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HomeMy WebLinkAboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood neck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end spa fastened with corrosion resistant tin caps and with I. " ring shank nails spaced G o.c. at all laps and two staggered rows 12' o.c. field. Attach deck to trusses using attachment detail on this sliest 5/8" thick light textured stucco on typical concrete 12 block construction SLOPE 14 illllllll N 5/8" thick x 8% cut coral finished stucco bands e I t a At SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Mortal roofing FL #11G51.12 24 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 (tgpe 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" ox. at all laps and two staggered rows 12" o.c. in field_ Attach deck to trusses using attachment data on this sheet 12 4 SLOPE 0'-0" = Finished Floor 5/8" thick light textured stucco on typical concrete block construction `• mR.a SCALE: 1/4' - 1'-0' GRESS '- COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. Sv crimp metal roofing attached to plgwood neck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 Ib raft underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced L o.c. at all laps and two sta gered rows 12" o.c. in field. Attach deck to trusses using attachment detai on this sheet stucco on typical concrete block construction EAR ELEVA71ON 5/8" thick x 8"w cut coral finished stucco bands SCALE. 1/4' - II Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #II651.12 24 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 (tgpe 2) 30 lb felt underlagment installed with min. 4 grde laps and L" 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" o.c. in field. Attach deck to trusses using attachment detail on this sheet '11/8" 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 4 SLOPE ` 8'—I" BEARING 12" M moo F '— Y AWN 5/8" thick x 8% cut coral finished stucco bands FRONT ELEVATION SCALE: 1/4" - 1'-0' 2" x 4' top plate I ' 1/2" drgwall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. base —board 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L'W #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts '5.radan 4 Mr I ern AIA. PA W(Unne Building Corp. Arc l: PIV 411 e Coconut � E. (..oconut Avenue WINDS( wi Tel : (ii2) 28i 8258 I Fax : (1-12) 281-8283 Spanlah Laken E—marl: bradenaiamcomcast.net Si. Lucie County Florida Stuart. FL 34991. AAr��?OOOS2 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) t t Florida Building Code Readential: Lth Edition and ASCE 1-10 for Wind Loading Buildirill Design is: Enclased Risk Category II Wind Velocity: ILS mph ultimate Mean Roof Height: IIII'-OO' Roar Pitch: t L` 4:12 Internal Preswe Coefl icient: t o_le Subjectabiln:y to damage from Weathering: Negligible Termites Yeru Heavu I t Width or Rod End Zone: 3'_4• Wind Speed: IL5 mph ultimate I Wind Exposure Classification: C 1.21 x O.L = 0.�2L Adjustment factor for Exposure Height: ASD des n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.(,WL Components t Cladding Wind Pressure (NET) Rod Zone. 1. +20.1,/-32.6 psf Rod Zone: 2. +20.4/-51.0 per Rod Zone. 3. +20.G/-84.0 psf Components t Cladding Wall End Zone Width: V-4' Components t Cladding Wind Pressure (NET) Wall Zone. 5. 2or iw4 I +35.8/-38.8 par Walls Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pal Shear Walls Conadered for Structure? Yes 1] Zane 2 Continuous Load Path Provided? ;,Roof Walls Zone 5 Are Components an Cladding Derr Provided? Yes END ZONE Minimum Sal Bearing Pressure: a. Presumptive: X B Test: pa ®fie Corner Zones S E RODUC A.P POVAL FOR -IMA T P O E TION FOR.O E IN S R i floor Zone 3 ROOF LIVE LOAD: pal ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: —Ak— par FLOOR DEAD LOAD: 10 bet JOB ADDRESS: '�-\ Model: Drawn Revisions Sheet 3-28-18 5-23—I Aramin 11 ,and REAR � L et�cU_r sr. a PORCH Drawn by: c.c.u. 10,p ED FO RIGHT Chocked by: EV ED FOR