne Row oP "H" .'.?v Block Above C: 5'-4" 5'-2" 4'-O" 2,#3 none ' v:: 5'-10" 5'-8" 2,#4 none '''''�; :,' Precast Lintel P: 9 ;'.x';, Additional ''• ". i 6'-6" 6'-4" 5'-4" 2,#4 none y,____a #5 bars �_ _y l'-6" 1'-O" 6'-2" 2,#5 none BFIL-IBAT BFIL-IB/2T 8'-4" T-10" T-0" 2,45 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. eteel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Cast -Crete Specification Rows of "He Block Above • " Bottom Steel Size Top Steel S+� Max. Gravitg Load (PLF) Max. Uplift Load (PLF) II Lateral Load (PLF) L22 T-2' V-6" BPS-OBAT 1 #5 3069 1569 1024 L31 T-L" 2'-8' V-1" 41-0" SFS-OB/IT 1 #5 2561 1363 1L3 L45 4'-5' W-10" 8F8-OB/IT 1 85 1105 909 339 L50 5'-0" 6'-V 8P8-OB/IT 1 #5 1238 835 121 LLO L'-8. T-6" 8F8-OBAT 1 #5 IOa �21 534 LBO 8'-O" T-4" 8F8-IB/2T 1 #5 2 #5 152 691 512 L90 T-0e 10'-L' BPS-IB/2T 1 96 2 #5 L43 530 401 L90B 9'-O" 10'-6" BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-O" ll'-4- are-IS/2"r 1 #5 2 #5 682 494 452 LIOOB 10`-0" II'-4' 8PIL-IB/2T ONE 1 #5 2 #5 ISLE 1028 452 L120 IT-0' 13'-4" SF8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-O" 13'-4" BPI6-IB/2T ONE 1 #6 2 #5 1015 ��0 324 LHO 14'-O' 15'-4" BFI4-IB/2T ONE 1 #5 2 #6 1250 409 259 LILD IL'-O" IT-4" 8F8-IB/2T 1 #5 2 #5 Soo 192 194 L160B IL'-O" IT-4" BPI6-IB/2T ONE I #6 2 #5 960 600 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x I I/2" Walla — ( 24" o.c.) supporting Max. Ie101ba. uplift Aluminum Drip _ Edge t Fascia ,a 12" 2" x L" Kaycan full o vent vingl eoPPlt installed using I/8" ilia shank x 15" fang gely. roofing Wads with 3/8" ilia. head per product approval -see chart sheet #I 12" x 12' concrete column block Pilled with concrete and (2) #7 bare veil. tladi Into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor V 1III1I '.- "'I�III III1,=11I1= into Aluminum Drip Edge t Fascia Flash and Counter v Flash Nall ledger to gable end truss with (2) IOd " ifs at each web \ ' hrn6 lath vorticalwood s to provide .ration into 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar veil. w/ 30°' overlap at each felled cell 11 Trusses at 24" o.c. see shop drawingal by others R-30 Batts I butts Frame ceding transition as needed using metal etude field verify exact configuration and sizes Drywall ceiling see typical section elllna transition Insul nts C creLB Anchors Per Poured Concrete or He urecturerc specs concrete block wall .I/4"Max. Aluminum Panel Sizes per manufacturer - See Tueical Stud Detail v 1/8" x 3/37" Wing Nut m/ $ approprmte washer and spacing I �per manuPecturar'a Details is LL 5 .ots• I IN I c e I 1 L I I A all I 0. I L I I I I I I I IBT6" I Stud Detail Poured rraaGrmta or I NTS concrete black mall \ I Stud w/ Die Cast Zinc \\ Nickel Plated Wing Nut Concrete Ancharm Per ]• Manufacturers Specs Flush Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Tublcal Mounted Shutter Detail nits Brace Gable and with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES at 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses -I/2" drywall with smooth finish Two rows of beam block filled with concrete _and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 or cant. For bottom row over openings 1/2" drywall over I" x furring strips at 16" o.c. with I furring -insulation on typical 8" Block walls Brace Gable end with 2" x 4" SYF aft back nailed t of top chords usir nails at each true Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) 10d nails into truss- Add blocking to hurricane' anchor at each truss ( 24" o.c.) supporting Max. Ow Mimi WON WO Ed 1i IVA, � Iit _0 ".W-m — m"1141,51MINVI is :2) 30 lb fel I. OPIUM A FAA SLOPE auth lialci've #2 min Ned 7� 5 T ■ EPA P�RQ �e Fe ra of o i All drywall to a installed per FBC R102.3.1 HETA 20 i and shall meet all pertaining ASTM codes. in Mortar to be Type I'M" only proportioned per FBC R601.1 and Mortar �o,nto shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) Fill cell with concrete and ROOF 1— A l �l (U #5 spacing veil. ltypicaU. 