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HomeMy WebLinkAboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using tt9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and to" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 5paLed Ln oc_at_all Iaes_and two�sta�gered�rows 12` o.c. in field. Attach Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #U51.I2 2L ga. 5v tromp metal roofing attached to plywood deck using :r9 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring thank nails spaced L" o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses usino attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block o , construction 0'-0' Finish Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' Gu" Coast Supplg and MFG 5v Crimp Metal roofing FL >rI1L51.12 2L a. Sv crimp metal roofing attached to plywood neck using 1r9 x 1.5' soots) screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin cap$ and with 1.25" ring shank nails spaced L o.c. of all Iapa and two ataggored taus 12" o.c. in field. Attach deck to trusxa using attachment detail on this sheet 12 { 1 SLOPE of v i.nu"i, c.u6 6V1-01 sLucco on Lypicai concrete finished stucco bands block construction REAR ELEVATION VATIO>X >IOTEs: Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 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. 12" ° ❑ i 5/8" thick x 8"w cut ■ . 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction —Finished F — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELEVATiON SCALE: 1/4' - 1'-0' 12 4 1 SLOPE SCALE: 1/4' - II Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #U51.12 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet la° 5/8" thick x 8"w cut ®®®® coral finished stucco bands ®®0 ® ., /8" thick x 8"w cut )ral finished stucco bands 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 Iq/32" CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 16 • O 5/8" thick x 8"w cut coral finished stucco bands F 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON SCALE: 1/4" - II 2" x 4" top plate II ' 1/2" drgwall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board ­—, 11 11 l 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill interior Non -Bearing Partition nts Braden it Braden AIA, Architects — Planners "411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaacomcast•net PA Winne Building Corp. The Grand C Spanish Lakes 32 St. I_ucie County Florida Finish Columns with 5/8" thick 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 Building Code Residential: ith Edition and ASCE i-10 for Wind Loading Building Design is: Enclosed Risk Catego""rk�: II Wind Velocity: I65 mph ultimate Mean Rod Height: '- ' Rod t Pitcl II Internal Pressure Coefficient. to_a i Sub,lectabdity to damage from: Weathering: Negligible Termites: Vera Heavu Width d Rod End Zone: V-41 Wind Speed: Ii6 mph ultimate I Wind Exposure Classification: C � 1.21 x O.L 0.�2L Adjustment factor for Exposure Height: ASD dealgn Load Combination: ASCE 1-10 Section 2.4 DL+LL, DL+O.LWL; O.LDL+0AWL Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.i/-32.i ps Rod Zone: 2. +20.i/- 7.0PK Rod Zone: 3. +20.i/-84.0 pat Components t Cladding Wall End Zone Width:'- '" Components t Cladding Wind Pressure (NET) Moore. ore. 4. +35.8/- 8.1 paf ®- Roof Zone I Wall Zone: 5. +35.8/-Kill per Wells Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3pat Shear Walls Considered for Structure? yps = Rod Zone 2 Continuous Load Path Provided? YYam�ss Walls Zone 5 Are Components an Cladding DeM Provided? Yes END ZONE Minimum Sal Bearing Press eft 2 00 si, Presumptive: X511 Test psi SEE RODUC AP ROYAL P RIM A T P O E TION P R O E iNGS = Corner Zones Rod Zone 3 ROOF LIVE LOAD: 3— pal ROOF- DEAD LOAD: 10 pal FLOOR LIVE LOAD.--*— Per FLOOR DEAD LOAD: 10 pat JOB ADDRESS:. �-e �•� arlton I GARAGE LEFT Date Drawn 3-2L-20 Drawn by: C.C.U. Checked by: D.R.B. Revisions.: t—ILEIL i G DF OR ,'i.')r-'E COMPLIANCE Sheet Comm # 12-2, B OF 5 PnCC W FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. I. Contractor to verif ALL notes and dimensions prior to (� p high by 4" diameter steel crash post. Floor steel proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Re uirements. �1 expansion bolts Into slab (3/8"t 50 ksl 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. 