D.R.B.CODE COMPLIANCI ~N _ST. LUCIE COUNTY BOCC W� Comm # 15-1591 Impact FLOOR FLAN I �l Recess top plate L"w x 3/8"d arR t � verify type f� 4^ for steel support angle CRASH POST DETAIL see detail an this sheet TYPICAL NOTES: SCALE 1/4" = 1'-O" K.T.S. I. Contractor to verify ALL notes and dimensions prior to 3C high bg 4" diameter proceeding with Work. steel crash post. Floor Steel countertop support angle p g Flange with 4 - 3/8" Install L' from each end and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one on center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) we angle detail 2' x SO wood a minimum 1,400 P.S.I. fiber stress. at IV o.c.`tom` 4. No dissimilar metals to touch. Lee I/2" drywall S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2h" 2%2' 2° x 8° PT wood plate 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 ° L. Drywall at ceilings shall be leveled and attached to bottom chord =3/e" �O 2!/2KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. k41, # 1. ALL wood in contact with concrete shall be pressure treated2l 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessrbrhtg requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field." 13. Separation between residence and garage shall be per FBC R302.6 Lee 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 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 460 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R314 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CcrbO, C1002, C1041,0111, C1118, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Drgwall Thicknew Location Orientation Membero Framing[N-r-: Maspacing Nail sizing option for Spacing asteners installation of drywall into screws Mewmumails wood framing members 2" x min. thickness Ceding Perpendicular 24" Is 12' 13ga 1 3/8" long with 19/64" head OR 0.098' diameter x 1 1/4' long „ y2 annular -ringed or 5d coder nail OR 0.080' die. xx 1 5/8' long with Walls IL w 8 " w IL Direct ion 15/64' head OR Ggpsum1 board mail 0.080 dia. x 5/8• with 9/32' head. Ceding Perpendicular 24" -i• 12" l3ga 15/8' long with 19/44" head 0.096' diameter x 1 3/8' long annular -ringed or Ld coder nail s 0.092' dial xR 1 1/8' long with Walls Either IL' 8• IL° Dmection 1/4 head OR Gypsum board nail 0.0915° dia. x I 1/8` 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 ggpsum 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 accompangingg smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supple and MPG 5v Crimp Metal roofing FL #IIL51.12 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 Ib felt underlagment installed with min. 4 side laps and L' end lapa fastened with corrosion resistant tin caps and with 1.25" ring shank Walla 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 I�` 12 1 . BATH R 1 �•� l12 Tom. '�%mod 1 uw� I I .e\ 1,+r��� KITCHEN I i.Ay-i 3° I 2 I, LAUNDRY v I I 1 I I 2'1 I I I I Yi 2• Vi 3" alsrs i I 4" 3 t sTi 2- 3 BATH 82 3" SANITARY RISER rite r Window Schedule Mark Size Rough O en. Window Descrl tion PRESSURE ZONE I. 4'-5Ya"x 4'-1,'/a" 54Ye'x We' Sfnglt Hung ZONE 4 2. L'-2Ye"x 5'-3 %a' 15' x 103 %" Single Hong ZONE 4 2'-2' x V-2%a" 21h"x 383's" Smple Hoeg ZONE 4 4. 3'-1' x 5'-SW 1 38' x 63'i," 1 Sntgle 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 bu contractor with manufacturer a specs prior to construction 01 Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O" 108' x 84' Overhead Garage Door ZONE 4 B V-O' X 1.'