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HomeMy WebLinkAboutBuilding PlansFinish Columns with /8" thick cut coral nizhed stucco bands 5/8" thick x 8"w cut coral finished stucco bands 12 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woocl 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 laos and 6" end 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 #11651.12 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 G" end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails aced 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 M RIG��T ELEVATION ME � 5/8" th(ck light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method JEST E rspiration Date Design Pressure of Approved Tests 1.2.3 t4 FL# 239.9 Single Hun g g SH-1100A I a t PGT 5/IL" I/4" ddia. tapcons w/ min. 1 3/e" penetration to be space per product approval. Contractor shall adhere to min. edge distance& specified in Product approval + G5.0/-80.0 PS A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width IL'-0" max height DAB o ss t.-4,&..."s sn•: `csi•°Wft, iaLWc swum .dread ; sl 00. h 1.16"sA�s�m�+ltG�� aa�. e.e."m. ie..i�ro& �ets"� ma. or I.5' ails d&e.a - GC La soak &dhen to prodimt aprwa rood" V r .n rdlor rex 10-9-21 + 50.0/-40.0 psi B FL# I6L14.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco 1/4" die. to con with min 1.25" embedment at 3" max from corners and'1l.5' o.c. max. thereafter in head and jambs. + 60.0 PSF C FL# 251.4 Sliding Glass Door Series 110 SGD PGT 1" nom Type "G5A" 1/4" dia. tapcons u/ min. 1 3/4' penetration to be spaced per product approval. Contractor shall adhere to min. 2 I/2" edge distances specified in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Tag Esauatioa Date Design Pressure of Approved Tests Mullions FLU 261.1 1" x 2 3/4" x .315" PGT Install per fastener type and spacings shown in Table IA and IS in product approval on sheet 5 or 22. + 58.0 PSF Roof FL# 11651.12 5V Crimp Metal RoofingGulf Coast Supply and manufacturing 2L ea. Sy crimp metal roofing attached to plywood deck using 49 x 1.5" aood straws with self scaling washer at 12' c.c. max spacing over ASTM D (type 2) 30 lb felt undarlagmant installed with min. 4 side laps and t' and 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 lack to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 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 012" dia. x 1.5" Iona rina shank nails with 3/8" A . 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 12 SLOPE 4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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' 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 e 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION 12 SLOPE 4 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 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" ox. in field. Attach deck to trusses using attachment detail on this sheet EGRESS MINIMIZE: M�R-19=00 4 MY 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" COX Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate 1/2" drywall ceding on truss bottom cord I/2" drywall on " x 4" studs at 14" o.c. base -board ----\ 11 II / 21. x 4" P-T. bottom plate \ 4" concrete slab with fibermash OR VxV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill nterlor Non-Bearina Partition Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenalaacomcast.net Stuart. FL 34994 #AAC000032 nts Wynne Building Corp. THE ROYALS Spanish Lakes St. Lucie County Florida 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 Categor : II Wind Velocity: I65 mph ultimate Mean Roof Height, ll'-!2" Roof Pitch: Internal Pressure Coefficient: ±O_Is Subjectability to damage from: Weathering: Negligible Termites: Very Heavy 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 design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.4 pat Roof Zone: 2. +20.L/-51.0 pat Roof Zone: 3. +20.4/-84.0 psf Components It Cladding Wall End Zone Width: 3'-4" Components it Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pat Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pst Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yea Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Test: psi ROOF LIVE LOAD: 3-1 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: --115- psf FLOOR DEAD