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 m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix Drgwall be leveled and attached to bottom chord #3/e"° 4" 6. at ceilings shall of trusses with screws per FBC R-102.3.5. O 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 accessibilitg requirements. �2 '/;' 12. Lowest finished floor to be set bg Governing Building Department L„ survegor 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 11 All exposed attic insulation materials installed on attic floors shall have a critical radiant I' x i" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case harp materials exposed on the underside of the roof deck or on the attic walls shall complg prior to door attar with F.B.C. R316 - see permit info box of code edition 18. G ppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 0178, C12-18, C1395, C1396 be C40, C1002, C1041,0I11, or and shall installed according to the following: (FBC R102.3.5) Drgwall Thickness Location Orientation Framing Member Max spacing of fasteners Nail arm bons (or g drywall into Spacing Maximum installation of wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 I/4" long annular -ringed or 5d cooler nail /2 OR Walls Either IL" 8" IL' 0.080" die. xx 1 6/8' long with Direction 15/44" head OR Ggpsum board nail 0.086" die. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8 log with 19/44" head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld coder nail OR Walls Either 16" 8 " 16" 0.092" die. xx 1 1/8" long with Direction 1/4' head OR Ggpaum board nail 0.0915" dia. x I 1/an with 19/64" head. Install SGD thru buck into block with 3/I4' tap -con with _s 1 1/2" penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Use 3/I4" tap -con with 11/2" penetration at V o.c. max. from each corner and 20" o.c. max thereafter at sill per product appro 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile 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 accompanyingg smoke developed index not to exceed 450 when tested In accordance with �4STM E 84. Insulation shall complg with F.B.C. R316. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 side laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced i o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor a ach trues 12 with (10) IOd x I ff/g2' nails PRE-ENGINEERED TRUSSES ( 24' o.c.) cup orting Max. 4 at 24"o.c. TYPICAL 18101ba. uplift (shop drawings bg manufacturer) Aluminum Drip �R-30 blown fiberglass Edge t Fascia in bottom chord or trusses 1/2' drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block Pilled with concrete and (1) #5 bar Cont. in each row. Substitute Kagcan full o vent vmgl soffit installed precast lintel filled with concrete and (1) #5 using 1/0' dia shank x 1.5' long gals. bar cont. for bottom row over opening& roving nala with 3/8' die. head per prodeet approval -see chart sheet #1 1/2" dr wall over I" x Purringg atripa a IL' o.c. with R4.1 Fi-roll insulation on tgpical 8' Block walls 5/8" thick light textured = All drgwall to be installed per FBC R102.3.1 stucco on tgpical concrete I and shall meet all pertaining ASTM codes. block construction ro Mortar to be Type "M" onig proportioned per FBC R601.1 and Mortar joints ahall compllg with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w/ U. 30" overlap Fill call with concrete and at each Pilled cell (I) #5 bar Vert. (tgpical). Max apacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ase spacing at openings 4" concrete slab with fibermash OR 4"x6' #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill � e Grade _ Lwx �_II-[III - . Concrete footing with (2) #5 bars cont. and 45 w, transverse bars at 48" o.c. TYPICAL SECTION Scale : 1/2" = 1'-0" to Masonry Beam / Walla Head fixed door sliding door AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2• VTR � J_ 12" > 12" I MASTER ATH R tB I 2" win-1 we-1 2" 2" LAUNDRY 2" 3" 2" 2' aav 2' v7R 3"ST-1 3" 5-1 2 KTICHEN 2" 2" i.Av-II 3" 2" 3" we -I BATH #2 PLUMBING RiSER To Septic i" x V P.T. Buck nailed to I O block with case hardened nails prior to door attachment N Masonry Wall : ' L_L Bottom Trat Typical Flooring Bill install SGD thru buck into + block with 3/16" tap -con with Sliding Door D a I I 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max At Masonrg Wall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough Open. Window Descrilption PRESSURE ZONE I. 4'-5ia'x 5'-3ia' 54ka"x L3i4 Single Hung ZONE 4 2, V-2Ya"x 5'-3 ia" 15s x 1.3 i," Single Hung ZONE 4 3. '-2" x V-2 1/2" 1 21%'x 3851s" Single Hung ZONE 4 4. 4'-SYe"x 4'-2'/e" 1 54ia"x 54Y8" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O' loss x 84' Overhead Garage Door ZONE 4 B 3'-010 X V-8" 41'/4'x 83%" Fiberglass Panel - [naming ZONE 4 C L'-O" X L'-8s 14" x 81 '/," d ne:nt"a Sliding Glass Door ZONE 4 D 2'-O' X L'-811 Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 %' E 2'-L' X L'-801 Solid Core - Wood - L-Panel F 5'-0" X V-8" Solid Core - Wood - L-Panel - Br -Fold G 2'-8" x V-8' x 1 %4' Solid Core Wood. Steel, or Masanite Door H X-8s X L'-8s Solid Core - Wood - L-Panel J 2'-6" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-810 X Li-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction (2lOPIOAL PATIO%SLAB EGRESS 12'-8" N I ° MASTER to Ur BEDROOM a0 8'-0" A.F.F. _ qlv Flat Ceding . uj b i N O Drger i wall ■in:� . Il O Rod E'Shelf -O" I ✓amity to c I I Is �4 Y,"h1g o- O CLO E III ,r\II I Rod t�ShelPIX�I �IDW/�')ATHKITCHE A.F.F. l"I - Flat Ceding 6'-0 10'-5" Upper cabinets to e_xt nd over Ref. Q "'° - - 8'-C 12" x 12" Concrete column / block idled with concrete and (2) #1 bars Vert. tied Into lintels above Covered Porch \%_� / I 8'-0" to T-8" A.F.F. Vaulteld Ceiling GR IAT ROM I I I I tr N x 6" knee -wall B! 0" to 9'-8" A.P.F. w1, counter top I Vaulted Ceiling `jJ I DINING ROOM o� I . I ♦♦ I Vanity to be 34 Y,."high R-II Bette Ifle"Idn O A/C 14 Steel Ballard #1 7Sas detail oA J,hhia eba4t� a I ; r I 22' x 64' IT, Provide auto I Attic hAsaess O I ° closer � _ _ W_ Meter 150 Amp Panel /mil a E RG GARAGE EGRENES Y O JhW-i'l A.F.F. MTIC 0 IRV Flat Ceiling ° r ----- 1 Block wall in `r I garage to be i struck block i o I 1 I t, g % '�­16 fll 1 - • 8'-O" A.F.F. Flat Ceiling SECOND min BEDROOM �; 0- -EGRESS i o_ COVERED 12" x 12" concrete PORCH with con rate and (2) into lintels 3'-5" 9'-O" 3'-5" L 2' 8" 15'-101, 4'-2" 3'-4" 9'-6" 11 I in I 3'-I" block filled •s Vert. t1e p \in 6" :e 1 Install windows thru buck into block with 3/I6" tap -con with 11/2" penetration at 6' o.c. max. Attach buck to block wall with from each corner and 20.' o.c. max 1/4" dia. Elmo cone screws with min. thereafter at jambs and 20' o.c. max. 11/4" penetration at 12" o.c. max Exterior face at head and all 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 Varies of well ones I"x4" P.T. Buck nailed to #8 Wood screws thru jamb into buck INSTALL VULKEM BLOCK SEALANT lock with came hardened nails ON ALL JAMB, HEADER, AND at each hinge and IS' o.c. max and Detail at Windows prior to window attachment 51LL BLOCK PRIOR TO BUCK D et a l l a t D OOr prior eo door attachment INSTALLATION NTS NTS Braden t Baden AIA, PA �rine Building Corp. Date Drawn: Revisions : Sheet Architects - Planners 41'1 S.E. Coconut Avenue d Clt Ther a n aron GARAGE LEFT Drawn bg: REVIEWED FOR 2- Tel : (112) 281-8258 C.C.U. ;BODE COMPLIANCE Spanish Lakes h Fax : (112) 281-8283 Checked b 9 T, LUCIE COUNTY E-mail: bradenaiaecomcast.net c,..__6 C1 "idaYQ/ wee�nnnnz"9 St. Lucie Countg Florida D.R.B. Qr1(;0 OF 5 Comm # 12-2� B .7 1 ilz�UL. I U1`4;;�/"-�" IX%/ I Z__..w? 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. -I• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-T STEEL. 11. 