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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L a. 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 underlagment installed with min. 4 side laps and f." enc laps fastened with corrosion resistant tin caps and with 1. " ring shank nail: spaced L" o.c. at all laps and two staggered rows 12' o.c. field. Attac deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete 12 block construction SLOPE 14 o 3 , u COVERED I O PORCH 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands l x VATION SCALE: 1l4" se I'-O" Gulf Coast Supply and MFG 5v Crimp Metal rooting FL #11151.12 2L d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wooscrews with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L' o.c. staggered rows 12" o.c. in field. Attach deck to trussesat all laps and two using attachment detail on this sheet 12 4 SLOPE - " EA IN PE DRESS GRE$S Oil, 0'-0" = Finished r"l { . - ®--- 0000000000091, ;��w:... .: r. . s.3�,s� -- m -;;. ";-a'. ,,,, e . ?;,-•'.. r•'i ram, 5/8" thick light textured stucco on typical concrete block construction LEFT %.:, VAT10N ALE: 1/4' - 1'-0' Product Approval Submittal Affid Openfw8 8ohedttle Swing Doors. Overhead Doors. Midi" i Doors. Window ai SkyUghtr Opensng NOAM product Model Mainutaoturer (class Attachment method TYPS1.2,3 FL# 239.3 Single Hung SH-100 PGT 8/IL' spaced10per°p�°o�°ct approval. /Caninacctro°L's°�'ieltoedhsre to t4 Impact min. edge distances specified in Product approval A i6-0330.02 Overhead Garage Door Model 824/811 i'-ON width DAB sf�C"ye" s "c,,ri iH ei..w Tuie.me m"' �i. OW W " e� .ems t W+r B FL# 14614.1 Fiberglass D°1esign poi Jeld-Wen Elco 1/4' dinan uth min 1.25' embedment at 3' max from corners and .5' o.c. max thereafter in head and jambs. Sliding Glass Series 110 1" non I/4' Its. tapcon■ u/ an. I / • penetrati2 to C FL# 251.5 Door SGD PGT Type "GSA" sum.. 2 Iace Y22' edge 6stances°sp�Piedrin Produclt�roval° Product NUMM Model # Manufacturer Attachment Method yulliC� Install per fastener type and spa s shown in Table IA and IB FLU 241.1 I' x 2 3/4' x .313' PGT m product approval on sheet 5 orr 2. ROOT FL# 11151.12 5V Cm nRop Gulf Coast Supply 21 aa. 5v arm pp metal roofing attached to plywood deck uwng $9 x 1.5" wood writeswriteswith self sealing washer at 12' o.c. max ,peeing over ASTM D Metal oPing and manufacturing (tgpe 2) 30 lb felt underlagment installed with mn 4 mile laps and L end laps fastened with eorrowon resistant tin ansi and nth 1.25' ring ,hank pads sppaced L o.c. at all �s and tao st gered rows 12' o.e. m held. Atteeh deck to trusses using attachment detail on rod plan Gulf Coast Supply and MFG Sy Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal rooting attached to plywood deck using #9 x 1.5" wooei screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 Ib Pelt 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 L o.c. at all la s and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet stucco on tgplcal concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATiON SCALE: 1/4' se 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11431.12 24 ga. 5v crimp metal roofing attached to plywood -deck using #9 x 1.5" wood screws with sell sealing washer at 12" c.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 ide laps and L" end laps fastened with corrosion resistant tin caps and with �.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 dates on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through \ one lager of 15 lb felt using Substrate to be l9/32" CDX Plynwood naileedd at et L" o.c. in field and edges with iOd ring shank galvanized nails into truss webbing. 8'-I" BEARIN I ®®®®" o❑ ®®®® HID 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord Mt1o. Design P. ure Date of Approved Tests + 80.0 PSF 10-9-21 + 50.0/-40.0 pat I/2" drywall on ± 50.0 PSF 2" x 4" studs at 14" o.c. + 11.0.0 PSF MM" mtkm Design Pressure a, of Approved Tests ± 58.0 PSF base -board 2" x 4" P.T. bottom plate - 108.5 PSF _:_..,.-. rr n f>rn !