-8' 41''/," x 99N" P&wikm Panel - lrianng ZONE 4 C c'-OM X c-so 14' x 81 �2" s laws aMdatg Class Dow ZONE 4 D 2'-O" X V-8" Solid Core - Wood - L-Panel-Bi-FcW Firash rid 24" x 81 h" E 2'-Lee X V-8° Solid Care - Wood - L-Panel F 5'-0' X 6'-8" Solid Core - Wood - L-Panel - Bi-Poll G 2'-8' x L'-So x 1'/," Solid Core Wood. Steel, or Masorete Door H 2'-8" X C-8' Solid Care - Wood - L-Panel J T-Lee X V-8" Solid Care - Wood - L-Panel - 6rFald 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 manufacturers specs prior to construction in permit info AND SHALL ON SHEET #1 Attach buck to block mall with 1/4" all Elco comic screw with inn. 1 1/4' penetration at 12' ae. max and 4' max from each corner thru Exterior two 2' x L" PT Buck of ad ales as Wood scrowe tin jamb into buck Detail at each lingo and 16" or. max and at Door ww to door detachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER AND BUCK SILL BLOCK PRIOR TO INSTALLATION r- Instal windows this buck into block path 3/I0 tap -con path 1 1/2' penetration at L' as mm frow aach corner and 20.' ac. max therea►Nr at ,iwba and 20' as max. Exterior face at heed and ■a par product approval o"I Duck to be r x 4' PT Panes I'x4" P.T. Buck nailed to lacDetail a t Windows prior moth saes hardened nails nor to endow attachment NTS IT Simpson HETA 20 or equal hurrocan nchor at ich truss 12 Masonry Beam with (l0'� �Od x I I/� nails r I" x V P.T. Buck nailed to ( 24" o.c.) supp«zing Max 4I PRE-ENGINEERED TRUSSES block with came hardened melts Verify attachment 18101be. upldt at 24 o.c. TYPICAL prior to door attachmen hole location with GC (shop drawings by manufacturer) Install SGD thru buck into prior to fabrication '~ block with 3/16" tap -con with 3/8' thick L, 1 1/2" penetration at L' o.c. max. steel bracket 7 from each corner and 20." o.c. max Aluminum Drip R-30 blown Pibarglass thereafter at head per product approval Edge t Fascia in bottom chord of trusses P P I/2' drywall with smooth hmah 2" x L" Sub -Fascia Two rows of beam block filled with concrete Use 3/I6" tap -con with COUNTER TOP BRACKET DETAIL and (U #5 bar coot. In each row. Substitute 0 O 1 1/2' penetration at L" o.c. max. Kagcan full o vent vmyI soffit Installed precast lintel Pilled with concrete and (U #5 from each corner and 20" o.c. max using n I/see dia shank x LBO long goly. bar cunt. for bottom row over openings arA per product approval nails with 3/8" dia. head per P P thereafter at a royal roong product approval - we chart sheet #1 1/2" drywall over 1' x furrin strips at IL" o.c. with R4.1 i-foil I' x L" P.T. Buck nailed to insulation on typical 8" Block Malls block with case hardened nails 5/8" thick light textured = All druwall to be installed per FBC R102.3.1 Head prior to door attachment stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction Mortar to be Type "Mee onlg proportioned per FBC R401.1 and Mortar joints shall comp, with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) fixed door #5 bar vert. w/ sliding door 30" overlap Fill cell with concrete and Masonr Wall at each filled cell (I) #5 bar Vert. (typical). ax spacing shall not exceed y �^+ 48" unless otherwise noted 1 1/2" Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR Bottom Trac Typical Flooring L"xL" #10/10 WWM on L mil Visqueen over SIII Install SGD thru buck into clean compacted termite treated fill block with 3/I6" tap -con with • 1/2" penetration at L" o.c. may - from Grade stall each corner and 20." o.c. max _ Sliding oor thereafter at Jambs per product approval Jamb At Masonry Wall FITS 1� „P7T 8'-lO)2„ ,'-1 Yz,I ,'-7 y2„ ° ° ° ° 12" x 12" Concrete column ° 2 °1011 1 1 110JI(allopm°° °° ° EGRESS block filled with concrete and (2) #1 bars Vert. tied Into ° O r lintels above Filled cell under girder above PORCH ° WIRE LATH F STUCCO CEILING MASTER ° BEDROOM MOO O 8'-O" A.P.F. °° Ell I I I lei I it ° iv Flat Ceiling i (74 1 Vanity to be O 1 4 yz„high 1 Rod E Shelf 8'-O" tol9'-8" A.F.F. ° _ T I/ Vaulted Ceding _ _ _ Zia I ZO r N GREAT' ROOM ° J T LOS I o I gc ° H.B H - r-r ;W° ° Ro d t Shelf N u� tD in it - 32" DRYER ASHER 0 lu LAUNDRY UI i- ci V-O" to 9'-8" A.F.F. O :r o H I Vaulted Ceiling DINING _ Vanit to be ° 34 y, high I I V8II I ROOM le°1 42" `n I I 'v E I overhang a 1.5" 3/8' thick steel O 5 -3 90„1 counter top supports eq eq eq coon er tops to O L over ang wall ° in it�+ T-4" i _ m O U +41" high wall s o I DW i o SECOND ° q BEDROOM KITC THEN - I = 8'-O" A.F.F. 8'-O" to 