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 IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision Sold treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all 4. Verify all recess thickness at showers, tile, etc.... excavation, backfilling and compaction is complete. S. Contractor to provide filled cell With concrete and 1 45 bar vert. at 48" If soil area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. area shall be re -treated with a chemical soil treatment including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 6. Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1, Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of a copy Of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade (.0, meeting ASTM A -IL and A-35 specifications. ALL Anchors to be A-301 steel. g. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. C #5 bar vert. w/ 30" overlap Fill cell with concrete and " E et Pilled c (1) #5 bar vert. ftypical). Thicken edge to 8 x8 each Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR 48" unless otherwise noted one #5 bar continuous Vxk" #10/10 WWM on Io mil Visqueen over O Contractor to provide Wood see foundation plan notes for clean compacted termite treated Pill Base Cn proper Foundation chairs spacing at openings GRADE or proper steel installation 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over 1D — / clean compacted termite treated fill Grade °Q i� lilt II!� =� � - 'I!I'� �1111 III'liil�l,llll_ H-JIII 111 % x 18"d Concrete tooting h — -- wit (2) #5 bare cont. and s _ I transverse bars at 48 o.c. I j TYPICAL FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. Step per ,.,.i. foundation plan " " :..: 0 LT \j-1 DETAIL AT 12" x 12' concrete column block Pilled With concrete and (2) s1 bars vert. tied into lintels above Top of Tooter IL" below finished floor -I 17 #5 bars cost. bottom steel ARAGE STEPDOWN Srdl P 1/2" = I' - COLUMN FOOTING DETAIL Rfl PORCH SLAB EDGE DETAIL 30" min. SCALE 1/2" = I'-O" #5 bar vert. w/ 30" overlap Corner Steel Lap at each filled cell nts #5 bar cunt. in curb Fill cell with concrete and (l) #5 bar vert. (typical). Filled Cell Masonry Column With One Curb height Max sppacing shall not exceed 48" unleas otherwise noted #5 From Footin g To Tie Beam Verif based on Wood see foundation plan notes for Conc. Fill To Be 3000 PSI Foundation plan Base spacing at openings See Floor Plan For Location 4' concrete slab with fibermesh OR w VxL" #10/10 WWM on L mil Visqueen clean compacted termite treated fill over r' •§ 30"x30"xl4" concrete column footing with (4) 45 bars each way �I�IIII;;; Ilia= 14Iw x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. GARAGE CURB DET LE 1/2" = i'-O" 2" x V PT wood secured with 1/2"dia. x L" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTSIN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT MLIT Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners '411 S.E. Coconut Avenue 11(B Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net I- 14'-O" -1-' ;.I 1 20'-0" 1 r- o FI I 24� I f.. _J I N I I " 10'-0" PATIO/SLAB ---n NN -r — -- ___° — ---t °° T x ®I_ _ J ® J Filled cell under girder above o Rear Patio/Slab 1 to be poured separate UJ ®I from the house slab. o I I Thicken footing to 24'w x 14"d x 24"L I I I©i under filled cell 1 a I under girder bearing. L —1A 4— — _ — — — — OC ° I � FI 1 m I Rear Patio/Slab to I $ U c be flush with bottom of ° ao u o -u 1 sliding door recess. H?'I Slope 1/2" I i 0.N i- °i ' I '- i r- i I 1'° I I FI H.B. I I I 4" concrete slab with fiber ash OR I ° ° 6"x6" 1110/10 WWM on 6 mil Y squeen over clean compacted termite tr ated fill I 0 1 n j0 1 I °I ° _ ❑ 5---� XL I rr- i I 1 ° ❑ (9 A/C 1 4'0 Steel Ballard FI 1 F5 ? filled w/ Concrete 0 _ col I ° I oL� I IFQIa�I ° L--� I I ESE I I I I E «+ I I I ° L_ al 1 0 n- 1 ° 12 o a O ° ° I " ro u I fl I I °� cn P51 -----J ° Q VO q _ -T-T-T-T-T-T- o 11 1 1 1 1 0 0 IF I LU ° 0--------- ° ° 1.5" Recess for ° ° ° ° — — — °° - — — — — — — " arace oor 3'-5" 9'-0" Winne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 3'-5" L'-2" Jla 12" x 12" concrete column block fills with concrete and (2) #1 bars vert. ti iota lintels above I fro UU r as Nam c a_ FOOTING