Loading...
HomeMy WebLinkAboutBuilding PlansW-1" T.D.B. 1 0'-0" Finished Floor 12 4 1 SLOPE oz Gulf Coast 5upply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood neck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced V o.c. at all laps and two staggered rows 12" o_c. in fie deck to trusses using attachment detail on this sheet n i ICI 5/8" thick light textured O stucco on typical concrete block construction 5/8" thick x 8% cut coral finished stucco bands T NATION SCALE: 1/4' - 1'-0' 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 L o.c. at all laps and two staggered rows 12" c.c. in field. Attach deck to trusses using attachment detail on this sheet Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 wood screws with self sealing washer at 12' o.c. max spacing over (type 2) 30 lb felt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced L" o.c. at all laps and two staggered rows 12" oc. in fie deck to trusses using attachment detail on this sheet 12 it i i I SLOPE 1 2" 5/8" thick x 8"w cut O coral finished stucco bands LJ— — 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION AT1ON NC 1, rs - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at +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. , r1 12 SLOPE 14 IL • 8 2" 5/8" thick x 8"w cut 2„ TH. n oral finished stucco bands �5/8" thick light textured stucco on typical concrete block construction — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a . T ELEVATION SCALE: 1/4' - II \ Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4' a 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11L51.12 2L d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo 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 6" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced V o.c. at all laps acid two sta®gered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 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 Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 2, - El r 5/8" thick x 8"w cut coral finished stucco bands = Finished Floor Finish Columns with 5/8" thick light textured 00, IV 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION SCALE: 1/4' - II .qibsnfttal A fti I/2" II cal truss bottom cord drywa ceiling on 2" x 4" top plate ?ml? Q@offmI allies, Igo (,5i�lelug e rv+8®-OF# I2 apprilooa9a ug.O PS _ doors t - x a Pg2 r -� 0 4 26 popla#—i "VW 2 a !i0 ®/—GO 3 f � sf--. , 2„ drywall on r�/ FLif KL14.1 �"s�� � � prr� ���n res �s'rr�rs �.�. �M- � ,O PSF ....� . � 2" x 4" studs at 16" o.c. SSdidc� aeries 1 0 I" now .r.. KS i'M2.2 D� � 4FA 420 Manal"owa l yPe 'iTA" � � ,1 11fQA,/�L Nodd Attachmsa� « ror Cr1U use (2) 1/4' x 2 3/4' tep� n i d,, r admak;s y pLLtt�t 3r CM-18531 Mi Windoz f91i4e gfht I�� 8 1J1J ��LL ��FF i� FL1t �6113.8 wargcov'ruAicals" a ors rf. afICeP c peow j. s" ' 1. 9%-.b '�F • fiLlf IIG$I,Ii ��< i�+, i>�� � 26 z sr N ttwesF aAVIV 6 acr r �- � :a.�txyzxu� � as�®emarxcas p y g ( i fi ietelN Ii off`' Miflt fr E s I' ass t to 1S< " 1= �v...� _ `IrV 24 Gauge hDhai Protection nstall using 1/2" dia. solid set lead anchors with 1/4' dia.-20 x 1.5" ah Storm Panels uc s ion + 45 O "P5r, along the bottom and 13' o.c. at" t the top hA , � <e�IM v.. 4 -9°5p$.aK@. wd it b7 4 be base -board 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L and Visqueen over clean compacted termite treated fill interior Non -Bearing Partition nts Z 5/8" thick x 8% 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 Bolding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Bwldmg Design ia: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height. IIII'—OO• Roof Pitch: 4:12 Internal Pressure ant: tLLU Subjectabihty to damage from: Weathering: Negligible Termites: Veru Heava Width of Roof End Zone: 3'-4' Wind Speed IL5 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+OAWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.4 pat Roof Zone: 2. +20.6/-51.0 psf Rod Zone: 3. +20.