%:..".:i7s..:Y;; C;;y,:.k .. Y:r:f]i:F•,rf 'r_ l' Siding Stucco on Block Model T4 12" vented install using 2" x 2' battens at 6" c.c. screwed to so"it framing using Soffit FL# 12198.3 Vinyl T4 1 Kaycan #8 x 3' wood screws at each truss. Install soffit to battens using +55.0/-35.0 PSF Sof0-12' dia, x 1.5' long ring shank nails with A/8" dia, head, Hurrican Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of record04 ) \ 4" concrete slab with tebermesh OR L"xL' #10/10 WWM on L and Visqueen over clean compacted termite treated fell Interior Non-Bearinq Partition nts SCALE: 1/4' se 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 Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building[ Design is: Enclosed Risk Category II Wind Velocrtg: IL5 mph ultimate Mean Roof Height: a Roof Pitch: 4:I2 Internal Pressure Coefficient. t 0-le Sub,lectabilitg to damage from: Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone: 3'-4■ Wind Speed: IL5 mph ultimate t2d Exposure Classification: C 1.21 x O.L = 0.12i justment lector or Exposure Height: ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.LDL+O.1,WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat Rod one: 2. +20.L/-51.0 Oaf Rod one. 3. +20.`/-84.0 pal Components t Cladding Wall End Zone Width: Milano. Components t Cladding Wind Pressure (NET) wl Zone. 4.+35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pa1 Shear Walls Considered for Structure? Yes Continuous Load Path Provided? YYeeaa Are Components an Cladding Darr1T Provided? Yes Minimum Sal Bearing Pressure: W. Presumptive: X B Test: psi S E ROD IC'T APPROVAL- FOR -IMA T P O E TION F R O E IN ROOF LIVE LOAD: 31._ pat ROOF DEAD LOAD. 10 pat FLOOR LIVE LOAD: Ji- put FLOOR DEAD LOAD: 10 pal JOB ADDRESS: U`' Roof Zone I ® Walls Zone 4 tl Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 ST. L CIE COUNT p�c n(5 f��-+ \I FLOOR I L A 1 `l 4" CRASH F O S T DETAIL. Recess top plate L"w x 3/8"d for steel suppai angle 1e detail on this sheet Counter top - verify type with contractor TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. 2. 3. 4 Contractor to verify ALL notes and dimensions prior to proceeding With Work. Contractor to STRICTLY enforce ALL OSHA Requirements. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. No dissimilar metals to touch 3C high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" ex anslon bolts Into slag (3/8"t so ksi steel plate) ` Steel countertop support angle install 6' from each end and one in center of counter, see angle detail v2' drywall Base cabinet " a It"SOeood .tudw 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to b�2 'A" 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 " =3/e" O 2�" of trusses With screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 2� 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 0 O 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. II. 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 �I „ surveyor to set in field. �2" 13. Separation between residence and garage shall be per FBC R302.6 L" 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater S. Wall and Ceding shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation 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 8. Gypsum board material shall conform to ASTM CU. C19 C415, C514, C630, C931 C°f60, C1002, C1041,0111, C1118, C1218 C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5� Dr call Thickness Location Orientation Framing Member Max spacing of fast ner Ned airing options for installation of drywall into Aacing siaamNods wood framing members Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12' 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 114' long i2 annular -ringed or 5d coder nail OR 0.080' dia. xx 1 5/8" long with Walls Either I6' 8" IL' Direction 15/64' headR Gµpsum board nail 0.080 die. x 1 5/8" with 9/32' heed. Ceiling Perpendicular 24" �• 12" 13ga 1 5/8" long with 19/L4" head 0.098' diameter x 1 3/8" long annular -ringed or 6d coder nail 0.092' dia. xR 1 1/8' long with Walls Either IL' g• IL' Direction 1/4" head OR Gypsum board nail 0.0115' dia. x 11/8" with 19/64' head. 