SCHEDULE. Mark sir. onamtm I 14"W x 18"D MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS F 12'W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 14"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F e"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14'W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURS W O'-O" Date Drawn Revisions G3-25-20 GARAGE LEFT Drawn by: siz vli VV W Wk C.C.U. ODE COMPLIANCE Checked by: T LUCIE COUNTY D.R.B. nnrr_ Sheet Comm # 12-2� 3" a OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgywood I. Use nails or screws bas d on ress re for root stated in permit info box on t�ese pans for zone 3 Ke Area Ede Field Fastener Max. essure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4 It6" 8d ring shank 16 psf Zone 3 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or sC,rews based on res ure for r of stated in permit info box on these plgns 1lor zone Concrete / Lintel Column Verify with Plan "x 12' nn Block v#'1 1 Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90e bend bar with a low min. lap at top bar. Provide #5 bars with min. 48 bar dmmeters overlap into beam. Tie filled call steel into continuous beam block steel. ;I Provide Cast -Crete = r= BUS-OB/precast in lintel set mortar Min. 8' Bearing Provide 35 bar set in pre -cast lintel into beam where length or the opening calls for it. -_-4 R-11 batty Trusses at 24' o.c. see shop drawinge� by others R-30 Batts II batty Provide p:r8jamb I `[Frame ceding transition (T III as needed using metal etude I I oimad Filled Call 7IN held verily exact configuration and sizes details into filled cell Drywall ceiling r • I see typical section I � I 4" Sr;, -coat {; Ceiling transition Insulation Detail nts Provide Its bars with min. 48 bar iameters overlap in Pilled cell. Tie I I Pilled call steel into continuous looter steel. • r .' Y !. .e ` , Concrete Footing (see looter schedule for exact wized DETAIL AT WINDOW OPENING IN CBS WALL Scale. 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' bloelung to wart, leg of truss with 10d x I.V nails at 4' o c. :r Install Simpson MGT into wall using dia. threaded rod set on. 12" \ into net beam and (22) IOd nails into truss Poured Cc concrete t TRUSS BLOCKING DETAIL Pared Concret AT GIRDER STRAPPING concrete black AT CENTER BEARING POINT na facture NTS n 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D T,4pa 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plilwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 Ib Pelt underlayment installed with min. 4 wide laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet flommonai Precast Lintel u #5 bars Lintel Bar Clear "All "B a '� • Length Length Span Bars Bars ' ;t: i lj • Y,' 1 i. yV; . III CLEAR i+~•' e i 1 1 2'-10" T-8" 1'-t 2,43 none ----y `-- —o �----� 3'-6" 3'-4" 2'-2" 2,#3 none 0Pa-OB/IT GPO-15/IT 8F8-18/2T _Additional 4'-0" 3'-10" 2'-8" 2,43 none .: , .. #5 bars .t • 1 CLEA , c.;., '• 4'-6" 4'-4" 3'-2" 2,#3 none One Rau of "H' "./? ®lock Above ti. 5'-4" 5'-2" 4'-O" 2.43 none vi -8" 4'-C 2,44 none F `'? recast Lintel F •:t.: Additional '"� ( 6'-6" 6'-4" 5'-4" 2#4 none #5 bars ---- s, T-O" 6'-2" 2,45 none OPK-IB/IT OPIL-�/1T NOT�5; 8`-4" 7'-10" 7'-0" 2,#5 none 1. min. coverage of steel-1.5" 2. min bearing required a ea. end 8" ALL reinforcing steel is grade 40. 3. standard for ramp. steel—ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark or 111 Unit width SIu I Castlfc E S " Above Bottom Steel saw Top Steal Sire Goad 4 (PLF) L� (PLF) Load (PLF) L22 2'-24 3'-96 SP0-05/IT 1 85 3061 5rL1 1024 L31 ®' 3'-r 4'-W BP0-05/IT 1 05 25N 131 193 L45 4'-6' S'-10" DPO-OB/IT I #6 III 101 331 L60 5'-0" it 1Ma-05/IT 1 s6 1230 035 121 LLO V-8' 11-C spa-OB/IT 1 86 lop 121 534 Lao e'-O' ell 01100-11I 1 #6 2 si 162 511 512 L140 411 10'-L" 0P0-I8/2T I si 2 s5 111 530 401 L406 ar-0" IC'-L" OPIL-I5/2T ONE 1 85 2 $9 533 03 401 1I00 10'-O" Ir-4" OP0-15/2T 1 a# 2 95 502 414 452 L1008 10'-O-1 II GPhL-I8/2T ONE I 1 #5 2 1 95 r3LL 1020 452 L120 12'-O' 18'-4' BP0-#3/2T 1 #5 2 85 4 n 428 324 L1205 17-�W/ 131 �11L-IB/2T