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Home My WebLink AboutBuilding PlansGulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood neck 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 (" 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 dpeckrto trusses using attachment detail on this sheet 12 4 1 SLOPE Finish Columns with COVERED 5/8" thick cut coral PORCH O O finished stucco bands 5/8" thick x 8% cut coral Finished stucco bands 5/8" thick x 8"W cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11G51.12 26ga. 5v crimp metal roofing attached to plywood deck using 99 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet -� wis u ----- ----- 5/8" thick light textured stucco on tgplcal concrete block construction RIG�T ELEVATION SCALE: 1/4" Product Approval Submittal Affidavit Opening Type Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights NOA/FL Product Model Manufacturer Glass Attachment method NUMBER # ZEST Expiration Date Design Pressure of Approved Tests j,2"3 t4 A B FL# 239.9 I4-0330.02 FL# I6Ll4.1 Single Hung Overhead Garage Door Fiberglass SH-1100A I act Model 824/811 9'-4" max. width IL'-O" max height DesignSmootPro/ PGT DAB Jeld-Wen 5/IL" 1/4" in. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval 1) ss se"ddvwrtrw. .owns S`/ha' .`c"""`14�11f MLc swv..nlwr. is Ir oa h i.366/I�* x L/"e�wfdl"(iri r.�" a"*t*"". m' ""ILrec�i rSOwse`smns inn.(a i. wsaw e.eems - a"� to anetly *dh.n x. product .ppreve • I ' rort. u r ae ur Q i=leo 1/4" die. tapaonwith min 1.25" embedment at V max from corners and 11.5" o.c. max. thereafter in head and jambs. + 65.0/-80.0 PS + 50.0/-60.0 psi + 50.0 PSF - 10-9-21 C FL# 251.4 Sliding Glass Door Series 110 SGD PGT 1" nom Type "GSA" 1/4" dia. tapcons w/ min. 13/4" penetration to be spaced per product approval. Contractor shall adhere to min. 2 1/2" edge distances specified in Product approval + 40.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TTEEgg ExpTEST Date Designressure e Approved Teats Mullions 241.1 I" x 2 3/4" x .315" PGT install per fastener type and spacings shown in Table IA and IB in product approval on sheet 5 or 22. + 58.0 PSF _ Roof FL# 11651.12 5V Crim p Metal Roofing Gulf Coast Supply and manufacturing 24 a. Sv crimp metal roofing attached YYo plgwood deck using #9 x 1.5" woo screw* with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 3o lb felt underlayment installed with min. 4 side laps and 4" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4 o.c. at all laps and two staagored rows 12" o.c. in field. Attach deck to trusses using attachment datau on root plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 1 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0-12" dia- x 1.5" Iona ring shank nails with 3/8" dia head, +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) ECs12E5 ® 5/8" thick light textured stucco on typical concrete block construction 12 SLOPE 4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 26 go. 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails dee s aced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach ck to trusses using attachment detail on this sheet . ti 12 SLOPE 4 2 2„ .H. CRESS COVERED PORCH 2 Omni C thick light textured 5/8" thick x 8"W cut stucco on typical concrete coral finished stucco bands block construction REAR ELF-YAT10N SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 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 aid laps and 6" end laps fastened with corrosion resistant tin caps and with 1.21" 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 5.2 1 EGRESS . H. 5/8" thick x 8"w cut coral finished stucco bands f;;� iit� O N T �I/2" drywall ceding on truss bottom cord 2" x 4" top plate 1/2" drywall on " x 4" studs at 14" o.c. base -board II II / 2 x 4" P-T. bottom plate \ 4" concrete slab with fibermash OR 6"x4" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Searing Partition nts 1111111=011011 it 'O71 2'-2" ELE\/ATION 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Sd nails, Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 SCALE: 1/4" = 1'-0" 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: Roof Pitch: 4:12 Internal Pressure Coefficient. to -la Subjectabilag to damage from: Weathering: Negligible Termites: Vero Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+0.4 L Components t Cladding Wind Pressure [NET) Roof Zone: I. +20.6/-32.L par Roof Zone: 2. +20.6/-51.0 par Roof Zone: 3. +2O.