9'-8" A.F_F., a ° Flat Ceiling O I Vault d Ceiling m 0 I Upper enbineLa to 1 extend over Ref. I �'•t ° I NIOH V AV NT ,V O NINGR OPENINr. L Q J ° H.B. - - - - �n a tr Provide _ G R-a sans Inpakmen '* W.H. THIRD 0 © auto closer Steel Ballard Se detail this Se ° BEDROOM e on sheet J I�ol , r xA ° o r I =I a Lc cess = l a 8'-O" A.F.F. cn ( A/C Flat Ceiling E-O" A.F.F. Flat Ceiling ° It J In GAR,AC I in Block wall in O - MT El garagge to be R-II spirits Iwiaemn Provide closer auto 2'-8" ° atrudc block r+ 150 Amp Panel EMERGENCY ° EGRESS O i 3 I I I r I I I ° I GOLF CART1 i o I I ° 6- I GARAGE „Ir I I I dri I J I O ® n �/ REVIEWED FOR T-8" 9'-O" 2'-8" L'-4" 2'-8" 9'-0„ T-8„ -- -- -- -- 31. - CODE COMPLIANC - ST. LUCIE COUNTY r< Square Footage Breakdown BOCC Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. : Braden t Braden AIA, PA Date Drawn Revisions Sheet Comm # W mine Building Corp. - Arehlteees - Planners REAR 3-28-18 5-23-18 Garage floor slope and - ; 14" x 14" Concrete looting Smoke detector revision with (2) #5 bars cunt. and #5 411 S.E. Coconut Avenue Drawn bg: transverse bars at 48" o.c. _ - 5 9 B THE UJII�DSOR PORCH 15l TYPICAL SECTION Fax :(112)281-8283 R CH C.C.U.2 ® S ankh Lakes RIGHT Checked b�: Impact Scale : 1/2 - 1'- O E-marl: bradenaia comcast.net g Lucie Count Florida __ _ Stuart. FL 3499L #AACOO0032O.R.B.OF 5 .7 1 7�1Ul.." I Ul�l-AL_ IXV I >=0 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,600 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI ROOF (OL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10, ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED of ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12 MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 4. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000 �• PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN 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.... 5. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at -f8" 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 6'—O" to q'—II" 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 2-f" 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-36 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. �_*K � #5 bar vert. w/ Thicken edge to 8"x8" SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark Sine son 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 8"W x 8"0 THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" 120W X 18"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 30" overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell TIONS one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR OxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade QEfie _ I I I III I've x 14"d concrete monolithic footing with (2) #5 bars cant. F TYPICAL FOOTING DETAIL SCALE 1/2" = If- 4' concrete slab with fibermesh OR 60fx4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 12" x 12" concrete column block filled with concrete and (2) si bars vert. tied into hntela above Top of footer IL" below Frnished floor 10 y (2) #5 bars Cont. bottom steel SCALE 1/2" = 1'-0 Verify house slab height in field PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ �30, x30 xl6„ concrete column footing with (4) #5 bars each way IETAIL SCALE 1/2" = I'- 4" concrete slab with fibermesh OR 0 4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O'-O'" s F.F. I I I II I I I�>\14"w x 14"d concrete monolithic If, —" footing with (2) #5 bars cant. 14" CURB DETAIL 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cent. co Zn 0" (2) #5 bars cont. bottom steel / DETAIL AT 19" GARAGE STEPDOWN fo SCALE 1/2" = 1'-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. 