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 psf Wall Zone: 5. + .8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3paf Shear Walls Considered for Structure? yes Continuous Load Path Provided? Are Components an Cladding Det� Provided? Yes Minimum Soil Bearing Pressure: , Presumptive: X Bli Test: psi SEE PRODUCT APPROVAL fOR IMPA T PROTECTION FOR OPENING ROOF LIVE LOAD: -3.1— psf ROOF DEAD LOAD: IO pat FLOOR LIVE LOAD:- psf FLOOR DEAD LOAD:JQ_ pat JOB ADDRESS: ® Roof Zone I Walls Zone 4 ED= Root Zone 2 Walls Zone 5 END ZONE Comer Zones ® R oof Zane 3 e a. Braden it Braden AIA, PA Wunng Building Corp. Date Drawn : Revisions : Sheet Comm it Architects 411 - Planners S.E. Coconut Avenue The rand Carlton GARAGE RIGHT 3-2L-20 Drawn by: �� w q 12 — 1 ;. Tel : (112) 28-1-8258 _�.J r Spanish S Lucie Lakes County Florida - Fax : (172) 28s'i-8283 E—mail: bradenaia comcast.net Checked by: D.R.B. �E f ., ,ODE COMPLIANCE 'n Ii OF 5 Stuart FL 994 #AAC0000 2 5 I . LU%ol= %1,OVUIiM i r 0EIOCC [/II1 FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T-S. I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel crash post. Floor steel proceeding With Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab (3/8"t so ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. ` 4. No dissimilar metals to touch. 2 2'/�' S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete."' ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 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 �3/8" 4" 2'i,' 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 handicap accessibility requirements. 12. Lowest finished floor to be set by 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 w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 ll. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x L' P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with cane her, materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attac 18. with F.B.C. R314 - see permit info box of code edition Gtu�(ppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395, C1396 be installed CgLO, C1002, C1041,0111, C1118, C1218, or and shall according to the following: (FBC R102.3.5) Drgwall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizing options for g p of drywall Into spacing Maximum wood framing members load frame Nails screws 2' x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" g with 19/64" head OR 0.098" diameter x 1 1/4' long annular -ringed or 5d coder nail /2 r OR Walla Either IL" 8" IL" 0.080' dia. xx 1 5/e" long with Direction 15/L4" head OR Gypsum board mall 0.086" die. x 15/8" with 9/3Z" head. Calling Perpendicular 24" 1" 12" 13ga 1 5/8' long with 19/44" head 0.098" diameter x 1 3/8' long annular -ringed or id coder nail / 0.092" de. xR 1 1/8" long with Walls Either IL" 8" IL" Direction 1/4" head OR Gypsum board nail 0.0915' die. x 1 1/8" with 19/L4" head. Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/IL" tap -con with 11/2" penetration at L" o.c. max. I rom each corner and 20" o.c. max thereafter at sill per product ai�pr_c 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 C1118 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 accompanyin 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 MPG 5v Crimp Metal roofing FL #11451.12 2L ga. 