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'_4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pot Wall Zone: 5. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai a Provided? Yea Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi ROOF- LIVE LOAD: 31 paf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD• _1_5_ psf FLOOR DEAD LOAD: 10 ;)at J013 ADDRESS: Y9 Br Roof Zone I ® Walls Zone 4 = Roof Zone 2 Walla Zone 5 END ZONE Moo Corner Zones Roof Zone 3 FLOOR FLAN 1<-� CR A1-I POST DE-r All AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = 1'-0" Living A/C = 1120 sq. ft. I. Contractor to verify ALL notes and dimensions prior to N.T.s. 3L" high by 4" diameter Back Porch Total = 210 sq. ft. proceeding with Work. p g steel crash post. Floor Flange 4 - Garage = 311 s ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. with 3/8" expansion bolts into Entrg g = 28 s ft. q. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ka' steel plate) Total Under Roof= 22rt5 sq. ft. a minimum 1,400 P.S.I. fiber stress. 6' Total Cubic Ft = 13,%0 4. No dissimilar metals to touch. 2/;" 2y," 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �2 ;2" ALL Concrete used for vertical filled cells, cant. tie beams etc.. to ° 2• VTR shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix I 6. Drywall at ceilings shall be leveled and attached to bottom chord 2„ 1 I ` , Of trusses with screws per FBC R�02.3.5. 2y2" Attach buck to block wall with MASTER 2" I/4" dia. Elea cant screws with min. BATH I 7. ALL wood in contact with concrete shall be pressure treated. o ° 1 1/4' penetration at 12' o.c. max LAV-i I 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. �2 and 4" max from each corner thru Exterior face 2" x L' PT Buck 2" iAv-' 1 9. ALL plumbing fixtures to be low flow. of wall ones 2" 1 10. Contractor to Provide Drain at water heater in accordance 2„ wm-' with the current edition of the Florida Plumbing Code. w`-' 1.LAUNDRY ll. Contractor to Provide a 2'-$" wide door at one bathroom for #8 Wood screws thru jamb into buck 2n handicap accessibility requirements. 2� 2� at each hinge end 15" c.c. max and Detall at Door prior to door attachment 3" 12. �5 Lowest finished floor to be set by Governing Building Department L" h" NTS 2 VTR 2' AAV 13. surveyor to Set In field. Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 1 1 2" s KTICHEN 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door g g SILL BLOCK PRIOR TO BUCK INSTALLATION �Av-i „ Water Heater Install windows thru buck into 2" block with 3/I4" tap -con with 1 1/2• penetration at 0 o.c. max. BATH #2 we -I 3 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9.1 p from each corner and 20." o.c. max thereadtearndatw 20' 3" 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 amps and o.c. max. Exterior race product approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant or wall suPx 4" PT CO. 3" flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies b3To " materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition Septic 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 I Buck nailed to PLUMBING RISER C460, C1002, C1041,C11II, CI1-18, C1218, C1395, or C1396 and shall be installed block with case hardened nails Detail a t W i n d ow S prior to window attachment according to the following: (FBC R702.3.5) Masonry Bea Drywall Location Orientation Framing g Member Max. spacing Nail sizing options for I" x L" P.T. Buck nailed to block with case hardened