48" unlessnothearwi e noted not exceed see Foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET REVIEWED FOR spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET CODE COMPLIANCE L" rl an coin WWM to L and treated over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER ul clean compacted termite ltreated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ST. LUCIE COUNTY ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCT C — ALL TRUSS TO TRUSS CONNECTIONS BY II--1111- TRUSS MANUFACTURER FI - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION ectlon at l=ront �orch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Sale - 1/2" = I'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION A'. .� re_..I 1-2-19 - - - - - - - - PANEL "Ali Poles BR Load Wire Description arc# circ# Description Wire Load BR Paler 1 20 1.2 kw #12 Refrigerator I Range #L 12.0 kw 50 2 1 20 1.2 ko #12 Clothes Washer 3 1 20 1.5 to 912 Kitchen S.A.C. 5 L Dr er #10 5.0 kw 30 2 1 20 1.5 kw 812 Kitchen S.A.C. I 8 1 20 #12 Bathroom Recepts 4 10 Air Candarsor #10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 Air Handl #10 5.0 kw 30 2 1 15 - #14 General Lighting IS IL 1 15 - #14 General Lighting 11 Is WH #10 5.0 kw 25 2 1 15 - #14 General Lighting 19 20 1 15 #14 General Lighting 21 22 GDO 812 0.81 KW 20 1 - I IS 814 General Lighting 23 24 Spare Spare 25 24 Spar* Spam 21 28 spare Spare 29 30 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) ,Small, Appliance, Circuit(a),,,,,,,,,,,,,,,,,,,,,, Range......................................................... Refrigerator.................................................. Microwave..................................................... Dish Washer Clothes,,Washer............................................... Cloth46..Dryer................................................ .Water. Heater Garage. Door.Opener....................................... 1135 3 5,205 2 1,500 3,000 1 12,000 12.000 1 1,200 1,200 1 1500 1500 1 1,200 1,200 1 1.200 1,200 1 5,000 5,000 1 4,500 4.500 1 810 810 Total Watts 35,413 First 10000 Watts e100% 1 10.000 10,000 Remainder 25415 040% 1 O 10,244 Electric Heat or A/C 10,000 045% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Sj Double Pole Switch ® Eyeball Recessed Pa Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light eterpr ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-I Carbon Monoxide Detector Flood Light TD Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® 1 Smoke Detector Ceiling fan FR Television Jack ❑- Telephone Jack -11 AC Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 30- IL3 CFM IOXIO" MASTER BEDROOM 11.3 CFM IOXIOXL OPTIONAL PATIO/SLAB 12x12x9 B/A I l - - - - - - - - - - a I B/A CLOSE 8x4x4M B 4 ___.J Yon I-thaL--__ Soffit ATH 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd D 2 PVC Schedule chedule 2" PVC SAP 40 conduit 40 conduit sleeve I5o h1COS into attic MCB PANEL AI-IU PANEL AHU 200a rated meter can n 200a rated meter can n Intersystem bonding 2" PVC ( FPL Termination pant schedule 80 2" rigid servrce FPL rods IF W ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering ELECTRIC NOTES: Intersystem bonding 2" PVC ( FPL)-� Termination pant schedule 80 2' rigid service FPL GEC Bar)#✓3' cC7' Galuvanzed ground rods _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction t - Verlfu AIC/KIC Rating prior to ordering equipment PATIO/SLAB OPTIONAL PATIO/SLAS ,'Covered Porch`, MASTER T BEDROOM WP GPCI '\ \ I \ 1 11 ITVI N I - - Smoke / Carbon R AT Monoxide Detector R OM i s Combo O s I C I I GFCI CV , N S I I I II H.B. IL" TV CLOSE 7 = N GFCI I I I - J Exhaust Duct GFCI I i DINING Thru Soffit �,.