2" x 6" PT wood secured with \ 3/8"olio. x 6" anchor bolt at 18" ooverhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill 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 DS q .OE Double Filled Cell Column Single Filled Cell COlumn NTS NTS concrete column block filled O 351 O„ ppi� �r ncreto and (2) #i bars vert. tied ih II els above 8"-10 Y2" 8'-IO y2" 12 la'-oIt on - - —o — ° ° -� L_ J® - ®- ®L* II Filled cell under r- girder above J Rear Porch Slab to O - p I f be poured separatelg 1 In rl ° From House Slab. O_ 0- Thicken footing to ° I 24"w x 14"d x 24"L I I under filled cell °XL under girder bearing. I ° ° 0 I L— ----- — O m - u _ ° .r spa —� — — ~ILN I FI be flush math bolab t oP FI _ — ° I sliding door recess. I LE slope 1" I Ii I ' I ' li F— i io I I °I I ° 4" concrete slab with fibermesh OR I ° H.B. I 6"x6" #10/10 WWM on 4 mil Visqueen over I ]41 clean compacted termite treated fill -i DRYER ASHER I °I Io I ' I I` I I ° I I ;- I ° I A/C 12" x 12" 15'-3" r-- — — —I — — — I I I FI I I z4� Ifl I i a l a i ow ;I n I I U I I° F� 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill I MICROWAVE REr. NON -VENT 88• CLEAR I OPENING Q ° H.B. ©©0 ,• — ----I ---- —w.H. I 4"ro Steel Ballard ° See detail on this sheet i I F`#>I I I I I �Q_�I I I I I IL I I FI I I J F5 to F6------ ----- ° ° ° I r — — — — — — — i ° I ro I lu o 4 sup I I° I N IL I t o ' 0 I F- {�- 13'-O I — o Ll L------�-- I 1L -----©F-- 0 ° 1.5" Recess for r4067z,— J O 1.5" Recess for ° Inl°1 uarage uoor ; garage Ldoor 2'-8" 9'-0" I _ 2'-S"_ _ 6'-4'" I _2'-e" 9'-O„ 2,_e," Braden t Braden MA, PAi Wynne Building Corp. Architects — Planners Tel S.E. Coconut Avenue THE I I I r �I D S O R JOB Tel (ii2) 281-8258 THE w I �l (.✓ Fax : (112) 281-8283 5 apish Lakes E-marl: bradenaia comcast. net Stuart_ FL %499G �caar�nnnn�� S . Lucie County Florida Date Drawn Revisions : REAR 3-28-18 5-23-I8 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. RIGHT Checked by: D.R.B. N •s • Sheet Comm F 31 15-159B impact OF 5 ROOF 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" CDX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4 4 of8d ring shank -16 par Zone 3 8d ring shank 84 psf ** Zone 3a L" 6" #8 wood screw 112.5 psf ** Use nails or s rewe based on pres ure for roof stated in permit info Tox on these plans or zone 3 Concrete / Lintel Column Verify with Plan C Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled call steel into continuous beam block steel. X�_ Provide Cast -Crete �- 8UO-OB/OT precast ----- -- lintel set in mortar _ 4 4 _„ Min. 8' Bearing -- --- --- "x 121, nn Block '*1 Reber Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment BEAM SCHEDULE Mark Size and Descri tion Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each raw. Hook vert. bar over top bar with #5 900 bend bar with a 10' min. lap at top bar. Provide #5 bar act in pre -cast ROOF FLAN Scale : 1/2" = I'-O" lintel into beam where length of the opening calls for it. - O h t i i- O i/ 1 t h t d t h L t rrovide PT Buck ttached per ,Iamb itails into Pilled a 4" Pre -cast Sill vet angs a Un ass o erwise no a on 10 s ee — Roof pitch at 4:12 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. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Pilled Cell _ Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction 1 #5 bars with min. 48 bar rs overlap in Pilled cell. Tie ell steel into continuous steel. CBS WALL Scale: 1/2" = 1'-0" �j GINGL@ PFY REAR GIRDER TRU88 ofHad 1' x 4" bleclung to vert. In or trmr with IOd x LS nads at 4' o - v Install &mPwn MOT into =1 ilry ds. . \0 beeaOd mato troy TRUSS BLOCKING: DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS I 1 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 Pelt paper using Sd nails. Substrate to be 19/32" CDX Plgwood nailed at L o.c. in Field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plgwood neck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L a.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet Addiional recast Lintel 45 ban Lintel Bar Clear "A" Length Length Span Bars Bars %;! 11CLeAR •'. 2'-10" 2'-8" 1'-6" 2 #3 none { S,':Yr_ 1 1 any, 1 .