LOAD: 10 psf 0 = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walla Zone 5 END ZONE Corner Zones - Roof Zone 3 JOB ADDRESS: \ MODEL: Date Drawn Rev Sheet Comm # GARAGE 3-21-20rTLE COPY RIGHT °raven by: �9606-d344 _ 12-101 C.C.U. VI WED FOR g CD heckCODE COMPLIANCE OF 5 FLOOR PLAN AREA AREA CALCULATIONS CRASH POST DETAIL A/C 9 = 1120 s ft. q• TYPICAL NOTES: SCALE I/4" = I'-O" I. Contractor to verify ALL notes and dimensions prior to N.T.S. 3"",high bg 4" diameter Back Porch Total = 210 sq. ft. proceeding with work- steel crash post. Floor Flange with 4 - 3/8° 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Entage expansion bolts into g = 28 ft. s q. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate) Total Under Roof= 2215 sq. ft. a minimum 1,400 P.S.I. fiber stress. `" Total Cubic Ft = 13,%0 4. No dissimilar metals to touch. 2ih„ 2,Jry S. ALL Concrete used for slabs Shall be min. 2,500 PSI concrete. 2" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° 2' VTR shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "' 13/8„ 0 2�" 6. Drywall at ceilings shall be leveled and attached to bottom chord 2 I Of trusses With Screws per FBC R102.3.5. p t/ 2,, Attach buck to block wall with 1/4" dia. Elco conc screws with min. MASTER 2111 , BATH 1. ALL wood 1n contact with concrete shall be pressure treated. ° ° 1 1/4" penetration at 12" o.c. max LAV-1 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. and 4" max from each corner thru 2" x V PT Buck 2„ LAV-' i Exterior face of wall 9. ALL plumbing fixtures to be low flow. 2" 10. Contractor to Provide Drain at water heater in accordance ones 2" with the current edition of the Florida Plumbing Code. WC-1 " LAUNDRY " 11. Contractor to Provide a 2'-8" wide door at one bathroom for xe wood screws thru jamb into buck 2 handicap accessibility requirements. 2 2/' Detail 0t Door at each hinge and 15" o.c. prior to door attachment max and 3„ BT-I „ 12. Lowest finished floor to be set bg Governing Building Department h" L" NTS 2• VTRJL 2' AAV 13. surve or to set in field. y Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND I I 2" s-� KTICHBN 14. Door between garage and residence shall be I-3/4"t 20 min. rated door 9 9 SILL BI-,OCK PRIOR TO BUCK INSTALLATION LAV-1 Water Heater Install windows thru buck into 15. Wall and Ceiling shall have a flame -spread classification of not greater than block with 3/I6' tap -con with 1 1/2' penetration at L" o.c. max. 200 per FBC R302.9.1 from each corner and 20." o.c. max thereafter at ambe and 20' a max BATH #2 we -I 3" •+„ 3"� 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4 O per FBC R302.9.2 Exterior race at head and ell per product approval 11. All exposed attic insulation materials installed on attir- floors shall have a critical radiant or wall Buck to be I" x 4' PT Flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation J Varies 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 To septic 18. Gy psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 I"x4" P.T. Buck nailed to PLUMBING RISER C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed block with case hardened nails Detail a t Windows prior to window attachment according to the following: (FBC R102.3.5) 1" x L" P.T. Buck nailed to Masonry Beail KITS block with case hardened nails prior to door attachment, Install SGD thru buck into -; _;:;•::r,: ;'. block with 3/I4" tap -con with If I/2" henetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval p O 0 Use 3/I4" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x L" P.T. Buck nailed to block with case hardened nails I Oi Head prior to door attachment \ p r Drywall Thickness Location Orientation Mem6e9 Max. spacing of fasteners Nail sizing options for Spacing installation of dr wall into g Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head OR 0.098' diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail 0.080" dia. 15/8" long with walls Either IL" 8 IL" Direction IS/44" head OR Gypsum board nail 0.084' dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long i, annular -ringed or Ld cooler nail 8 OR 0.092" dia. xx 1 1/8" long with Walla Either 1L" 8" 1L" Direction 1/4' head ®R Gypsum board nail 0.0915" dia. x I �/8" with 19/64" head. fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, n Masonry Wall A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR CII18 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 g p p Sliding Door Detail block with 3/I6" tap -con with 11/2" penetration at L' o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics 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 approvalJamb 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. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. Sv 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 Simpson HETA 20 or equal hurricane anchor et each truss 12 with (10) IOd x 11/2" nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max. 4 r- at 24"oc. TYPICAL 18101be. uplift ( h d b.P ) Aluminum Drip r Edge E Fascia 2" x L" Sub -Fascia Kagcan full o vent vmgl sorfit uwn® 1/8 die shank x 15' long roofing nails with 3/8" dia. heat product approval - ace chart al 5/8" thick light textured stucco on typical concrete block construction #5 bar vert, w/ 30" overlap at each filled cell Grade s op rawings g manu acturer R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cost- in each row. Substitute ad precast lintel Filled with concrete and (1) #5 bar Cont. for bottom row over openings a1 1/2" dryywall over I" x furringg strips at IL" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" onlyg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc --- Fill cell with concrete and (D #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 ribermesh OR 0xV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill III 1 ',•.4 1. IIII , IIII , IIII I '' i lu l 11 11I � 1-IIII-� 14" TYPiCAL SECTION 14"w x I8"d Concrete footing with (2) #5 bars coat. and #S transverse bars at 48" o.c. Scale : 1/2" = I' -Off Window Schedule Mark Size Rough O en. window Descrl tion PRESSURE ZONE I. 4'-Sis'x V-3%' 54Ys"x 1.3!4' Single Hung ZONE 4 2. C-23'x W-3 %" 15" x 63 %;' Single Hung ZONE 4 3, 2'-2" x 3'-2%2" 21Y2"x 38%" Single Hung ZONE 4 4. 3'-1" x 5'-3%s" 38" x L31/+" Single Hung ZONE 4 S. 4'-5Ys"x 4'-2%' 54ka'x 54ya' 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'-0" X 1'-0" 108' x 84" Overhead Garage Door ZONE 4 B 3'-0' X V-8" 41"%" x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O" X L'-8" 14" x 81 %;' d°„"°eL„`°" Sliding Glass Door ZONE 4 D 2'-0" X V-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 %2" E 2'-0 X C-8' Solid Core - Wood - L-Panel F 5'-0" X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x V-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8' Solid Core - Wood - L-Panel J 2'-4" X C-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 35'-O" 21'-0" 14'-O" Opt. PATIO/SLAB 3'-10Y2° 0El 1 00 3'-10Y2° O EGRESS 12" x 12" Concrete column O block filled with concrete and (2) #1 bars vert. tied into O lintels above PORCH a- WIRE LATH a STUCCO MASTER CEILING : BEDROOM it © 8'-0" A.F.F.OL if W0 Flat Ceiling - 00 El I I I 1 19 1 1 1 1 IE0 00 ° 0 0 T 4" I ,a in © I l 8'-0" to 9' 8" A.F.F. Vaulted Ceiling Vanity to be I I 34 Y2"high o I I® ° I Rod t Shelf GREAT I I CAROOM in 1 ° 1 2" x below C knee -wall counter top i w 1 L O S E irr r Of - - - LINEN ad t Shelf O ao BiNET © DINING 1 ROOM 1 _ -O" to T-8" A.F.F. 141" HIGH WALL Vaulted Ceding 0 1 I 8'-0" A.F.F. OIL ° THIRD BEDROOM N O 8'-0" A.F.F. OL W Flat Ceiling w a- J urn qUL u v �r a: LL Braden ill Braden MIAs, FA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T H E R O Y A L S Tel (112) 281-8258 Fax E-mail: : (112) 28�1-8283 bradenaia comcast.net S anish p St. Lucie Lakes County Florida Stuart. FL 34996 #AACOO0032 ° INN SECOND ry 13EDROOM 8'-0" A.F.F. Flat Ceding 1-1/2" OVE HANG 1 Flat Ceiling -------<IfiCHEN ° - o Upper cabinets to cy extend over Ref ON -VENT (� EF 391 OP NING Cr r+ J m W.H 22' x 54" 1 r� iu erR-II Atuth Batts/ lighttic I 00 I i 4'0 Steel Ballard Provide closer auto 1 I I See detail on this sheet V(J Uhl ¶ III �Q V 1�. H 22"Lq GARAGE O W-4" A.F.F. OIL J i ? a Flat Ceiling ® r----------------- , ® jBlock al O MT 0 0 wall in --------- t-- I garage to be ° struck block i G M EGRE SSY I I I I I I I I c.c.u. `� 11-a-01 3'-61, I MODEL: Date Drawn Revisions G3-21-20 GARAGE RIGHT Drawn by: C.C.U. Checked by: D.R.B. 12 3'-4" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY N A/C c I Sheet 2. OF 5 Comm tt 12-101 B .7 I f\U� 1. 