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 (type 2) 30 lb felt undarlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two etagggerad rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet Simpson HETA 20 or equal �/ hurrica s nchor at egch truss 12 with (la) l'Od x 1 1/2 nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max. 4 1- at 24"o.c. TYPICAL Is101bs uplift �\ (shop drawings bg manufacturer) Aluminum Drip �\R-30 blown fiberglass Edge t Fascia in bottom chord or trusses V-1/20 drgwall with smooth finish 2" x 0 Su [a Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute Kaecan full o vent vimlli a9fit installed precast lintel filled with concrete and (l) #5 using 1/8' de shank x 1.5' long galy. bar cont. for bottom row over openings roo(ng nails with 3/8" die. head per product approval - see chart sheet s1 1/2" drywall over I' x furrin stripa at IL" o.c. with R4.1 F-lood insulation on typical 8" Block walla 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 �D Mortar to be Tgpe M onig proportioned par FBC R401.I and Mortar Jonts shall comply with FBC RL01.2.1. Provide Our-O-Rock at all wet areas (ex showers, tubs etc...) #5 bar vert. w/ 30' overlap Fill cell with concrete and at each filled call (1) #5 bar vert. (typical). Max. sppacing shall not exceed Wood 48. untes otherwise noted see foundation plan notes for ass spacing at openings 4" concrete slab with fibermash OR 4"x6' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated Pill a GradeIH - i - -- - - 14 w x 18 Concre to tooting - with (2) 5 # bars cont. and #5 - - II loll III- III transverse bars at 48 o.c. 14 TYPICAL SECTION Scale : 1/2" = I'-0" to Masonry Beam nods Head fixed door sliding door E I V2„ AREA CALCULATIONS Living A/C = 1446 sq. Front Porch = 141 sq. Rear Porch = 200 sq. Garage = 321 sq. ft. ft. ft. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR MASTER2" I LAV-1 I 2„ LAY-1 1 2" .Z" I WM-I 2' YTRi 2' AAV 2" �r LAUNDRY " s-1 3„ eT-1 „ 2" I KTICFIEN " 2" 3" BATH #2 01( _i yew To septic " � ° o 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above ° Covered Porch Il I" x L" P.T. Buck nailed to O block with case hardened nails i prior to door attachment `o ° .... Masonry Wall Bottom Track gpica ooring Sill Install SGD thru buck into + block with 3/I4" tap -con with Sliding Door D e a I 1 I om each co penetration at L" .' max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%s"x 5'-3 %8" 543"x L314" Single Hung ZONE 4 2. 6'-2%"x V-3 %" 15' x 0 i4" Single Hung ZONE 4 3. '-2" x '-2 1/2' 2T2 38%" single Hung ZONE 4 4. 4'-5ke"x 4'-2%a" 64ia°x 54vo 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction sheet I Door Schedule lark Size Rough Ot)ening Door Description PRESSURE ZONE A 9'-O" X 1'-0" 108' x 84" Overhead Garage Door ZONE 4 B 3'-O' X 6'-8' 41'/,"x 83%," Fiber law Panel - [naming ZONE 4 C 6'-O' X L'-8' '14' x 81 /," 111 lle Sliding Glass Door ZONE 4 D 2'-O" X 6'-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 i2' E X-L' X 6'-8' Solid Core - Wood - L-Panel F go -On X 6'-84 Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x V-8" x 1)4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8' solid Core - Wood - L-Panel 34'-O" 9'-6" I L/ 8'-O" to 9'- " A.F.F. OL Vaulted Ceiling GR AT R OM I I Iw'-ell I I tr N I 8'-0" to 9'-8" A.F. 2" x L" knee -wall Vaulted Ceding I below counter top DINiNG I ROOM I ,� a9as ( �r I Vanitg to be 10, 34 1'3' high High Wall I A� S Lai 0 Flat Coiling SECOND 01 BEDROOM 1�10 EGRESS am 14'-O" EGRESS Elm MASTER BEDROOM " 8'-0" A.F.F. �� a1� m LL Flat Ceding Y® [41 Rod I Shelf L'- 4' L'-O" Vanity to 34,, high - TX m i � SEr I 0 8° I Rod Shelf � I KIITCHEN 1 H O m BAT 41DJ ®a _ �^ VIVO. Flat Ceding - 10' - 51, pper, cabinets to extend over ef. if if MILfJl aD I I "J� I ILJI y = T or Q O ° 12" x 12" cone to a column block Pilled C V E R D p ° ith concrete and (2) #1 bars v rt. tied ORC into lintels above :a in 2" 4'4 Steel Ballard _ :Q detail on this shee 24' x 54- Attic Access Provide auto L _mth Yght 1 closer 150 Tmp Panel GARAGE e'-4" A.F.F. O Flat Ceiling O N r----------------- i Block wall