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 accompanywing smoke developed index not to exceed 450 when tested in accorASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11491.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment 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 2' x e" PT wood plate KITCHEN ISLAND FRAMING DETAIL i' i2 `^\ MASTER s L "\ 1 I2• \ BATH 3. \ I, s wn i I LAv1 \ i �,3' 2+ LAUNDRY i 1 2`1 I I 1 v-1 �• J 3" eNraa 2 Window Schedule Mark Size Rowh Open. Window Description PRESSURE ZONE 1. 4'-5Ye"x 4'-L Va" 5431t'x Ws' Single Hung ZONE 4 2. C-2 ke"x 5'-3 %" 15' x 63 %' Seigle Hung ZONE 4 3. 2'-2' x 3'-2%2" 21%2"x 385e" Single Hung ZONE 4 4. 3'-I' x 5'-3 %a" 38' x 631/4" 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction on sheet 1 f Door Schedule Mark Size Rough Opening Door Descrl tion PRESSURE ZONE A 9'-0' X 1'-0' 108' x 84' Overhead Garage Door ZONE 4 B 3'-0' X V-8' 41'A" x SSN' Pdwerglass Panel - lissiming ZONE 4 C W-O' X V-8' 14' x 81 %2" lif long 8Ybng Gifts Door ZONE 4 D 2'-0' X 6'-So Solid Care - Wood - 6-Panel -Bi-told Pinnited 24" x 81 is' E 2'-0 X V-8' Solid Care - Wood - 6-Penal P 5'-0' X 6'-8' Solid Core - Wood - 6-Panel - St -Fold G 2'-8' x V-8" x 1 N" Solid Core Wood" Steel, or Maeorwte Door H 2'-8' X L'-8` Solid Core - Wood - 6-Panel J X-L' X V-8' Solid Care - Wood - 6-Panel - BrPol1 ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET #1 Simpson HETA 20 or equal hurricane anchor at seed truss 12 Masonry Beam amth (10) is x 11/2' nags PRE-ENGINEERED TRUSSES I" x 6" P.T. Buck nailed to ( 24" o.c.) auppporting Max 4 F at 24"o.c. TYPICAL block with cede hardened nails 18101ba. uplift (shop drawings bg manufacturer) prior to door attachment Aluminum Drip -�� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2' drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block Pilled with concrete and (1) #5 bar cunt. in each row. Substitute Kagcon full o vent vingl soffit installed precast lintel Pilled with concrete and (1) #5 using 1/8' dia shank x 1.5' long goly. bar cunt. for bottom row over openings roo�ng nails with 3/8" din. head per product approval -see chart sheet #1 1/2" drywall over I' x Purringg strips A IL" o.c. with R4.1 Pi -Poll _ insulation on typical 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 Mortar to be Type °M' oily proportioned per FBC RLOTI and Mortar Jonta shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) #5 bar Vert. w/ 30' overlap Fill cell with concrete and at each Pilled cell (l) #5 bar Vert. (typical). ax spacing shall not exceed Wood 48' unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6'xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated Pill Grade 4 • IIII 1 IIII Illlllllll ll III I' ii�l =III � II IIII Ili - ICI 14" x 14" Concrete roofing with (2) #5 bars Cont. and #5 transverse bars at 48' o.c. TYPICAL SECTION Scale : 1/2" = 1'-O" KITCHEN r A{V 4 12+ 1 N 11 i. i. BATH $2 SANITARY RISER rite Attach buck to block mall with 1/4' dia. Elco cone screws with min. I 1/4' penetration at 12' a c. sex and 4' max from each caner thru face 2` x L" PT Buck d tl 14 7C3E elm a8 Wood across tiro jamb into buck Detail at Door p; each doge and hmIS* nt m.x and a W dam attachment NTS T INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Q F Install windows thru buck into block with 3/I6' tap -can with 1 1/2' penetration at 6" me. max from each comar and 20.' &a. wax thereafter at jambs and 20" lax. max Extend face at head and sit er product approval or mall 5uok to be r x 4' PT / _::I 7C 3 Y---- I'x4' P.T. Buck nailed to Detail lock with came hardened nags a t Windows prior to mrndaiu attachment NTS 12" Verify attachment hole location with GC Install SGD thru buck into prior to fabrication / block with 3/I6" tap -con with 3/8" thick x. 6„ penetration at L" o.c. masteel bracket /from each corner and 20." o.c. max thereafter at head per product approval 3" Use 3/I6" tap -con with COUNTER TOP BRACKET DETAIL 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 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door r Masonry Wall L; 11/2-T Bottom Track Tgpical Flooring Sill Install SGD thru buck into Sliding Door block with 3/I6" tap -con with Detail 1 1/2" penetration at L" o.c, max. from each corner and 20.' o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiascomcast.net Qt„wia.