•;a 1 3'-6" 3'-4" 2'-2" 2.43 none �e-Olsnr ale-aS/IT ens-IersT Additional 41-0" 3'-10" 2'-8" 2,#3 none - - 1 #5 bars CLEAR'k=::� 4'-b" 4'-4" 3'-2" 2,43 none no Row of y Block Abov1'IN4 .d,`.'•, `� 5'-4" 5'-2" 4'-O" 2,43 none r 4'-6" 2,#4 none P •; =.. ,t Precast Li2,#4 Additions#5 none barsyr T-O" 6'-2" 2,#5 none BFIL-IBAT spit-1B/zr 8'-4" T-10" 1'-0" 2,#5 none NOTES: ALL reinforcing steel is grade 40. I. min. coverage of steel=l.5" 2. min, bearing regwred s on. end=8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark 111h UnDt Wldt Intel car Cat -Crete 8 euheatian Rom or q�yoe bottom &feel Tap Steel SIw Melt. Goad (PLP) Max. LUpift (PLP) Max. � (PLP) L22 2'-2' 31-C 811111&-OB/1T 1 as 3O/A K!A 1024 11.31 s'" 4'-0" OP&-Od/IT 1 s5 266I 1363 1L3 L46 4'-V 5'-Io' OPe-013/I1' 1 $5 IIOS 101 331 1.50 5'-O' 6'-&' 8118-ODAT 1 #5 1234 836 121 L40 C-O' 11-C 81118-OS/IT 1 e5 ton 121 534 LBO 8'-O' ar-4' VP&-I0/31` I IS 2 85 152 511 512 L90 1'-O' 10'-L' OP8-I9/2T I Of 2 #6 643 530 401 1100 1'-0' 10'-6' OPIL-I5/2T ONE 1 a5 2 as N33 Ilea 401 LI00 10'-O" II'-4' 6158-15/2T 1 89 2 86 582 414 452 LIOOB 1y0�'�-/0�' II'-4' 8P16-ID/2T ONE 1 85 2 $6 1346 1028 452 LI20 17-00 IV-4' 911118-15/2'r 1 a5 2 $5 411 428 324 L1205 121-0' IV-4' SPI6-I6/2r ONE I (R 2 a5 1015 110 324 LI40 14'-0' 161-4' 8PI6-I6/2T ONE 1 85 2 85 1250 601 251 LI60 IL'-O' IZ'-4' BPS-IS/2T 1 85 2 85 300 M2 144 LILOD W-O' IT-4' 8P16-115/2T I ONE 1 1 $5 2 86 150 500 1414 - 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'-O" LONG ARE TO BE PRESTRESSED. 12 Simpson BETA 20 or equal 4 Isiah (10) IOd x 1 1/Z"cnods ss ( 24" o.c.) =11t. rig Max s. lift 181016 Aluminum Drip Edge t Fascia Flash and Counter flash Nml ledger to gable and truss with (2) IOd " �ils at each web \ Aluminum Drip Edge t Fascia 1/2' thin stucco on 3/e' N-rib lath 12 ° attached to horizontal end vertical wood "we" with rails or staples to provide 2' x V Sub -Paso no less than 1-314' penetration into honsontal wood training and 3/4' penetration into vartml wood framing members Kagan full o vent virigl soffit installed I/8' dia wusinmgp shank x 1.5' long gsiv. roofing nails with 3/8' do. head per — product approval we chart sheet #I 5/8" thick light textured on tgpical concrete 12' x 12' concrete column block construction block filled with concrete and (2) Vbars Vert. tied Varies - see plan #5 bar vert. w/ into lintels above thicken edge to 8"x8' 30" overlap with concrete and at each filled cell one #5 bar continuous BEYOND Rear Patio/Slab to be Plush with bottom or sliding door recess. Top of Pouter IL" below finished floor Step per foundation plan Slope per foundation plan 7w__ = 7TTI i N W 00 X fa F otoo c C4 O ° F_ `a a. n LU nv ° W (n to 4 tV Brace Gable and with 2' x 4" SYP #2 Oft back nailed to bottom of top chords using (2) IOi nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer > \R-30 blown fiberglass in bottom chord oP trusses I/2" drgwall with smooth finish Two rows of beam block Pilled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cunt. for bottom row over openings 1/2" dr wall over I" x Purringg strips a't IL" o.c. with R4.1 fi-foil insulation on tgpical 8" Block walls All drgwall to be installed per FBC Ri02.3.1 and shall meet all pertaining ASTM codes. �o Mortar to be Type "M" omig proportioned er FBC RLOI.I and Mortar joints shall comply with FBC �101.2.1. Provide Dur-O-Rock at all wet areas hex showers, tubs etc...) Fill cell with concrete and lU #5 bar vert. (typical). ex spacing shall not exceed 48" unless otherwise noted cod see foundation plan notes for see spacing at openings / 4" concrete slab with fibermesh OR VxL" #10AO WWM on L mil Visqueen over / clean compacted termite treated Pill TutiicaI Section at Front Porc Scale : 1/2' = 1'-0" Braden i Braden AiAe PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiaecomcast.net Simpson HETA 20 Strap truss to wall using Simpson MGT wit hurricane anchor at each truss 5/8 dia. into beam threaded rod with min 12" embed either wet set or in epoxg with ( 2411 O.C.) supporting 