in I garage to be " i struck block i I Vot / I 3'-5" Vent filler 4'-O" A/C ° 41 v- Install windows thru buck into d 2'-L' X L'-se Solid Cora -Wood - I. -Panel - BI-Fold block with 3/I6" tap -con with 11/2" penetration at V o.c. max. Attach buck to block wall with K 7-8" X V-8' Solid Core - Wood - L-Panel - Bi-Fuld from each corner and 20." o.c. max thereafter at MJamba and 20 o.c. max. 1/4" din. Elco cone screws with min. 1 1/4 penetration at 12 c.c. max Exterior face at head and sin per product approval and 4" max from each corner thru of wall Buck to be I" x 4" PT Exterior face 2' x L" PT Buck ALL Exterior doors to withstand pressures stated in permit info Varies of wall box on sheet #1 arena GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru ,Iamb into buck All rough opening dimensions to be verified bg contractor Detall lock with case hardened nails at WlndOWS prior to window attachment ON ALL JAMB, HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION Detail at each hinge and 15' c.c. max and at Door prior to door attachment with manufacturers specs prior to construction NTS NTS Braden Ill Braden AIAe PA Wynne Building Corp. Date Drawn-20 : Revi8101'IS ' Sheet Architects - Planners GARAGE Drawn by: 411 S.E. Coconut Avenue T h r a n d Carlton RIGHT 2, Tel : (112) 281-8258 C.C.U. REV"IEWEU FOR : (112) 281-8283 5ppaniah Lakes Checked by: CODE COMPLIANCE E-mail: bradenaiaecomcast.net St. Lucie County Florida D.R.B. OP 5 Stuart FL 996 #AAC0000 2 SOCC Comm # 12 21 B 0 1 r\UL. I UiIII-/�L IXIII I r__a7: 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/ 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/ 111 10/10 WELDED WIRE MESH REINFORCING ON 4 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. -L GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FouNIDA70N 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 40, MEETING ASTM A-I4, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. Il. 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. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. 1. 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 -IL 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/ 3Fill cell with concrete and 0" overlap (1) #5 bar vert. (t ical). Thicken edge to 8"x8" at each Pilled c yp g 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 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. Max spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48, unless otherwise noted one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over Base we foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR GRADE L"xL" #10/10 WWM on Land Visqueen over clean compacted termite treated fill — _ Grade ;a 7 `111 14"w x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR VxV 1$10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar coat. Step per „ .., foundation plan „ 1 1 11 1,3"'(2) #5 bars Cont. bottom steel ( DETAIL AT GARAGE STEPDOWN 12' x 12' concrete column block filled with concrete and (2) #9 bars vert. tied into lintel* above Top of tooter It. below finished floor SCALE 1/2" = 1'-0" PORCH SLAB EDGE DETAIL #5 bar cost. in curb Curb height Verify based on foundation plan Grade GARA E t<l Contractor to provide proper foundation chairs For proper steel installation 30" min. SCALE 1/2" = 1'-0" F -I #5 bar vert. w/ 30" overlap Corner Steel Lap at each filled cell ntS Fill cell with concrete and (1) #5 bar vert. (typical). Filled Cell Masonry Column With One Max apacing shall not exceed 45 FFooting TO Tie Beam Wood 48. unless otherwise noted From g we foundation plan notes for Conc. Fill To Be 3000 PSI Base spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR 4"xL" WWM L mil Visqueen over O cleanan compacted to termite treated fill !I1 Ili;; III Single Filled