nails NTS Thickness Spacing of fasteners installation of drgwall into prior to door attachmen Maximum Nails Screws wood framing members 2" x min. thickness Install SGD thru buck into block with 3/I9" tap -con with Ceiling Perpendicular p 24" 12' 13 a 1 3/8" Ion with 19/L4" head 9 9 " `"' ` "`' I I penetration at c. max. OR 0.098" diameter x 1 1/4" long = from each corner and 20." o.c. max thereafter at head per product approval annular -ringed or 5d cooler nail OR Walls Either Direction IL" all 16" 0.080" dia. xx 1 5/8" long with 15/64" head O O Use 3/14" tap -con with OR 1 1/2" penetration at L" o.c. max. Ggpsum board nail 0.084" dia. from each corner and 20" o.c. max x 15/8" with 9/32" head. thereafter at sill per product approval Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long I" x L" P.T. Buck nailed to block with case hardened nails annular -ringed or Ld cooler nail OR Head prior to door attachment ® Walls Either Direction 14" 8„ 1L„ 0.092" dia. xx 1 "1/8" long with 1/4' head r OR fixed door Gypsum x board nail 0.0915" dia. I ;/8" with 19/44" head .? sliding door 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru AIOS.6, r Masonry Wall A108.1, A118.1, A118.3, A136.1 and A131.1 Iv n 20. Cement, fiber -cement or glass mat gypsum backers in accordance w;th ASTM C1238, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation includingfacings such as retarders or vapor permeable members installed block with 3/I6" tap -con with g p p 1 1/2" penetration at 6' o.c. max. Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Sliding Door D e t a I I from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanying smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga_ 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woodF screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V 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 deta' on this sheet Simpson HETA 20 or equal i hurricane anchor at each truss 12 with (10) IOd x 11/2" nails 4 PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max at 24"o.c. TYPICAL 18101bs. uplift (shop drawings by manufacturer) Aluminum Drip -r' R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cunt. in each row. Substitute Kagcon full o vent vinyl soffit installed 1/8' die precast lintel Filled with concrete and (1) #5 bar cont. for bottom row over openings using shank x 15' long gale. roofing nails with 3/8" dia. head par product approval - ace chart sheet #I 1/2" dryywall over I" x furringg strips ai IL" o.c. with R4.1 frfod Insulation on tgp'cal 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction m Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC Re01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w/ qL 30" overlap Fill cell with concrete and at each filled cell (U #5 bar Vert. (typical). Max. spacing shall not exceed Wood 48' unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with f'bermesh OR VxL" #10/10 WWM on L mil V'squeen over clean compacted termite treated Fill oa v -711 III- -I 1 I I AM IIEd14"w x 18"d Concrete footin 111 1 1-1 1 1 I i n- with (2) #5 bars cont_ and #5 14' transverse bars at 46" o.c. TYPICAL SECTION Scale : 1/2" = I'-O" Window Schedule Mark Size Routih O en. Window Descrl tion PRESSURE ZONE I. 4'-S;'9"x 5'-3%' 54ka"x L3%;' Single Hung ZONE 4 2. 6'-2%6"x V-3%a" 15' x L3%4" Single Hung ZONE 4 2'-2" x 3'-2%2" 21Y2"x 38%" Single Hung ZONE 4 4" V-1" x 5'-3%a' 38" x 43'/4" Single Hung ZONE 4 S. 4'-S V x 4'-2 %a" 5'4 'x 54 Ye" 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 by contractor With manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0" 108' x 84" Overhead Garage Door ZONE 4 B V-O' X V-8" 41"%4" x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-0' X V-8" l4" x 81 i2 °.bat Sliding Glass Door ZONE 4 D 2'-O" X 4'-8" Solid Core - Wood - L-Panel-BrPold Finished 24' x 81'/2" I- j 2'-L" X V-8' Solid Core - Wood - L-Panel F 5'-0" X C-8" Sold Core - Wood - L-Panel - B'-Fold G 2'-8" x V-8" x 1 Solid