+ 1=1 '2AQQL it AA/"'nnnnZ^l H.B. Is'-3" 8'-IOY2" All. 8'-I0Y2" 1 1 EGRESS �12" x 12" Concrete column � block filled with concrete and 13'-II" p (2) #1 bars wart. tied Into p I lintels above Filled cell under r girder above PORCH WIRE LATH t STUCCO CEILING MASTER BEDROOM 8'-0" A.F.F. Flat Ceiling be iIO Rod t Shelr `T - - - - T -, I �LOS T I �_1101 DRYER A674ER LAUNDRY 0 I I I I 8'-0" to 9'-B" A.F.F. IV Vaulted Ceding 19'-5" GREAT' I I I I I I ROOM 1 s U" cry � in a Nb a / 8'-O" to 9'-8" r Vaulted Co � I DINING yfigh be I I I ROOM T counter tope t. 13/8' thick steel r overhang wall 1" ^^ I counter top suppi SECOND q BEDROOM 8'-0" A.F.F. ©® Flat Ceding r r v- i Z! TRYM r Jil8'-O' A.F.F. o) IV Flat Ceiling �r= 12'-8" in `R-11 aster Ireia4m Provide auto 150 Amp closer Panel -- O I I I GOLF CART' GARAGE 13 O I I 9'-0. Wynne Building Corp. THE WINDSOR S anish Lakes S . Lucie County Florida tope to a wall 1.5" Ild "I" high wall i DW a a I I I " KITCHEN I to 9'-8" A.F.F., 1 l Vr�Vault d Ceding m O Upper cabinets to - extend over Ref. I{" nON- Rll. NON-V NT 38" CLIAR I I OPENING L J � m - - �r -- 21 Provide R-n batp I w"m V O W.H. auo t closer 4"m Steel Ballard ® Sea detail on this sheet F�# ul I - - - f 22'I xAaeess rill' 1 1 IQI .ek�_J L- _-� -- Jl1b8'-O" .F.F Flat Ceiling ,4 R,4 C� q4' OfC Block wall in O ° MT ° /garage to be/ 2'-8" ° / struck block r+ ' EMERGENCY EGRESS r------------- I ---1 I � I I I I I I I I iD I I I I I I I I I i H.B. O N ° I 1 ---- 9F ° ° ° ° ® iiir. �iEVVED FOR Z'-8" 6'-4" 2'-8" 9'-O" 2' 8'. :ODE COMPLIANCE ST_ ! UCIE COUNTY Square Footage Breakdown Total A/C Space = 1r15� sq. ft. Covered Porch Total = 27 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = I41024 Under Roof Total = 2,484 sq. Pt. Date Drawn Revisions Sheet Comm # REAR 3-28-18 5-23-18 Garage floor slope and smoke detector revision PORCH Drawn by: 2 15-15g8 RiGHT C.C.U. Checked bg: impact 0.R.B B. OF 5 .7 1 I�UL. I Ur�f-1kL IXL/ I F__.J: 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/ 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 FOUNDATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t 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 1400 PSI 15. 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. 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 '1:8" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from ie'-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 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-307 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/ Thicken edge to 8"x8" SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark am Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 146D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY e"W x e"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS -CURS a O'-O" L 12"W X 180D IMONOLITHIc FOOTING - V STEP DETAIL ON THIS SHEET 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each Pilled ceR ECT10N5 one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over \ clean combatted termite treated fill 4" concrete slab with fibermesh OR L"xG" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I lzrs- 14"w x 14"d concrete monolithic rooting with (2) #5 bars cant. 14" TYPICAL FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6 xb #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill fi #5 bar cont. `r v- 10° (2) #5 bars cost. bottom steel r1CTAII A-r itit e" AOArI-- QTC flr'1 /11I IAl 12' x 12' concrete column block filled with concrete and (2) #9 bars vert. tied into hntela above Top oP footer IL" below Finished floor - SCALE 1/2" = 1'-0 " Verify house slab height in field v-- #5 bar vert. w/ 30' overlap at each filled cell b s not curb height based on gar. floor slope. #5 bar in curb \ x.. (III- II�i 30"x30"A4" concrete 41_L__�column footing with (4) #5 bars each way SCALE 1/2" = 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. 