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 2,600 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/ 6 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/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 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 IS 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. 6• 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 FOUND,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 #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 6 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. iI. 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 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. 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 upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" 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 S. 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 vert. w/ 30' overlap Fill cell with concrete and 11 (1) #5 bar vert. (t ical). Thicken edge to 8"x8" 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"xC' #10/10 WWM on Io mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings GRADE 4' concrete slab with fibermesh OR b"xg" #10/10 WWM on 6 and Visqueen over <''( clean compacted termite treated fill �y — Grade 124-I — — -111i 14% x 18"d Concrete footing with (2) #5 bars Cont. and #5 transverse bars at 48" o.c. 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 a:. foundation plan � (2) #5 bars cont. bottom steel 1/ DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'- 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. bed into lintels above Top of Tooter 14" below finished floor 3O' OLUMN FOOTING DETAIL Grade 30"x30"xl6" concrete column footing with (4) #5 bars each wag \� �/ PORCH SLAB EDGE DETAIL SCALE 1/21, = 1'-01, #5 bar vert. w/ 30" overlap at each filled cell #5 bar cont. in curb Fill cell with concrete and (l) #5 bar vert. (typical). Max, spacing shall not exceed Curb height 48' unless otherwise noted Wood see foundation plan notes For Yerifg based on Base foundation plan spacing at openings 4" concrete slab with fibermesh OR t 77 6"xV #10/10 WWM on 6 mil Visqueen over :s clean compacted termite treated fill r V .� I11II11I�I��II�I1=I 1 I I I 111 1=1 —11I1—I II I —I I II II II II I— 14"w x IS"d Concrete footing with (2) #5 bars cont. and 45 3' transverse bars at 48" o.c. 14" 9 GARAGE CURB DETAIL SCALE 1/2" = 1'-0' 91 2" x V PT wood secured with 1/2"dia. x 0 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 �TrJ IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. SCALE: 1/4" = 1'-0" POOTING SCHEDULE Mark size Description I 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS © 30" x 30" x le"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY ® 8"W x 8"D THICKEN SLAB EDGE WITH I tt5 BAR CONTINUOUS © t WithCurb With x 18"D at Garag]MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" 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 by 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. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location •7 Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Contractor to proti (i1 roper foundation c for proper steel in zr-o° 12" x 12" Concrete column Opt. PATIO/SLA block filled with concrete and p (2) #1 bars vert. tied Inca I u 1 lintels above rl to 1 jEl 1 103 i i i i i i f T I � I Filled cell under Q girder above I FI p I Rear Porch Slab to I� LU be poured separately 0 from House Slab. L 1 � - I Thicken Footing to I r u 24% x 14"d x 24"L r---- FI �•-- e Rear Patio/Slab to be flush with bottom of sliding door recess. _a Slope I" II-i II-i i l I _i °ll I D' under filled cell under girder bearing. J I FI I I I I I I I I I F- 1 f- II r- I 0 I ull I° I FI I I ° o I 0 0 2 u I 1 A/C o r W vi I I Q # I >/ I O X I I 1 ��-4'p Steel Ballard I- aJ See detail on this sheet I I I 1 4" concrete slab with fibermesh OR 1 14"xV #10/10 WWM on 6 mil Visqueen cver H.B. 1 1 clean compacted termite treated f)OII I ° I FI 1 1 a I i= N II- ° I° I FI 1 1 iv I o Ior O LI CD U U I I W I I I 1 c `t •r F vN �;, O I Recess for I Garage Door— E0 ISE I Fl I I I I I °I Ip s I I la I ion D ) ° - -T-T T-T-T-T- in rl 1 1 1 1 1 1 i-.l n I 4" concrete slab with fibermesh OR / 6"xC 1*10/10 WWM on 6 mil Visqueen over e-clean compacted termite treated fill a D. :�1 30" min. Double Filled Cell Column Corner Steel Lap NTS ntS ,7 Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue Tel M2) 28-7-8258 Fax (112) 281-8283 E-mail: bradenaia®comcast.net Stuart_ FL 34996 #AACOO0032 THE ROYALF. Spanish Lakes St. Lucie County Florida 00 s fJ 0 0 r 2'-g" 9,_0 3,_b„ „ MODEL: Date Drawn Revisions Sheet Comm GARAGE �-27-20 RIGHT Drawn by: � I 12_101 C.C.U. REVIEWED FOR Checked bg: CODE COMPLIANCE D.R.B. tr OF 5 ROCC ROOF 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" CDX PI Wood 4. Use nails or screws based on pressure for rooT stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressu re Zone 1 61, 61, 8d ring shank 45 psf Zone 2 41, 4" 8d ring shank 74 psf Zone 3 411 4" 8d ring shank 84 psf ** Zone 3a 611 L11 #8 wood screw ,112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verify with Plan Concrete / Lintel Provide #5 bars with min. 48 bar Provide #5 bar set in re —cast diameters overla into beam Tie p RCCf= FLAN Scale : 1/2" = I'-C" filled call steel into continuous lintel into beam where length of beam block steel. the opening calls for it. — Overhangs at 1'-0" unless Otherwise noted on this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet Provide Cast -Crete - — Truss sop drawings to be provided by manufacturer SUB-OB/OT precast lintel set in mortar = — Any changes to this plan shall be submitted to the `.T ;� Min. 8" Bearing 12"x 12" Column Block 1 Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment NTS Provide PT Buck attached per jamb letads into filled ci 4" Pre -cast Still 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 Poured Filled Call — 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 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled Cell steel into continuous Tooter steel. I I Concrete Footing footer schedule — for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' blocking to vert. leg of truss with IOd x 1.5 nails at 4' c.c. v Install Simpson MGT into wall using r+ 5/8" dia. threaded rod set min. 12' y/"\ into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8' thick light textured stucco installed per ASTM C 92L over ASTM D type 2 papper backed wire lath nailed to substrate through one Isyer of ASTM D Type 2 felt paper using ed 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 wood' 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 6" 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 Additional Precast Lintel " " " tt5 bars ;n� Lintel Bar Clear A B F't';; ti '1 s � =k':, of C AR Length Length Span Bars Bars 2'-101, 2'-8" 1'-6" 2,43 none 1 "' I 1`•'J 1 1 f'` 1 'L----y 's•---- y I* ---- y 3'-6" 3'-4" 2'-2" 2,43 none 8FB-OB/IT 6PS-13AT 8F8-IB/2T Addtional 4'-O" 3'-0" 2'-8" 2,#3 none #5 bars cLeA �;+. 4'-6" 4'-4" 3'-2" 2 #3 none one Row of "H' ..: lock Above 5'-4" 5'-2" 4'-01, 2 u3 none ,,Precast LintelFr` 5'-10" 5'-S" 4'-6" 2A4 none r 1 Additi6'-6" 6'-4" 5'-4" 2,#4 none onal #5 bar. _y 1'-6" 1'-O" 6'-2" 2,#5 none BFIL-IB/IT 81"I6-I15/2T 8'-4" 1'-10" 1'-0" 2 #5 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 40. 3. standard for remr. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Sim Coat -Greta Specification Rows of "H" Block Above " Bottom Steel Size Top Steel Size Max Graving Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-6" 8F8-015AT 1 85 3069 15L9 1024 L31 Z'_g+ 3'-1' 4'-O' 8F8-OBAT 1 #5 2561 1363 143 L45 4'-5" 5'-10' 8F8-OBAT 1 #5 1105 909 339 L50 W-O' 6'-6" BF8-OBAT 1 #5 1238 835 121 LLO V-8' T-L' 8F8-OBAT 1 #5 1011 121 534 LBO 8'-0' 9'-4" 8F8-I13/2T 1 95 2 #5 152 691 1 512 L90 9'-O" 10'-6" 8F8-8/2T I #5 2 #5 1.43 530 401 L905 9'-0" 10'-L' BF16-I15/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" Il'-4" 8F8-0/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0' ll'-4" 8FI6-IB/2T ONE I #5 2 85 1366 1028 452 L120 12'-0" 13'-4" 8F8-I15/2'r 1 U5 2 #5 411 428 324 L120B 12'-O" 13'-4' BFIL-IB/2T ONE I U5 2 #5 1015 110 324 L140 14'-0" 15'-4' BFIL-I15/2T ONE I #5 2 #5 1250 409 259 LILO IL'-O" n'-4' BF8-113/2'r 1 #5 2 #5 300 1 192 194 L160B IL'-O" n'-4' BFI4-IB/2T I ONE I U5 1 2 1 #5 1 950 1 500 194 - 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. 