Core Wood, Steel, or Mason'te Door H 2'-8" X C-8" Sold Core - Wood - L-Panel J 2'-L" X L'-8" Sold Core - Wood - I. -Panel - Br -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 #I All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Braden t Braden AI A, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 28-1-8258 Fax : (112) 28-1-8283 E-mail: bradenaia®comcast.net Stuart. FL 34996 #AAC000032 3" 21'-0" ° Opt. PATIO/SLABor 00 EE EE EC C D EGRESS 12" x 12" Concrete column O block filled with concrete and E (2) #1 bars Vert. tied into lintels above P O R C H WIRE LATH t STUCCO MASTER CEILING BEDROOM r+ 8'-0" A.F.F. ro V E Flat Ceiling - OI 1 19 1 1 1 1 19 1 1 1 1 IEO O° T O i C w, 8'-0" to 9' 18" A.F.F. OL Vaulted Ceiling I Vanity to be 34 Y2"high I I E ° I r Rod t Shelf GREAT I �c I ROOM N I in N 1 w - I 1 2" x below L" knee -wall counter top in I LOSE �I - toi I od t Shelf �\ L/ DINING 1 �e�\o` / I \O/ I ROOM I _ _ -O" to 9'-8" A.F.F. 141" HIGH WALL ° Vaulted Ceiling I ° 1 8'-0" A.F.F.OIL- it 1 H.B. ° THIRD BEDROOM N O N 8'-0" A.F.F. OIL w L Flat Ceiling E 13 OO � w Wynne Building Corp. THE ROYAL Spanish Lakes St. Lucie County Florida Van'tu to J SECOND ry13EDROOM 8'-0" A.F.F. Flat Ceiling EGRESS 1-1/2" OVE HANG Flat Ceiling - - - - - - - <11"CHEN ° - 0 0 Upper cabinets to iv extend over Ref. NON -VENT Q F EF. F - OP NING N J u W.H 227 x 54• m I l Attic Accew 1 R-n Batts 'new soon w- W with light 1 in 1 I 4"0 Steel Ballard Provide auto ID See detail on this sheet closer �C 1I /�Q II J )// Imo, MII■�0I h%h 0. ;a 22" II a GARAGE p m 8'-4" A.F.F. OILO I rc Flat Ceiling N ® ®( I I r----------------- iI Block wall in �t E Fj MT J& E I garage to be M REGf SY E 1 struck block 1 I I I I I I I I I all, I I C.C.U. 12-a-09 9'-C 2'-2" 2'-8" 1 2'-e" 3' -C 9'-0" MODEL: Date Drawn Revisions GARAGE 3-2'i-2o RIGHT Drawn by: C.C.U. Checked by: D.R.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 4 A/C 41 Sheet 2. OF 5 2 c tu� NLL O 1 v- O N v J 1 7-1UL. I U7�/�L I\CJ I =J' I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 9• DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10, ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 6. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, SLOCKOUTS, ANCHOR (MDENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIXX MAY BBE E SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12 MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO, 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2 RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUND�70N FL�4`N 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 I #5 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from ii t to 9'-11" and Provide (3) filled cells On each side of openings from 10'-O" 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 I. Contractor to provide for soil test prior to construction and provide a copy Of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ Fill cell with concrete and 30" overlap (1) US bar Vert. (typical). Thicken edge to 8„ x8„ SCALE: 1/4" = I'-0" FOOTING SCHEDULE Mark size Description I 14"W x 18"D MONOLITHIC FOOTING WITH 2 U5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS © 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 tt5 BAR CONTINUOUS ©14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB 9 0'-0" at each filled c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous 6"x6" 410/10 WWM on 10 mil Visqueen over Base a foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with Fibermesh OR GRADE 6"xv #10/10 WWM on 6 mil Visqueen over — clean compacted termite treated fill —_ Grade 2 I Iva- I _ - =III IIII-IIII=IIII=III 1�11=1ill�lilhl II III_ 1=11 rF \4� PORCH SLAB EDGE DETAIL I 14% x 18"d Concrete footing with (2) #5 bars cant. and #5 transverse bars at 48" c.c. f l / TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"xb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per foundation plan Grade 3=1� �. (2) #6 bars cunt. bottom steel