0 M _I 15'-3" o'-c 12" x 12" concrete column block filled 'with concrete and (2) #i bars vert. tied Into lintela above \ 8'-10 y2" I� 0 !Jl I I IL]IL21I I I I I I I I o 0 FI I Filled cell under 24" r girder abov A I I� J Rear Porch Slab to r be poured separately ll! I rl ° from House Slab. O N Thicken footing to ° I 24"w x 14"d x 24"L I 1 under filled call ° ra elUOIm I under girder bearing. I ° ° „ ° ° ° �U I L— a ______ n m I 12 FI '�` Rear Patio/Slab to FI 1 be flush with bottom of ° I sliding door recess. Slope I" I ` I II I It 1 II F- I I I. I ° I 4" concrete slab with fibermesh OR I ' H.B. I 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill —i ORYER ASHER _i j0 I ° I I� I It I I :: .. A/C S ECINS TYPICAL ne and oAAM either aid 4" concrete slab with fibermesh OR haws held v Vx ' #10/10 WWM on 10 mil Visqueen over service locat clean compacted termite treated fill 0'-0" a F.F. 2" x L" PT wood secured with 3/8"dia. x 4" anchor bolt at 18" o.c. _ overhead door track secured to wood III_ jamb per manufacturer's product approval Garage Door Jamb Detail 14"w x 14"d concrete monolithic GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS OI I I I I I footing with (2) #5 bars cont. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT o- 14" „ APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One rj) GARAGE CURB DETAIL J SCALE 1/2" = 1'- 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Zn 101, (2) #5 bars cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 4+5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. FIII To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location r �• r ..'".Mo Double Filled Cell Column Single Filled Cell Column NTS NTS F- o I i= I, ° I I I °I I° I I -i iDW i _i I I °I I° 4" concrete slab with fibermesh OR i L xL #10/10 WWM on L mil Visqueen over clean compacted termite treated fill o I MICRO"Va KCLFAR NON-VlNT I ° Q O O I I I 4"a Steel Ballard ° See detail on this sheet >; I 1 1= �<1 I F6 FI I I J F51 L-4 g ----- r---- ° I �i4 step I I ° I I O N I F5 ° ' d) 13'-ON. O I ° O ° 13,-0" O I LEL—E 1.5" Recess for ° O ° 2R!) 1.5" Recess for O ° O arage oar Garage oar T-8" 9'-O" 2'-S" b'-4" 2'-8" 9'-0. 2'-8" Braden it Braden AIAe PA Wunne Building Corp. Architects - Planners S.E. Coconut Avenue T 1 I E W I N j i CJ IC Telel (112) 281-8258 l�f +•✓ Fax : (112) 281-8283 5 anish Lakes E-marl: bradenaia comcast. net S Lucie Count Florida At"nrt FL_ 'A4e►e1L it�OC`l�AI�A'J') O n, Date Drawn Revisions : REAR 3-28-18 5--23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. N H.B. REVIEWED FOR CODE COMPLIANCE. ST. LUCIE COUNTY sore Sheet Comm # 31 15-159B OF 5 impact ROOF SHEETIN ATTACHMENT I. Minimum Nail 2. Minimum Scr 3. Minimum She 4. Use nails or in permit in G DETAIL Size = 8d ring shank (min. 2.5" long) ew Size = #8 x 2" athing Thickness 19/32" CDX Plywood screws bas d on pressure for roof stated fo box on these plans for zone 3 Area Ede Field Fastener Pr asure one 1 411 Is of ad ring shank 45 psf 0Ke Zone 2 `" 8d ringshank lb psf Zone 3 If ring shank 84 psf ** Zone 3a a 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on pres ure for roof stated in permit info box on these plans Tor zone 3 Concrete / Lintel Column Verify with Plan Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled call steel into continuous beam block steel. X�- Provide Cast -Crete BUS-OB/OT precast --- - - seat in m tar Min. Min. e' Bearing'"•"+�.