Cell Column ! II (III !ill,III�- g _ NTS 1401111 x I8"d Concrete footing bars cont. and #5 transverse bars at 48" o.c. 4N CURB DETAIL TO _Ill I!!I II - _ ii i, i, 30 x30 xl6 concrete column footin with (4) 2" x L" PT wood secured with g 1/2"dia. x L" expansion anchors .. i.. 11 #5 bars each Waif with 2" sq. washer at 18" o.c. overhead door track secured to wood 30 jamb per manufacturer's product approval Clara a Door Jamb Detail DOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS SCALE I/2" = I'-O" IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT uw^- w net ee / w , Fneev 1-.. v w ... ,r . —1. I,.yr.. .. . ,i— a Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location ouble Filled Cell Column NTS Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net I o PA I IV/61-A5 r- L I ® �_ J® O1 — —-== — — — — FI — — 1 ° I Filled cell under " I� girder above Oi I Fl I ° I 4 I Rear Patio/Slab ® ZL_.o be poured separate L , I from the house slab. I ® ° N Thicken footing to a ° I 24"wunder filled cell FI I Loll!] ° 101U. I under girder bearing. r----------- -t — ---J I Rear Patio/Slab to be Plush with bottom of sliding door recess. _a I Slope 1/2" I -a I { I �I 0 32'-8" ° I I 01 4" concrete slab with fibermesh OR 4"x4" 410/I WWM on 4 mil Visqueen over ° I clean co patted termite treated fill I I FI I °I I i° i _a ° I i I _-___114-1 r-a I HH - 4'40 Steel Ballard l 0 filled w/ Concrete m Q��I I I E a aqi I �?N I I =EE I ---J I (y 3� 1 °111-11 ol q -a I (1_ 3 q o I °I v E �O o oN U oL----_-__- I� Uor I 0 ° - I I I I I I- ° to I Q °I X I in r I- _� r ®_ ' -------a I — — — — — — — -- OD 00 1.5" Recess for F, C Qarage Door qz" b'-2" x 12" concrete column block filled with concrete and (2) #9 bars vert. tied into lintels above Wunne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida 4'-01, A/C O �r FOOTING SCHEDULE sire D ten 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS JMar*k 128W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS O14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions GARAGE 3-24-20 a r l t on RIGHT Drawn C.C.u. Checked bg: D.R.B. Sheet Comm # REVIEWED FOR 3 , 12 - 21 CODE COMPLIANC ST. LUCIE COUNTY OF 5 R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws baited on lessy re for roof stated in permit info box on !;es e pI'ans For zone 3 Keu Area Ede Field Fastener Pressure Zone I 8d ring shank 45 psf Zone 2 4 8d ring shank 16 par Zone 3 4 fo 4118d ring shank 84 psf ** Zone 3a to 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on res ure for roof stated in permit Info box on these pl�ne ?or zone 3 Concrete / Lintel Column Verify with Plan _ tl�--�II 12"x 12" Ir Column Block Rebar Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 81,18-013/0T precast lintel set in mortar Min. 8' Bearing Provide #5 bar set in pre -cost lintel into beam where length of the opening calls for it. I' 1 • 1� I,I jProvide PT Buck r ll i I. '1 attached per jamb °tads into filled cal l I l 4' Pro-cast Sill i 1 it I. I I .i I Ili I I+ I.Tl - I 7 .. I I:I I Poured Filled Coll Provide #5 bars with min. 48 bar �dlameters overlap in filled call. Tie filled cell steel into continuous tooter steel. Concrete Footing Fri',- (see tooter schedule for exact ozea) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nal 2' x 4' bloclun.g to verb. leg of tra ce with IOd x 1.5 nails at 4' o c. I I Install dorm thre deon ed rod set Ialino 12' \ into wet beam and (22) IOd no into truce TRUSS BLOCKING DETAIL to L. I n t e l Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT R-II batts Rebar 48 Bar Dia. Min. Overlap Additional recast Lintel #6 bars :"7 *•' 'S�� CLEAR ,s• 81113B-05AT 8F8-115AT Bf8-lb/1T B}'16-Ib/IT Slal D/1T NOTE5: I. min. coverage of steel-1.5" 2. min. bearing required a ea. end-8" 3. standard