\ ROOM GPCI GPCI oFAFM I3 CFM `- - - - - -- N��(/► KITCHEN------ -I `V `1 d 12x12x1 ° ,4" Exhaust ' "� 1 H.B. Duct Thru /24" I 3'_2" 3'_2" HIMEa F ° 20 CF " 1lla11 oCnIg per FBCr 8x4x4 1 4 I I R Ail 18 FM _ _ _ -- V Ent ti1rU WP GFCI �}-� _ _ . K- R3i4.3 I / I I I Soffit \ / � lCer�9, A T H Install oulet - GFCI 50 CFM - - - 0 O - 20x20 under disc. F N T I not shown or N - Cf1 1 clarity 0 GP GPCI I / A �C - - - - w I iIL 42" GFCI - - - - - - - - r I " #1 r - - - Odd Attie Aee�ss I 22" z i,4 I,11 I > Cente 1 \� I with light J I 1 232 CFM 1 Attie cc O \ \ L - - - - - I d I 12xLxl 1 with light \ iL-_„� x L 150 Am I -�J- 1L_J �\ _ p Lt_�J \\SECON� N Meter Panel P \ Meter I50 Am}� Optional / ® BEDROOM 4 SECOND Panel \ Pull chat panel location A TV \ GARAGE 3 `I BEDROOM �� light in attic \ ` r m B42" GFCI \ 1 %A GARAGE / \ PB Garage / \ Door r - - - - - - - - - - - - - - - - - Opener \ COVERED PORCH i i / r( �® y WP GFCI ER:r ElI ' 'CPOCyJR� H /4Y0UT ELECTRIC/4L FL/4N SCALE: 1/4" - 1'-On SCALE: 1/4u - I' -On Post Light with,-"' " a 1211 g fanteralL9 CFM I- ioxiox7 DINING ROOM I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20, All equipment and panel sizes shall be verified before 2. Provide end wire all required smoke f Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected, other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the I. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install largest conduit or pipe From any other service. ALL rooms. all items For a complete electrical system and provide all 8. A/C Return Air Balance Must comp)gg w/ FBC RM1402 the requirements necessary for the equipment to be placed in 23. All ex osed wire below 9'-I" shall be installed in metal EMT p 9. A(C Refriq�rqnt lines that are run thru slabs must be proper working order. conduit. 10. sleeved inYVC ALL A/C Equipment shall comply with energy calculation 1'1. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed Braden $ Braden AI,Ae FA II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility per FBC RMI502 Architects -Planners 12. contractor, the completed s stem shall be fully operative. Contractor shall pay for all tees, permits, testri and and telephone company. 111 S.E. Coconut Avenue inspections including blower testing where required. 18. The electrrcial system shall be completely and effectivelg Tel (712) 287-8258 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. Fax (112) 281-8283 14. interference with the progress of construction. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' -mail: : bradenala�comcast.net against the public liability and property damage for the 1,,..., . ,p *1a ,,, .1 labels where applicable. Stuart. FL 34996 UAAC000032 2309.11 Total Attic Space = 2124 sq. f t. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit UJynne Building Corp. The Grand Carlton Spanish Lakes St. Itucie County Florida Photo cell `m o u Date Drawn Revisions 3-25-20 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.S. H.B. Exhaust Duct Thru Soffit a Wire For Front Post Light O °W ' ma REVIEWED FOR o; LODE COMPLIANCE ST. LUCIE COUNTY u_ 130117f` Sheet Comm tt F. 12-2� of 5