12 1 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) 10 d x 1 1/2" nails ( 24" o.c.) supporting Max. I8101ba. uplift R-11 b Aluminum Drip � Edge t Fascia Flash and Counter f lash Nail ledger to gable and truss with (2) Iod da at each web Aluminum Drip Edge t Fascia 1/2' thic stucco on 3/8' hi —rib lath 12" attached to horizontal and vertical wood framing with nails or staples to provide 2'" X 6" Sub—FBaGI no law than I-3/4" penetration into horizontal wood framing and 3/4' penetration into vertical wood Prammg members Kagcan full a vent vingl safit installed using 1/8" die shank x IS' long gals. roaring nails with 3/8" dia. head per product approval - we chart sheet #1 5/8" thick light textured stucco on typical concrete 12' x 12' concrete column block construction block filled with concrete and (2) #1 bar* vert. tied Varies - see plan into lintels above #5 bar vert. w/ thicken edge to 8"x8" SO" overlap with concrete and at each filled cell one #5 bar continuous BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Top of factor 14" below finished floor Step per foundation plan uSlope per foundation plan ®T— R-30 Batts •R-II batts ceiling transition ded using metal studs nitrify exact configuration :es Drywall ceding see typical section Ceiling transition Insulation Detall nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each tr as PRE-ENGINEER,E.D WOOD TRUSS e 24"o.c. TYPICAL ( shop drawings by 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 (1) #5 bar coot. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg strips at IL" o.c. with R, ?1-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. no Mortar to be Type "M" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC �401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for J spacing at openings 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill to N x O� m N o a a � L a a7 W o to "O w a— E_ r x � u N 4 II 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 a lti L90B L90B Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) s%portin Max. ETA 20 1810 lbs. uplift L45 q Bi (L o BI B1 N I- L45 B 02 I I I VAOA WAF_ WA A I FAA WA JA ON v N Q� Q1 N � as L LL _a Z a Bj L31 L45 BI 71 Gulf Coast Supply and MFG 5v Crimp Metal roofin FL #11651.12 12 24 ga. 5v crimp metal roofing attached to plywood ack using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max a acing over ASTM D SLOPE 4 laps fastened with corrosion resistant tin caps and th 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 1 o.c. in field. Attach BI deck to trusses using attachment detail on this she "l-1" x 51- 1 r LU J� Il Attic Accessht 1 9 1 I \I z 1 T I III I I I \ as 1 77 O BI I /TR7-A 48" 8' "MAX I 13I Q I ngi I I \ I^ \ BI i L31 LU IL c BI BI � T- o in `r .41 SLOPE BI OB BI L90B N BI w .n ETA 20 Simpson HETA 20 BI hurricane anchor at each truss ( 24" o.c.) supporting Max. I S45 18K110 lbs. uplift BI > LBI 1-2-19 PANEL "A" Pak* BR Load Wee Description circa cec# Description Wire Lead SR Pole* 1 20 1.2 kw #12 Refrigerator I Rene #L 12.0 km 50 2 1 20 1.2 kw #12 Clothas Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 L Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. I a 1 20 - #12 Bathroom Racepts 9 10 Am Condenser #10 5.0 ke 30 2 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 ku #12 Miarceave 13 14 Am Hendl #10 5.0 kw 30 2 I 15 - #N General Lighting IS It. I 15 - #14 General Lighting 11 is WH #10 9.0 kw 25 2 I IS - #I4 General Lighting 19 20 1 IS - #14 General Lighting 21 22 GDO #12 0.81 K 20 I I 15 - #14 General Lighting 23 24 Spare Spare 25 1 24 Spare Spare 21 1 28 Spare Spare 29 1 30 1 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qtii. Watts Total(Watts) General Lighting (3, watts aq. ft.) Small, Appliance, Circlat(s).,,,,, ,,,,,,,,, ,,,,,,,,,,,,,,,, ,Range ...... ......... ......... ......... ................. .Refrigerator.................................................. .Micr.qwave...................................... I.............. Dish .Washer ................................................... . Clothes, ,Washer ............................................... 