for remr, steel=ASTM A415 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) NTS I/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 ed Walla Substrate to be 19/32" CDX Plywood nailed at 6 o.c. in field and edges with IOd ring shank nails into studs. Giplf Coaat Supply and MFG 5v Cnmp Metal roofing FL #IIL51.12 24 ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" IN acrews with self sealing washer at 12" o.c. max a acing over ASTM D (type 2) 30 Ib felt underlaymeni installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1,25" ring shank nails spaced L o.c. at all lapis and two staggered rows 12 o.c. In held. Attach deck to trusaaa using a tachment dotal on this sheet Lintel -ength Bar Length Clear Span "A" Bars 2'-10" 2'-8" 1'-6" 2 #3 3'-6" 3'-4" 2'-2" 2,43 4'-0" 3'-10" 2'-8" 2,#3 4'-4" 3'-2" 2#3 5'-4" 5'-2" 4'-0" 2 #3 5'-10" 5'-8" 4'-6" 2,44 6'-6" 6'-41, 5'-4" 2,1$4 1'-6" T-0" L'-2" 2,u5 8'-4" T-10" T-O" 2,#5 ALL reinforcing steel is grade LO "B" Bars none none none none none none none none none LINTEL SCHEDULE Mark W Dow U LSainieeI SCest-hcaIoen Rows of •}a• Block Above betLam Steel Bnwi T S 8�)L) OL ems= MOL upift Max Lateral L ) L22 2'-2' 1 V-6' BPB-ODAT I 86 301A 1561 1024 L31 21-s9s '-Pe-OB/IT 4O' e I es 2KI 1393 US L45 4'-6' s'-KY BPB-ONAT I as 1105 111110141 3$1 LBO S.-O. c-0 BPB-OBAT 1 85 123E an 121 L&O L'-B' 11-L' BPS-Ob/IT 1 es ion 121 934 LBO V-C' T-4' 8108-I15/1T 1 86 2 86 1 152 sill 512 I" 1'-0' W-L" BPB-I5/2T I aS 2 85 643 530 401 LWD 1'-0' 10'-4' BPI&-s3/27 ONE 1 #5 2 s5 1633 no 401 1.I00 KY-00 II'-4' BPB-IB/1T I Ii6 1 66 601 414 462 L1005 IM-0' II'-4' BPI&-6/2T ONE I its 2 e6 15" 1028 02 L120 121-O' W-4' OPS-I8/2T I as 2 86 411 428 324 11.3208 17-O' IV-4' BPI&-0/2T ONE I as 2 as 1015 110 $24 LMO )4'-O' I is.-4" BPI& -ill ONE I 1 a6 1 1 1 e6 1 1250 1 io1 WI LILo w-ow I i1'-4' era-8S/2T I 186 2 as Soo M2 114 LW8 I W-O" 1 11'-4' 1 BPI&-6/2T ONE I 1 as 2 es SO 600 1 M4 - 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 true meth (10) IOd x 11/2" nails — ( 24" o.c.) supporting Max. Tall upldt Aluminum Drip _ Edge t Fascia 12" 2" x L" Kaycan full o vent viral soffit installed using 1/8' dia shank x 1.5' long galv. solinngg nails with 3/8" dia. head per praduel. approval - sae chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars wort. tred--- into lintel* above thicken edge to 8"x8' with concrete and one tt5 bar continuousBEYOND Top of rooter IL" below finished floor I� 4 5/8, Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) 10d I at each web �` to -rib loth vertical am to srov la 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. Step per foundation plan ills et Slope per foundation plan m Trusses at 24" o.c. see shop drawings by others Batts -11 batts "Frame sailing transition as needed using metal etude field verify exact configuration and aces Drywall ceiling see typical section Calling transition Insulation Detail nts a W N Q H W a � X 4 L O�� CY to � L r a13 a = s a u to a7 p 0 00 1 Brace Gable and 9 N with 2" x 4' SYP #2 Stt back nailed to bottom s of top chords using (2) IOd nails at each trues PRE-ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings bg 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 cant. 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 furring strips at IL" o.c. with R4.1 Fli-foil -insulation on t pical 8" Block walls Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ! 24" o.c.) SU Ortln Max. Pp g Into (22) beam either wet act or in IOd nails into trues. Add epoxy with blocking to 1810 lbs. uplift META 20 1 truss leg per detail on this sheet ew :Mill 7!