�� 12"X 12" dumn Block Provide #5 bar set in pre -cast R O O l- FLAN Scale : 1/2" = 1'-0' lintel into beam where length of the opening calls for it. - Overhan s at 1'-0" unless otherwise noted on this sheet a PT Buck ad per Jamb into filled a 4" Pre -cast Sill ztl - Roof pitch at +12 unless otherwise noted on this sheet -_ - - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. F - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Pined cell - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction i #5 bars with min. 48 bar re overlap in filled call. Tie ill steel Into continuous steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nei 2' x 4' blocking to vert. los or true* with IOd x 1.5 roils at 4' o a. Install Siepaori MOT Into ad wag 5/O' else. threaded rod set den. 12' Into met base and (22) 10 Hale into truss v#� Reber 48 Bar Dia. TRUSS BLOCKING DETAIL �TIn. overlap AT GIRDER STRAPPING ,--\ t t a c h m n t AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one Iayer of ASTM D Tgps 2 Pelt paper using Sd nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulr Coast Supply and MFG 5v Crimp Metal roofing FL #I451.12 24 ga. 5v crimp metal rooting 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 AN end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L o.c. at all laps and two etagggered rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet \ Additenal recast Lin al ri u 85 bars %= Lintel Bar Clear A B Alt Length Length Span Bars Bars 2'-10" 2'-8" 22t3 none •----e t----°° a ----a 3'-4" 2'2" 2,93 none OP8-OSAT 8P8-6/IT OP8-i8/ZT �, Addnlonal 4'-O" 3'-10" 2'-e" 2,43 none u5 bars eLeA 4'-4" 3'-2" 2A3 none *.= ne Row of 'H" Block Above 4,`• 5'-4" 5'-2" 4'-0" 2,43 none -e" 4'-L" 2 #4 none :a ,} Precast Lintel Additions L,_L„ 2 #4 none "• •` it a a5 bars ww 7'-O" ('-2" 2,45 none AIL-�/IT BPIL-IB/2T 1'-10" " l'-O2,tt5 none NOTES: I. min, coverage of ateel--1.5" 2. min. hearing required a ea. end=9" ALL reinforcing steel Is grade LO. 3, standard for remf. steel=ASTM A415 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) Reber to Lintel LINTEL SCHEDULE Mark Wiw orWidth•H" U iit 8lu I cast -Crete Specification Block Above s Battem Swel 81i! Tap 1GM Steel Si= rmritg Load (PLP) uMpxHt Ladd fPLP) LLoad Lode (PLP) L22 7-2' 3'-L" BINS-OBAT 1 85 301.41 1641 1034 L31 X-L. 4'-0" Sri-OB/IT 1 85 266I lags 1L3 L45 4'-6" 5'-10' VIN8-013 IT 1 $5 IIOS 101 331 L60 V-O' L'-L' Ore -"/IT 1 s6 1234 1 836 121 LLO C-8' 11-L' 8PO-OB/IT 1 85 Ion 121 1. 534 LBO 8'-0' 11-40 81128-1131 I 85 2 1 85 152 Sill 512 11I 11 10'-6' 8116B-1011 I aO 2 1 $5 643 530 401 L10115 1'-O' 10'-L' spit-ID/2T ONE 1 a5 2 1 85 D33 ee3 401 LI00 10'-0" ll'-4" OPOASI 1 $5 2 1 $9 582 414 462 Lloom 10'-O' ll'-4' 8PIL-1111 ONE 1 85 2 1 #6 1396 1028 462 L120 IT-0' 13'-4' OPO-15/2T 1 85 2 1 #5 411 420 324 L120B rY-0• IV-4' OPIL-ID/2T ONE 1 $5 2 a6 1 1015 T10 324 LI40 14'-O' 151 SPIL-I5/2T ONE 1 05 2 86 1 1250 401 251 LILO IL'-0" I11-4' 61128-I51 I a5 2 86 1 300 111 114 LILOD IL'-O' Il'-4' 8PIL-ID/2T ONE I a5 2 86 160 WON4 - 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. Aluminum Drip - Edge t Fascia Flash and Counter Plash Nail ledger to gable end truss with (2) IOd ri�ils at each web t I Brace Gable and with 2' x 4' SYP #2 Oft back nailed to bottom of top chords using (2) IOa nails at each truss e � a-i X q r oq C H� as n F- � goo "O ° H av 0 ao W EC (A 0 �C-4 `r 12 Simpson HETA 20 or equal PRE-ENGINEERED WOOD TRUSSES hurncano a chor at each truss 4 e 2'4"o.c. TYPICAL meth (10) I'C�d x I I/2" Halls ( 24" o.cJ sup orting Max (shop drawings by manufacturer ) 1810lbs. uplift Aluminum Drip �A R-30 blown riberglass Edge t Fascia 1/2' chic swcco on 3/anrrm lath In bottom chord or trusses Q attached to horaordal and vertical wood 12" rralessmna with rails or staples to provnie 1/2" drywall with smooth finish N 2' x L" Sub-Pasci hhoorzontalhwo d trominp and 3/44'into penetration Two rows of beam block Pilled with concrete a into vertical wood framing meabers and (1) #5 bar cunt. in each row. Substitute Ka can full o vent viral soffit installed precast lintel filled with concrete andg(1) #5 using I/8' die shank x 1.5' long gels. bar cunt. for bottom row over openin s roofPng nails with 3/8' dia. head per I/2" dr wall over 1" x furring product approval -ere chart .heat #I 5/8" thick light textured strips at IL" o.c. with R4.1 fi-Poll stucco on typical concrete insulation on typical 8" Block walls 12' x 12' concrete column block construction All drywall to be Installed per FBC R102.3.1 block filled with concrete Varies - see plan bars i and shell meet all