loll 12" �9 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'- 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer It" below finished floor 11111111111 ��- COLUMN FOOTING DETAIL 30"x30"x16" concrete column footing with (4) #5 bars each wag SCALE 1/2" = 1'-0" #5 bar Cont. in curb — Curb height Verify based on foundation plan �a ro t GARAG 0 Wood Base 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 big 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. SCALE 1/2" = I'-U" #5 bar vert. w/ -30" overlap at each filled cell Fill cell with concrete and (U #5 bar vert. (typicaU. Filled Cell Masonrg Column With One -Max. spacing shall not exceed #5 From Footing TO Tie Beam 48" unless otherwise noted g see foundation plan notes For Conc. Fill To Be 3000 PSI spacing at opening& See Floor Plan For Location 4" concrete slab with fibermesh OR 6"xV 910/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill —111- 14"w x IS"d oncrete footing with (2) 95 bars cunt. and #5 transverse bars at 48" o.c. RB DETAIL SCALE 1/2" = I'-U" 2" x 6" PT wood secured with 1/2"dia- x V expansion anchors with 2" sq. washer at 18" o.c- overhead door track secured to wood jamb per manufacturer's product approval Garac,Le Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Slnale Filled Cell Column NTS Filled Cell Masonrg Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Contractor to pri [� proper foundation or proper steel i 30" min. 0 O r 21'-0" 10'-6" 10'-0" 41 12" x 12" Concrete column Op t. PATIO/SLA block filled with concrete and (2) #i bars vert. tied into I u I lintels above �` rl N ° °l1 ---J J00 COO i i i i Filled cell under Q girder above I FI p I Rear Porch Slab to ( 4" FI I� be poured separately from House Slab. L 1 Thicken footing to I r J 24"w x 14"d x 24"L 0 0 H.B. r — — —— FI /-- Rear Patio/Slab to I be flush with bottom of sliding door recess. -a Slope I" it-i II-i _i I I �I I �I I I (] under filled cell under girder bearing. J FI I I I I I I i 4" concrete slab with fibermesh OR / Cx6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill ° I I FI I I I I I ° �I I I I ° I FI I I FI I I I °I ° O O I — u -- II — — — — — — — — -- — �, >/ I 0{ Steel Ballard I - i .� See detail on this sheet I I I I 4" concrete slab with fibermesh OR I L"x6" #10/10 WWM on 6 mil Visqueen aver clean compacted termite treated fill I ° I FI I I o I ;- II� � I i I FI I I iv I o I LU — _ I O O O IIL r of ° I N I I O I Recess for I N ° I — — —Garage Door— — — — Jlip O FI I I I I I I I° I I l J � Double Filled Cell Column Corner Steel Lap NTS ntS Braden it Braden AIA, FA Wgnne Building Corp. Architects — Planners 411 S.E. Coconut Avenue T H F. ROYAL E 08 Tel (112) 281-8258 Fax (112) 281-8283 S anish Lakes E-mail: bradenaiaecomcast.net P a+„ap+ G1 ctaaai 3tAAY`nnnnct� St. Lucie County Florida -2" 9'-6" 2'-2" 21-811 T-e" 13'-loll 5'-4" 3"-6" MODEL: Date Drawn Revisions c 3-21-20 GARAGE Drawn by: RIGHT c.c.u_ Checked bg: D.R.B. 3'-41, W v O N v ,I 61 Sheet Comm # REVIEWED FOR CODE COMPLIl ST. L.UCIE COUNTY B ROCC OF 5 Provide #5 bars 4S bar OF FLAN with min. Provide #5 bar set m re —coat diameters overlap into beam. Tie lintel into beam where length of Scale [ 1/2" = I'—o" Pilled call steal into continuous the opening calls for it. beam block steel. — Overhangs + rr at 1 —O unless Otherwise noted On this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet Provide Cast —Crete � '�-.. `___—_ ,--: -w �_ :.—��".. — _.. `.-�.'.�..' .__._. "! �� :� ..�__ d- .. — Truss shop drawings to be provided by manufacturer BUS—OB/OT precast lintel set in mortar _ —Any changes to this plan shall be submitted to the �::�: �'�:� :;". '.