/m I M In ■ MANNJ &VAN �II PA FIN �Il a a � X 4 s0 r Oq N m I-10�� 11 d 2 0 '" a 00 CC4 cnW�� uN Q 1- LU Brace Gable end with 2" x 4" SYP #2 min. —art back nailed to bottom of top chords using (2) IOd nails at each truss All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. ETA 20 ao Mortar to be Type 'M" onigg proportioned er FBC RLOI.I and Mortar joints shall coinply with FBC fii601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...w. Fill cell with concrete and %� ppace g sh (typical). M FLAN � 4a". unlesanotherwall ise noted exceednot ®O Wood see foundation plan notes far — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings — ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR VxV $10/10 WWM an L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY - MANUFACTURER TRUSS -= - — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Ical SeCtIOn at I=rOY1t FOi"CI1 — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE " _ '_ " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden It Braden AIA, PA Wynne Building Corp. Da3 Drawn-20 : Revisions : Sheet Architects — Planners 41Z S.E. Coconut Avenue T r a n d Carlton GARAGE RIGHT Drawn by:4 Tel : (1'12) 281-8258 C.C.U. REVIEWED FOR ' Fax : (112) 281-8283 5psink h Lakes Checked bg: ;ODE COMPLIANCE E-mail: br91. scomcast.net St. Lucie County Florida D,R.B. qT. LUCIE COUNTY I OF 5 Stuart_ FL 3499L #AAC000032 Comm >x 12-21 1-2-19 PANEL "A" Poles OR I Load Wed Description arcs arcs Description Wlra Load BR Pdeo 1 20 1.2 its 812 Refrigerator I R a eL 12.0 ks 50 2 1 20 1.2 ka a12 Cloth" Washer 3 1 20 1.9 ks $12 Kitchen S.A.C. 5 6 Dr &10 6.0 Its 30 2 1 20 1.5 ks 812 Kitchen S.A.C. 1 a 1 20 a12 Bathroom Recepts 9 10 Air Can sor $10 9.0 Its 30 2 - 1 20 1.2 km a12 Dishwasher 11 11 1 20 L2 km a12 Microwave 13 14 Air Hatridatr $10 6.0 Its 30 2 1 15 - $14 General Lighting 15 16 1 16 - $14 General Lighting 11 18 WH s10 6.0 Its 26 2 1 16 - $14 General Lightag 19 20 1 15 - e14 Garieral Lishting 21 22 GDo 812 0.81 KW 20 I I 15 - 8l4 General 1-to" 23 24 Spare Spare 25 26 1 Spare Sporo 21 28 Spare Spars 29 3o Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General„Lighting„(3, wine..s„sg.,Pt.),,,,,,,,,,,,,,,,,,,,,,,,, Rangq...... ......... ......... ......... ................ RaPrigerotor.................................................. Micrauave..................................................... Dish Washer .............I.................................................. . C1Qho8..W.gd14r............................................... .Clothe+s..Prg®r................................................ Water, Heater Garage, Dom ,Opener,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, I135 3 5,205 2 ISOO 3,000 1 12.000 12.000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1.200 1.200 1 5.000 1 5,000 1 4,600 4,500 1 810 810 Total Watts 35,L15 First 10000 Watts 9100% 1 10.000 10,000 Remainder 25,N5 940% 1 O IOA46 Electric Heat or A/C 10.000 OL5% 1 10.000 10,000 Calculated Load Watts 30,24L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 150 Amps r Electrical SL,mbol Legend S Single Pole Switch ® Recessed Can Light .r7y Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Cr Exhaust Fan sse Duplex Outlet Calling Mounted Light Spacial Receptacle ♦ Wall Mounted Light wowprod growj fault craft Light with Pull Chan (attic) Flow Di41ex Outlet © Computer Connection Jeep ® Carbon Monoxide Detector 4t? Flood Light Thermostat Electrical Panel m ® Central Vac 8 Electrical Mortar ® Smoke Detector Caning Pan ® Television Jack = Telephone Jack p DISC A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® ® Speaker Nook -Up 8 = JUNCTION BOX TO SUPPORT A PAN ® as THERMOSTAT LOCATION B/A = BALANCED AIR H.B. Vent _thru_ PJ' offit -_ ' 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. Gable (3) #1 THHN Copper With#1 GrndER 2" PVC Schedule 40 conduit ISO 2" PVC Schedule 40 conduit sleeve AMP Into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can n meter can n 2" PVC schedule w^tr%r'w 2" no rods ELECTRICAL RISER bonding pant 2" PVC schedule 2" rig bonding Pont PATIO/SLAB I I CAR AT R OM I I I IL9 CFMCenter Registers IOxdOx I on telling fan IL9 X"ox1ox7 1211 DINING ROOM NA4 232 CFM 12xdxl I I I I IL' I I I I 1 L JLe SECOND BEDROOM 1 12x l2x9 B/A /-+ COVERED PORCH IL3 CFM IOxd" MASTER BEDROOM 11.3 CFM IOxdoxL a'� ------ --- i" IZ B/ LOSET ,I- I I 1134 COM "___7 BAT I -.