pertaining ASTM codes. Ins Intele abovevart. tied ao Mortar to bType "M" onlyyproportloned per FBC R601.I #5 bar vert. w/ and Mortar joints shall coIp wlffh FBC R101.2.1. thicken edge to a'xe' 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and at each filled cell one #5 bar continuous Fill cell with concrete and BEYOND (l) #5 bar vert. (typical). Rear Patio/Slab to ex spacing shall not exceed be flush with bottom or 48" unless otherwise noted sliding door recess. Wood see foundation plan notes for Top of Pouter Base spacing at openings IL" below finished floor Step per foundation plan 4" concrete stab with fibermesh OR s L"xV #10/10 WWM on 1. mil Visqueen over a Slope per foundation plan clean compacted termite treated fill -- I lid IIIII� I= '1II'il Ili IIII ,` -III !III,IIIIIIL�IIII-,IIIIIII�II�IIIIIIIIIII=1-I;IIIIIIIIIII_-Ili-- 'I'I II II = - Tuplcal Section at Front Porch Scale: 1/2" = 1'-0" Braden t Braden AIAe P Architects - Planners 411 S.E. Coconut Avenue Tel ('712) 281-8258 Fax (112) 281-8283 E—mail: bradenaiascomcast.net Simpson HETA 20 hurricane anchor at each truss ( 24" oI supporting III 20 1810 Ibs_ udlift 5tro� truss to mall using Simpson coca i wit 5/8 dra. threaded rod with min 12' embed into beam either wet set or in epoxg with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet I MOE wo FM WAOA I NJ OWN 11"rm WA EA �I EWAWE =,A Mul—�Wil PA LE WA AMA 1! I" fastened with corrosion resistant tim cap spaced I' o.c. at all laps and two s�ta ered rcuir W4-1d59TWl I FLA I FA VAA I� 1 :3 Attie Access BI I I IN 1h, HETA 20-7:> \\ Simpson HETA 20 Provide for putter Provlde dwnap"t hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 Ibs. uplift Wynne Building Corp. THE WINDSO 5panish Lakes 5 t. Lucie County Florida C HETA 2� Date Drawn: Revisions: REAR 3-28-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. RIGHT Checked by: D.R.B. C4 W I 6 r REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Provide downspout Sheet Comm # 41 16-169B impact OF 5 1-2-19 Opt. PATIO/SLAB — - - - - PANEL "A" Polml Bit I Lead I Wine Desenptan C os arcs 0000 puon Wire Lead SR Pdw I 20 Refngeratar I R ai @.O ks 50 2 1 20 C1otwo waer 3 I 20 Kitchen S.A.C. 5 i Dr er ale 6.0 ks 30 2 1 20 $kw#12 Kitchen S.A.C. 11 20 Bathroom Recepts 9 10 An C a10 5.0 ks 3O 21 20 DiahsaaMr 11 121 20 Mieroseve 13 H Are Hand ale 6_o ks 30 2 I I5 a14 General Lighting 15 li I I6 sm General Lighting 11 18 WH a10 9.0 ka 26 2 I I6 814 Genial Lighting 19 20 1 Ib 814 General Lighting 21 22 GDO a12 0.81 K 20 1 I 15 a14 Genaral Lighting 23 24 spec Spore 25 2i SWO Spare 21 28 awe Spam 29 30 spec PANEL "A" LOAD CALCULATION SHEET Load Description Q4 . Watts Total(Watts) General Lighting l3, watts„sq:,Pt;),,,,,,,,,,,,,,,,,,,,,,,,, ............. i2anfle... .................. ......... ................... Rafrigeretor.................................................. Microwave Dish Washer �l?>hoe..w.gehor............................................... Clothes. Drggr................................................ Water Heater .............. Garage, Door ,Opener ....................................... M35 3 64106 2 1,500 3,000 1 12,000 12,000 1 1200 1,200 1 1500 1,500 1 1,200 1,200 1 1.200 1,200 I 5,000 5.000 1 4,500 4 500 I 810 810 Total Watts SSAIS First 10000 Watts e100% I o. 00 10 000 Remainder 25AI6 040% 1 O 10,246 Electric Heat or A/C 10,000 065% I 10.000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 12L.02 Panel Size ReTired - ISO Am a Electrical S mbol Legend $ 1 Single Pile Switch ® Recessed Can Light Sa Double Pal Switch Eyeball Recessed e Push Button Batch Exhaust Fan Duplex Outlet ¢ Calling Mounted Light Special Receptacle Wall Mounted Light aterpr groundfault circuit Light nth Pull Chain (attic) ® Flow Duplex Outlet a Computer Connection Jack ® ai Carbon Monode Detector Plead Light T Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter C8 Smake Detector Calling fan ® Tell mean Jack ® Telephone Jack AC o;aC A/C Disconnect ® I x 4 Plorescent Li CEO x 4 Florescent Lot ® Speaker Hook -Up (�80 = JUNCTION BOX TO SUPPORT A FAN LLJ = THERMOSTAT LOCATION B/A = BALANCED AIR Vent ti� MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit AMP PANEL 200a rated meter can 2"PVC (I schedule 80 2" noid so rods ELECTRICAL RISER #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule 40 conduit aleeve_ into attic meta rated �r meter can bonding pars' 2" PVC schedule 2" ria IS PANEL bonding pant I I ground rods ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor &hall use AL-CU Landing lugs. NT8 - Contractor shall torque lugs I.A.W. - Contractor ahall 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 - Verifu AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire a required smoke E Carbon Monoxide detectors. 3. Contractor to verily location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GPCI protected. S. ALL exterior outlets to be WP/GFCI protectail L. Recessed cans to be Installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must complyy w/ FBC RMI402 9. A(�C R fri t lines that are run {hru slabs must be alcove�In 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed bg a licensed electrical contractor, the completed slt�tam shall be fully operative. 12. Contractor shall pag for all lees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the 124 CFM IO�dOxi MASTER" BEDROOM 124 CFM IOidOxL R-1 xl1iT6 B/A �s 9 CFM �LOSET SO CFM � — DRYER ASHER 1 LAUNDRY B/A O R-1 141 CFM r IO)dOx1 Fi 12e 14 Clem- I Sx4 R1 I�.I IIIZx&x1 I SECOND I BEDROOM I 14a 21 O 12)d2x8 J R-1 •'~ — — i B/A L� ,�"- 16011 THIRD I BEDROOM I 100 CFM fl I I 10)"® i I — i11C 150 Amp Panel GOLF CARTi GARAGE I I I I I I I I I I I I I I 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two gears from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the Job conditions. gear from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected by others. other phase of Installation that may have been damaged. 14. It is not the Intent of these plans to show every minor detail 22• All raceways and pipes placed in or through ang concrete slab shall be spaced a minimum of three diameters of the of construction. The contractor shall furnish and install all items for a complete electrical system and provide all largest conduit or pipe from any other service. the requirements necessary for the equipment to be placed in working order. 23. All exposed wire below 9'—I" shall be Installed in metal EMT xp 11. proper All work shall be done in accordance with the N.E.C. and conduit. shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per meet all standard requirements of the local electric utility FEC RMI502 and telephone company. 18. The electrical all tem shall be completely and effectively IB grounded as required by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. i PORCH 141 CPM IOadOx1 � I REATI ROOM I I I I I 141 CPM IOAOx1 I IVI I DINING ROOM I — — — — ° 1 OW �I o O)d KITCHEN MICROWAVE NON -VENT r1r EAR NG L W.H. 4"4 Steel Ballard See dated on this sheet At�22- xAccees I __ with light GARAGE r-----------------i I I I I I I I I I I I I I I I I :n t Braden AIAe PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail; bradenaiaecomcast.net 3 TON SEE MANUAL eJe and Rneirgg Calculation for Umt 100 Install oulet under disc, not shown for clarity AiC 5 1 MASTER BEDROOM 100, PORCH WP GFCI \ I s ®C FOI1► i L _ �T SECOND BEDROOM/ I -- I u I E I I I I GREATROOM ®I /I /I E / I / I DINING / i ROOM I � I .00- _ GFCI ° I I I C.M. Detector on[ yg per FBC R314.3 tTC HE> I I ve Ill �� "ValJ -- n `_ III -• - ...,�.:.::l— - - � s Iz ♦ - .'ill. ..ro• s�. A. ' / ELECTRfCAL FLAN --- Post Light with b SCALE: 1/4" = 1'-0" Photo cell Center Post Light Attic Ventina Calculations 17. Total Attic Space = 2101 sq. ft. C 3 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit U1t nnj Bullding Corp. THE WINDSOR S arlish Lakes S . Lucie County Florida between dnvewags a Wire For Front Post Light Date Drawn Revisions REAR 3-28-18 5-23-I8 Garage floor slope and Drawn by: smoke detector revision PORCH c.C.U, RIG H T Checked by: D.R.B. REVIEWED FOR ;ODE COMPLIANCE T. LUCIE COUNTY Sheet Comm st Impact OF 5