`: Min. 8" Bearing---- 12"x 12" lumn Block Rebar R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone I ro" 6" 8d ring shank 45 psf Zone 2 4" 4" 8d ring shank lb psf Zone 3 14" 4" 8d ring shank 84 psf ** Zone 3a b" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pres$ure for roof stated in permit Info box on these plans For zone 3 Verify with Plan rc ovide PT Buck .ached per jamb orls into filled c, 4" Pre —cast Sill architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Pared Filled Cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Trusses at 24" o.c. see shop drawings by others Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie Filled cell steel into continuous Tooter steel. `fl`:';.' `. I`: Concrete Footing (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blockipq to vert. leg of truss with IOd x 1.5 nails at 4' o.c. Install Simpson MGT into well n. 15g rl into dia. threaded rod set mini 17' Y/,into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL rim. tweriap u GIRDERAT AT ENBEARING STRAPPING OINT Column to �Llntel Attachment TER 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 layer of ASTM D Tgpe 2 felt paper using 8d 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 ga. 5v crimp metal roofing attached to pigwood 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12"' o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel Lintel Bar Clear "A" "B" #5 bars �'( ry r +%� ,�x�:•9 CLEAR Length Length Span Bars Bars r r r 2'-10" 2'-8" I'-6" 2,#3 none i •'. r r r i r 3'-6" 3'-4" 2'-2" 2A3 none 8F8—OBAT eFS—ISAT BF111—I13/2'r Additional 4"—O" 3`10" 2`8" Z u3 none #5 bare CLEAR•dt; ..�.;+ 4'-6" 4'-4° 3'-2" 2 #3 none ne Row of °H' '•%!:::;';..: Block Above ;':: 5'-2" 4'-0" 2,43 none Precast Lintel rY<Of 4'-6" 2,44 none r Additional 6'-6" 6'-4" 5'-4" 2.#4 none #5 bars `----y ----.0 —0' 6'-2" 2,#5 none BPIi-1B/IT BFIi—I13/21' 8'-4" l'-10" 7'-0" 2 US none NOTES: I. min. coverage or steel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. ateel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit WidthSize Lintel Cast —Crete Specification Rows of H" Block 4bOVe " Bottom Steel size Top Stee1 size Max Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-6' BFB—OBAT 1 #5 3069 1569 1024 L31 T-V 3'-1. 4'-0' SP8—OBAT 1 #5 2561 1363 143 L45 4'-5"1 5"-10" BF8—OBAT I 1 #5 1105 904 339 LSO 5'—O' 6'-6' SP8—OBAT 1 #5 1238 835 121 L60 6'-8. T-6' SP8—OBAT 1 #5 loll 121 534 L80 8'-0" T-4" SF8—I13/21" I #5 2 a5 152 591 512 L90 9'—O" IO"-6' 8F8—IB/2T 1 #5 2 #5 643 530 401 L905 T—O" 10'-6' 61=IB—IB/2T ONE 1 #5 2 #5 1533 1163 401 WOO 10'-0" II'-4" SF8-IB/21' 1 #5 2 #6 582 494 452 LIOOB 10'-0' II'-4' 8PI6—I13/21' ONE 1 85 2 u5 1366 1028 452 L120 12'-0" 13'-4 BF8—IB/2T I u5 2 85 4-11 428 324 L1205 IT—O' IT-4' 8FI6—IB/2T ONE 1 #5 2 #5 1015 710 324 1.I40 14'—O" 15'-4' BF14—IB/2T ONE I u5 2 #5 1250 409 259 LI60 16'—O" m'-4" 6128-18/2t i a5 2 #5 300 192 194 LI60B W—O" n'-4" SFI6—I13/2T ONE I U5 2 1 #5 1 950 Soo 1 194 - 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 1 1/2" nails ( 24" o.c.) suppacting Max. IBIOIbs. uplift Aluminum Drip —� Edge t Fascia 12" 2" x 6' Sub—Fasci Kagcan full a vent vingl soffit installed using 1/8" die shank x 1.5" long gals. roofing nails with 3/8' din. head per product approval —sae chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied — into lintels above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top of factor I6" below finished floor Aluminum Dnp Edge ii Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web Batts batts ceiling transition f7UX X X dad using metal studs erify exact configuration :ea Drywall ceding see typical section Ceiling transition Insulation Detall nts 1/2' thick stucco on 3/8" hi —rib lath attached to horizontal and vertical wood framing with nails a staples to provide no lase than I-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies — see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Base Step per foundation plan a Slope per foundation plan is? Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSS ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) �R-30 blown fiberglass in bottom chord of trusses —1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1)#5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 frfod -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" onTy proportioned per FBC R601.1 and Mortar join ta shall coinplg with FBC Rf O1.2.L Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #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 Vx('" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 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) IOd nails into truss. Add blocking to truss leg per detail on this sheet I II II II Jil r+ iST$7 NINA NA ME ME 11,001 MIN 1111 I 1 I =III—III=� IIII=IIII=IIIIIIII=IIII III1=111 11 11 11 =1PIMAIIII IIII —Ili �- -� 14. FI IIII „IIII„ Ill �iii_I1II-IIII 3 TT plcal Section at Front Forch Scale : 1/2" = I' -Oil Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE ® I L Tel (112) 281-8258 Fax : (112) 2 ®Z-8283B Spanish Lakes E—mail: bradenaia comcast.net Sp. Lucie Countg Florida Stuart. FL 34994 #AAC000032 L90B ULTED AREA LOPE � )2 'L�•S ill Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) stportin Max. TA 20 1810 lbs. Uplift nip L45 Bi l3 oil min BI L31 Gulf Coast Supply and MFG Sv Crimp Metal roofinIth FL #11451.12 12 26 ga. 5v crimp metal roofing attached to plywoodck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max acin over ASTM D SLOPE 4 51 laps fastened with corrosion resistant tin caps and 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows Io.c. in field. Attach BI deck to trusses using attachment detail on this she 22" x 54" r — — I1" I I W J� Attic Access L31Bj O U�4 \ 4 I SLOPE I I I � I I/ I I I / I J / I I � I I /tkT/A i { I I BI r11 ETA 20 BI Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift MODEL: Date Drawn Revisions GARAGE 3-27-20 RiGHT Drawn by: G.C.U. Checked big: D.R.S. L31 Q to � X s OU m a a 2s in a U o iLo � d) dO Eq OD Nm � N N w Sheet REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC OF 5 PANEL "A" Pdes BR Load Wee Description circa cec# Description Wire Load BR Pales 1 20 1.2 kw #12 Refrigerator I Range #6 12.0 kw 50 2 1 20 L2 kw #12 Clothas Waaher 3 1 20 1.5 Ike 012 Kitchen S.A.C. 5 6 Orgar #10 5.0 Ike 30 2 1 20 1.5 Ike #12 Kitchen S.A.C. I e 1 20 #12 Bathroom Recapts 9 10 Air Cond Nor #10 9.0 kw 30 2 - 1 20 1.2 km #12 Dishwasher 11 12 1 20 1.2 ke #12 Mieroeave 13 14 Am Handier #10 5.0 kw 30 2 I 15 - #14 General Lighting 15 It. I 15 #14 General Lighting 11 Is WH #10 9.0 Its 25 2 - 1 15 - #14 General Lighting 19 20 I Is - 014 Ganeral Lighting 21 22 GDO #12 0.91 Ko 20 1 I 15 #N General Lighting 23 24 Spare - Spare 25 26 spare spare 21 29 spare Spare 29 1 30 spare PANEL 'A' LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Ganeral Lighting (3 watts aq. ft.) Small Appliance, Circuit(s) , , , ... ......... ................. Range......................................................... .Refry.9erator................................................... Microwave ............................. I....................... Dish.Washer................................................... Clothes.Ul .arher............................................... Clothes..Dryer................................................ .Water Heater .................................. .................. Garage. Door . Opener .................................. . .... 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1200 1200 1 1.500 1,500 1 1,200 1.200 I 1.200 1.200 1 5000 5000 1 4,500 4.500 I 810 810 Total Watts 351.15 First 10000 Watts 9100% I 110.000 10,000 Remainder 25,615 040% I 10 10.24L Electric Heat or A/C 10,000 e45% 1 110,000 10,000 Calculated Load Watts 30.21% Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required a 150 Amps Electrical Sgmbol Legend $ Single Pole Switch ® Recessed Can Light 4 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch __0 Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light aterproo ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet @ Computer Connection Jack Fc-ml Carbon Monoxide Detector 412 Flood Light O Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector 1� Ceiling fan ® Television Jack ® Telephone Jack DISC A/C Disconnect CEO I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN = THERMOSTAT LOCATION B/A = BALANCED AIR Z-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #1 THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can 2" PVC ( FPL schedule 80 2" rigid service ELECTRICAL RISER A/C disc. #2/0 AL SER Cable With #1 Grnd ISO 2" PVC Schedule 40 conduit sleeve_ MCB into attic PANEL AHU 200a rated meter can r- bonding point 2" PVC ( FPL)-� schedule 80 2" rigid service FPL - 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: A QPB PANEL 1 1 ground rods disc. bonding paint _ 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 - Verily AIC/KIC Rating prior to ordering equipment Opt. PATIO/SLAB PORCH I I 143 CFM lOx1Ox1 Center[ Registers on (ceiling fan I I I BEAT OM DINiNG ROOM THIRD BEDROOM 84 CFM IOx4XL Vent thru I f B ftit 7_ 143 CFM IOx1Ox1 139 CFM IOXIOx1 M STER B 1Eyrc., ROOM 139 CFM IOXIOXI I 12xIB/A r 1 r a I 12x12x10 ° B/A 8 CFM / I ex4x4 KA r I ° MTCHEN 12" --------I 144 CFM 12x4x1 12x12x8 B/A I r 215 CFM 1� 1240 I2xl2x9 B/A SECOND BEDROOM M Et L Use copper wire on[ from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke E 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. 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical ayatem and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comp) w/ FBC RMI402 the requirements necessary for the equipment to be placed in 9. A(C Refrigr�tnt lines that are run hru slabs must be proper working order_ 23. All exposed wire below 9'-I' shall be installed in metal EMT s eeved in C 11 All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 contractor, the completed system shall be fully operative. and telephone company. 12. Contractor shall pay for all fees, permits, testing. and inspections including blower testing where required. 18. The electrical system shall be completely and effective[y 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.G. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' aciainst the public liabilitu and propertu damage for the labels where applicable. 1 W_H a2" x 54' QN Attic Access, W - III I 1 nth light �' -- - - -'i �4'4 Steel Ballard See detail on this sheet D g,�4 q GARAGE 41 CFM Vent thru soffit SEE MANUAL "J" and Energy 150 Am Calculation Panel p for Unit info -------- I I I I I I I I I I I I I I I I I I I I I I I I HANICAL LAYOUT SCALE: 1/4" = 1'-0" Exhaust Duct Thru Soffit bre For Front Post Light Opt. PATIO/SLAB / \ MASTER ®\ WP GFCI BEDROOM v V PORC� ® MI I / / V I / I GREAT_ - - - -- ROOM ISmoke / Carbon Manciods Detector Combo C FCI r \ N I LO'SET ' II I I i'll Exhaust Duct Fc T-firm Soffit DINING I I GFC1 m �� ROOM G c~ / �GffCI IV 5 ®FM FAN E \><1 3' -2" 24" " Exhaust Duct Thru Wall '- -® \ W P G F C I THIRD � natal[ oulet BEDROOM / not under disc. shown for I _ Q clarity = TU * - - - - 2"h GFCI S Pd \ V I I 11 A tic A ce" I ) I A/C LU tt/ with light _ I I - - - - / I I { I '�4"e Steel Ballard See detail on this sheet / l h / 16,4@0301 will c ain PO fight In attic / O l\\ I OPTIONAL NEE LOCATION_(�e/ 15�1°anel p I Smoke / Carbon I 1 42"h GFCI Mo Detector i i 1 GARAGE/ / Combo mbo uai a AHU O 10 I © GDo P ore VlJ II / Opener SECIND BEDROOM l WP Center Post Light on This corner i----------------- i I I I I I I to corner J I I I I I I \ I I I I xQ Wa as > m Post Light with � Photo cell F.LF.CTRiCAL FLAN SCALE: 114" = 1'-0" FBC 2309.1 Attic Venting Calculations Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = i6.58 sq. ft. required Provide A Continuous Vented Soffit Braden It Braden AIAe PEA Wynne Building Corp. MODEL: Date Drawn Revisions : Sheet Comm 1* Architects - Planners GARAGE 3-27-20 411 S.E. Coconut Avenue THE R O Y A L S RIGHT D Drawn by: REVIEWED FOR F- I 12-101 Tel : (112) 281-8258 Fax ('i"12) 281-8283 C.C.U. E B : E-mail: bradenalaecomcast.net Spanish Lakes Checked by: CODE COMPLIAN Stuart, FL 34994 #AAC000032 St. Lucie County Florida D.R.B. ST. LUCIE COON OF 5 �vvv