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 1 1,200 1200 I 5,000 5 000 I 1 4 500 1 4,500 1 810 810 Total Watts 351.15 First 10000 Watts 9100% 1 10,000 10,000 Remainder 25,415 e40% 1 O 10,24L Electric Heat or A/C 10.000 965% 1 10,000 10,000 Calculated Load Watts 30,2414 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed F6 Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Well Mounted Light aterproo ground fault circuit ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cM 1 Carbon Monoxide Detector 412 Flood Light TO Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceding fan ® Television Jack ® Telephone Jack 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 I FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW disc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit A B IC PANEL 200a rated meter can Intersystem banding 2" PVC ( FPL Termination point schedule 80 2" ricid service FPL #2/0 AL SER Cable With #1 Grind 2' PVC Schedule 40 conduit sleeve into attic 200a rated meter can r 2" PVC ( FPL)- schedule 80 2" riaid service PPL A/C^disc. L I ISO AMP MCB PANEL bonding pant GEC B# e #�, PeGr iuu•e GEC Bar(5A' cg�pe`r aura tJ, alvanzied to 8 rJ, alvansied ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: Vent h�rli 143 CFM IOx1Ox1 Opt. PATIO/SLAB PORCH I I I 1 Centerl Registers - on Iceding fan I I I r4REAT i OM DINING ROOM THIRD BEDROOM 84 CFM IOx6x6 12)d2xa B/A r-/I r 215 CFM ICJ 12x6x1 12x12x9 B/A SECOND BEDROOM MEC 143 CFM IOxlOx1 139 CFM IOXIOxl M #3TE12 B ROOM 139 CFM IOXIOxl ra r ICJ 1 12)d2x10 B/A a r I F -T I 1 o ° ITCHEN 12m 1 I 144 CFM 12xLx1 41 CFM 22" x 54" Attic Accen with tight I \-4'0 Steel Ballard See detail on this sheet 150 Amp Panel GARAGE (-----------------1 I I I I I I I 1 I I I I I I I I I I I i I I I I l- ANICAL LAYOUT SCALE: 1/4" = 1'-0" 1. Use copper wire only from panel to devices "21 15, Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wireI 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. I6. 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 system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comp) w/ FBC R111602 the requirements necessary for the equipment to be placed in 9. A(C Refr1 nt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT sleeved ini�c�C ALL A/C Equipment shall comply With energy calculation IT All work shall be done in accordance with the N.E.C. and local condwt. Braden It FA10. Braden 11. All work shall be performed by a licensed electrical shall comply with all codes and ordinances, and shall meet all standard requirements of the local electric utility 24 Dryer Vents to be installed per F.BC RMI502 ,41,4 12. contractor, the completed st� stem shall be fully operative, Contractor for and telephone company. Architects - Planners shall pay all lees, permits, testing, and 41'1 S.E. Coconut Avenue 13. inspections including blower testing where required. All work be coordinated with trades to 18_ The electrical system shall be completely and effective) Tel (�Z2) 28Z-8258 shall other avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. Fax : (112) 281-8283 14. All required insurance shell be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: bradenalaa comca5t.net against the public liability and property damage for the labels where applicable. duration of the work. Stuart. FL 34996 #AAC000032 Vent thru Soffit A#C SEE MANUAL "J" and Energy 1 Calculation I I for Unit info Exhaust Duct Thru Soffit Wire For Front Post Light Opt. PATIO/SLAB ®\ WP GFCI YY7 \ 777\I ^ PORC� t {�L�' 0 / V � I I GREAT ROOM MASTER BEDROOM Smoke / Carbon Manowds Detector Combo I I v I m ---- I LO;SET I` 1 DINING I I GFCI ROOM `-_--_ I ' % G C~ / �GIfCIGFCI ° - c ` 1 i IT -I E�P\ -------^3�2" 3'-2" ,IE4'' THIRD - -® BEDROOM W / c 1 s - 2"h GFCI - 22•- x s4• \ - 1 Attie Aeees 1 \ W ;y 11 with light I �0ptelBhtSdetail oaee/ / 1 Pull chain 1 PO fight In attic 0 1 \ 1 OPTIONAL PANEL Ij Amp LOCATION /PPanal / Smoke /Carbon ` 42"h GFCI FA Manowde De etaator I I 1 GARAGE/ / .� Combo d AHU 11 50 M ®Q Opener (-----------------1 4J Z I I I I I I I I JE'C qND I I BEDRIC0M I I i WP Center Post Light on This corner UJynne Building Corp. THE ROYALS Spanish Lakes St. Lucie County Florida O a0 ? m Post Light with v Photo cell N Exhaust Duct -,T'hro Soffit 0" Exhaust Duct Thru Wall WP GFCI Install owlet 'n under disc. not shown for n clarity U A#/C ELECTRICAL PL,4N SCALE: 114" = 1'-0il FBC 2309.1 Attic Ventinci Calculations Total Attic Space = 248-1 sq. ft. Venting Ratio 1/150 = IL.58 sq. ft. required Provide A Continuous Vented Soffit wo J MODEL: Date Drawn Revisions 3-21-20 GARAGE Drawn by: RIGHT G.C.U. Checked bg: D.R.B. Sheet REVIEWED FOR F - CODE COMPLIANCE ST. LUCIE COUNTY OF 5 Comm # 12-101 B