1810 lbs. uplift Max. HETA 20 (22) 10d /truss leg nails into per detail truss. Add blocking to on this sheet �Me�L'PAM II WAN_ 0' MWIA 0 VANE WAOA A WA II WAE11 VA d WE Ed I On V'NW' A I I NA NVA WA OA IWA i FA I I 2! iiiartal roofing attached t4 w "Of seAlk.:a wa-ker at 12" ci-c- ;_434 T� VT1W.7r_TjW_'1F�,dw ME orl FAJ WA 161 VAMA T I IWAM I I LIMA I MWAA Lilt ONE Mmwul CHETA 24Z> Simpson HETA 20 Provide for putter Pr"W's daunepout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Wunne Building Corp. THE WINDS( Spanish Lakes Si. Lucie County Florida THETA 2O Date Drawn Revisions : REAR 3-28-18 5`23-I8 Garage floor slope and Drawn by: amok@ detector revision PORCH C.C.U. RIGHT Checked by: D.R.B. Iul C4 W O I Y Provlds doanapaut -2-19 Opt. PATIO/SLAB PANEL "An Pales OR Load Wad DeseMptwn arcs was Daasnptmn Ow Load ER Ades 1 20 1.2 ke 812 - Refrigerator I items K rLO Its 90 2 1 20 1.2 ka a12 Cloths Wesher 3 I 20 ix kn 812 Kitchen S.A.C. 9 L D er 810 5.0 ks 30 2 1 20 1.6 Its $12 Kitchen S.A.C. I a 1 20 812 Sathroee Recepts 9 10 Aa C $10 5.0 ka 30 2 - 1 20 1.2 ka all Diehwawwr 11 12 1 20 1.2 ks 812 Microwave 13 14 Ar 00 5.0 ke 3o 2 1 15 - a14 General Lighting 5 16 I 15 - $14 General Lighting R b WH NO 5.0 ka 25 2 1 15 - $14 Gdrwral Lighting M 20 I 15 a14 General Lighting 21 22 GDO ill O.m KI 20 1 - I 15 - oaf Gdndral Lighting 23 24 span Spare 25 26 seen wpm 21 20 Spore gpm 1 24 1 Sol Spare PANEL "A" LOAD CALCULATION SHEET Load Description atm. Watts Total(Watts) �Iaral .Lighting 13, watts„iq; , Pt;) , . „. ...........:.....206 ,Range ..... ......... ....... Refn�eretor............................................:..... Microwave Dish .Washer ..................................................... Oloth4.a. W.g4h4r............................................... .... Olothee. Dryer ............................ ....... ,Water Heater .......... .Garage Dow ,Opener ...;..:.. ,.„..... 2 1,500 3.000 1 12,000 12 000 1 1200 1.200 1 1500 1 00 1 L200 100 . 1 1,200 1,200 1 5,000 9,000 1 4,500 4,500 I 810 810 Total Watts 35AS First 10000 Watts e100% 1 10.000 10000 Remainder 25AI6 940% 1 O 10.246 Electric Heat or A/C 10.000 916% 1 10,000 10.000 Calculated Load Watts $0,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required ISO Amps Electrical I. mbol L egend S Single Pale Botch r ® m Recessed Can Light Sa Double Palo Batch ® E ehall Recessed e Push Button Switch .Sf Exhaust Fan =Q Duplex Outlet ¢ Ceding Mounted Light -0 u Special Receptacle aterpr gram fault arcult "'° Wall Mounded Light Light with Pull Chain (attic) ® Flow Duplex Outlet - © Computer Connection Jack ® Carbon Monoxide Detector Flood Light T Thermostat Electrical Panel m Central vac 8 Electrical Meter Q Smoke Detector Ceihng Pan ® Television Jack Telephone Jack a o cc A/C Dwconneet ® I x 4 Florescent Li ® 2 x 4 Fhxrescefd Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN T� = THERMOSTAT LOCATION B/A = BALANCED AIR Yea thru_ Sorfit 124 CFM IOxIO)i MASTER' BEDROOM 124 CFM IOxIOxL B/A 9 CFM LOSET DRYER FASHE RY PORCH B/AO R-1 141 CPM IOx 1Ox1 141 CPM IOx 1Ox1 REATI ROOM I I I I I I 14 -1 CPM IOx1Oxl DINING 16 Clam R-1ROOM F; 12)04 R1, I B/A LINE ------ eAe rpolo a 1 DW II12ram )Cx'l I SECOND I I I BEDROOM I °IOldox I I 14' KITCH1EN ' MICROWAVE I MECHANICAL LAYOUT I 2040 R!' NON -VENT I 1 �'"'9M1 T cLitAle SCALE: 1/4" = 1'-0" ;7e'-per orlNuxG L - - - - 1 12x12xB - - B/A IL THIRD 4 I WH. I "$ Steel Ballard See detail on this sheet EDROOM i-2-19 B FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW 100 CF p r ii x iw I A/C disc. A/C dint. ® I I d I with WA L J -_-- #2/0 AL SER Cable (3) #I THHN Copper With #1 Grnd -� [[A/C g=� 2" PVC Schedule #I CPM 40 conduit 2' 2" PVC Schedule le I AMP conduit &led AMp -- - GARAGE MCB into attic MCB _ PANEL AHU PANEL AHU u, 200a rated 200a rated - meter can meter can ' A I ME ER METER ISO Amp ' Interagatem bonding Intersystem bonding Panel 2" PVC (FPL !