- - - vY �av ,hovered Porch'-, MASTER ' BEDROOM I � l � d / WP GFCI / �y I / G R AT Smoke / Carbon - - R0 M Monoxide Detector e Combo ~ . 1 C) I M I GFCI I I +tLPSETII II I GFC *� *� L - DINING� I I GFor ---TROOM 7! ant-thr-v- AI / � FCI GFCI Soffit \ 50 4 1 Pam N TI KITCHEN I\ C Hines C.M. Detector N oR M !3r FBC 3 -2 3 -2 24 \ H.B. O I F r\ (9I Exhaust Duct v - G Thru Soffit -----i ro h GFCI A/C w> - T1- enter FX:5- A e2- x5- Atto Access th Nth billit Oli- �COND J LhdEDR®® � 1 � Optional PIA� 1510 Amp 150 Amp Meter / y ® penal location 1 / Panel Panel // Pull chain / / J light in attic GARAGE ® / � -Or42"h GFCI i B AGARAGE ✓ Garage -a Door 14 1 ` r-- Opener- - , r----------------- i Wire For y ` I -------I Front Post I I Light WP GFCI \ t!QY EKED / ! P0RCI t n MEC�IAVCAL LAYOUT - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which SCALE: 1 /ddn -I = 1i - On 1 I ground rods ALTERNATE SERVICE ELECT. RISER shall be verified prior to construction shall be verified prior to construction - Venfg AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: 1. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a less than two from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon of period of not gears 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 verifg location of electrical gear from closing sale or house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plane 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of ang or as selected bg others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that mall have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plane to show every minor detail 22. All racewage and pipes placed in or through ang concrete 1. Tamper resistant AFCI receptacles are required in or construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters or the ALL rooms. all items for a complete electrical agstem and provide all largest conduit or pipe from ang other service. 8. A/C Return Air Balance Must comp)gg w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. A(C Refrng�i� ! 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 in I1. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energg calculation &hall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 contractor, the coin I¢¢ted system shall be Pull operative. For and telephone company. 12. Contractor shall pag all Yees, permits, testinand 13. inspections including blower testing where required. All be trades to 18. The electrical sgstem shall be completelg and effectiveI 11 B work shall coordinated with other avoid grounded as required by the latest edition or the N.E.C. interference with the progreas or construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public habditg and property damage for the labels where applicable. Braden t Braden AIA, PA Architects - Planners 'Ili S.E. Coconut Avenue Tel : (112) 281-8258 Pax : (112) 281-8283 E-mail: bradenaiascomcast.net ELECTRICAL PLAN 096�Post Light with I Photo cell L'-3" W(anne Building Corp. The Grand Carlton Spanish Lakes S{. Lucie County Florida N iY Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install disc. N under disc. Q not shown For clarity Q A//C eter SCALE: 1/4" = I'-011 Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revision& G3-24-20 GARAGE RIGHT Drawn by: C.C.U. Checked bg: D.R.B. Sheet Comm # E -1 12-21 B OF 5