-Termnation pant 2" PVC ( FPL Termination paint ------------ schedule 80 "' ' schedule 80 GOLF ---------------- I- hCARTI I GARAGE I I I 2• rigid service FPL 2" rigid service FPL I I I I GEC Ber 1`I c ma to ) 8'-�'�.raluvanaad GEC Bar s` c e ire to �) tl'-�Cfialivanaad I I I I I I I I ground rods ground rods I I I I IF I ELECTRICAL RISER I ALTERNATE SERVICE ELECT. RISE I I I - 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 I^ - VeriPg AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onlg from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for less 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon of a period or not than two gears 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 gear 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. 5. ALL exterior outlets to be WP/GFCI protected. other phase of Installation that may have been damaged. L. Recessed cans to be Installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through ang concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab &hall be spaced a minimum of three diameter* of the ALL rooms. all items for a complete electrical agatem and provide all largest conduit or pipe from ang other service. 8. 4. A/C Return Air Balance Must comp)&g w/ FBC RMI402 A(�C R frige�q lines the requirements necessary for the equipment to be placed in t that are run thru slabs must be gleevedein PV� proper working order. 23. All exposed wire below 9'-1' shall be Installed in EMT 10. ALL A/C Equipment shall comply with energy calculation li. All work shall be done in accordance with the N.E.C. and shall coin I with all local codes and ordinances, and shall p g conduit. 24. Vents be ! 'n AA `' f" �I '' 11. All work shall be performed b a licensed electrical p 9 mast all standard requirements of the local electric utility to installed per F ffC FSC RMI502 F a� s 12. contractor, tj a completed stem *hall be fulls operative. Contractor for and telephone company. Atl'ehiteetS ' l; lann r? 13. a�i+lall pag all fees. permits, testing, and Inspections including blower testing where required. All be 18. The electrical agatem shall be completely and effectively 411 S.E. Coconut Avenue work shall coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. Tel (ii2) 281-8258 14. interference with the progress of construction. All 19. All Fax : (112) 281-8283 1%1.duratton required insurance shall be provided for protection against the public habnlitg and property damage for the material shall be new and shall bear underwriters' labels where applicable. E-mail: bradenara®comcast.net of the ivack- Stuart FL#AAC000032 3 TON SEE MANUAL "J" and Energy Calculation for Unit into Install oulet under disc.' not shown for clarity MASTER BEDROOM 96 PORCH WF GPCI � J r `$ S I rm ® C 1, 1 _ WKM11- �%'a/� AiC I � I I I I I I GREAT i ROOM �I /I / I / DINING ROOM MM r I I �\ I �\ I � Fcl / --- --- C.M. Detector on[ yg per FBC 1 1 1 ®rcR314.3 TC HE> I Cr ®i�lppylw! dFCI TW Sir CLEAR - _NON- / ENING Odb J - -mmm GFCI GFCI THIRDF`I WH CLOSE DRYER A� LAUNDRY I\ �T IL ITV1 SECOND BEDROOM,10, I / I / MA BEDROOM- - - $ 9 4"q Steel Ballard Sae detail on this sheet =h l T -A Accan I in L� L__J \\ / I IF OPTIONAL PANEL LOCATION TM 01 ' �o GARAGE FCI # / / GFCI \ 150 Amp I UAW\ \ Panel GFCI r--------a-- � / \ ` GFCI r------ is--------i Garage e r Door I �w / / i Garage I Door 1 Opener 1 ° / 1 Opener 1 GOLF CART; GARAGE GFCI I I I I GFCI to galrage lights I I I I \ t-Z' TRICAL F LAN '_----- �_ Paat Light with O SCALE: 1/4 = 1i-0 Photo cell C ter P C L L Attic Ventina Calculations Total Attic Space = 2101 sq. It. C 23091.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit lunna Building Corp. THE WINDSOR S�panish Lakes St. Lucie County Florida on oa igh between driveways Date Drawn Revisions : REAR 3-28-18 5-23-I8 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. 11 RIGHT Checked bg: D.R.B. Wire For Front Post Light REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY' BOCC Sheet „u l Impact OF 5