ONE 1 #5 2 as 1016 110 324 LMO W-00 B'-4' *PIL-I0/2T ONE 1 #6 2 86 1250 11 251 LILO IC-O' ri'-4• 8PO-0/2T 1 #5 2 i5 300 M2 194 LKOB III ri'-4' I SPIL-I5/2T ONE 1 85 2 a5 1110 500 144 - 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. Smipson HETA 20 or equal hurricane a c or at each trues with (10) la� x 11/2' nails - f 24' o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge k Fascia 12" 2" x V Sub-Fasci ralican full o vent vni soffit installed wirrgg 1/8' dia shank x 1.6' long gale. roofeig nails sith 3/8' dia. head per prodsct approval —see chart sheet 81 12' x 12' concrete column black lilted with concrete and (2) #1 bars vert. tiaij � Into bntels above thicken edge to 8"x8' with concrete and one 45 bar continuous BEYOND Top OF Tooter 16' below finished floor w 'l�II:!EI�'1l1= 4 Aluminum Drip Edge t Fascia Flash and Counter Plash Nail ledger to gable end truss with (2) IOd its at each web �\ 5/8' thick stucco on 3B' III lath attached to horizontal and vertical wood framing with nwls or staples to provide no 12 than 1-3/4` penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. all 30' overlap at each Pilled call Rear Patio/Slab to be flush with bottom of sliding door race". Step per foundation plan a Slope per foundation plan °D duminum Panel two per manufacturer See Tuoical Stud Detail 1/8" x 3/32' Wing Nut er and pp w/ ing perm menuractureir's Details acX SM Stud Detail Stud w/ Die Cast Zinc "*a Nickel Plated Wing Nut Mush Mounted Shutter Detail nts Brace Gable and with 2" x 4" SYP #2 Oft back nailed to bottom of top chords using (2) IOd nails at Each truss PRE-ENGINEERED WOOD TRUSSES S 24"o.c. TYPICAL ( shop drawings by manufacturer ) I w � N� X N 1° H nL UJ =s w w ofa 0 U o0 tnq�� VCJ I Brace Gable and with 2" x 4" SYP #2 min. aft back nailed to bottom — or top chords using (2) 10d nails at each truss Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8 dia. threaded rod with min 12 embedment hurricane anchor at each truss into beam (22) IOd either wet not or in epoxy with nails into truss. Add blocking to ( 2�" o.C.) supporting Max. pp 9 truss leg per detail on this sheet ETA 20 1810 lbs. uplift )tU (H w a X " as t �a N = so 0 d UI a u tOD 01000 a V- 2 n t N P1l All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ETA 20 Mortar to be Tgpe "M" oiI proportioned Der FBC R601.1 and Mortar joints shall comp y with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) (III cell with concrete and (I) bar girt. (t . Max. spacing shall not exceed ^ O FLAN 48" unless otherwise noted see foundation plan Horse far — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibarmeah OR spacing at a — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET VxL" #10/10 WWM on 6 fill Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated PIII - 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 IIII TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION TUblcal Section at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE a 2 4 c N \R-30 blown fiberglass a Q in bottom chord of trusses p fin o -1/2" all with smooth finish in o UJ Two rows of beam block Pilled with concrete y -and (1) 45 bar cost. in each row. Substitute grecast lintel filled with concrete and (1) #5 ar cunt. for bottom row over openings N 1/2" drywall over Is x furring strips at 16" o.c, with R4.1 fi-foil -insulation on typical 8' Block walla �ImimImImIN1m1m1m1m161MIMI 1111101WA IN MA 414 4 WIA OEWA I I - ... - - -- 11MEWS& —010WHI 11 I, VS. MAN IIN wo M"A 1� li " 11• WE EJ "rw We— ra i-4 W, A" �i 11 screws with a.- 1�wo 1� I if IArm �Fe rim Scale : " _ " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden t Braden AIAe PA one Building Corp. Date Drawn: Revisions: Sheet Architects - Planners 3-25-20 411 S.E. Coconut Avenue GARAGE Drawn by: Tel: (112) 281-8258 The Grand Carlton LEFT C.C.U. e Fax: (112) 281-8283 E—mail: bradenaiascomcast.net Spanish Lakes Checked by: Atnnrt PI 'AACICIL >ltoArnnnn4A1) St. Lucie County Florida OF 5 Comm # 12-2� B •2-19 PANEL "A" - Pale• I BR Losd Wee Dosen111im neat Iwed Deseriptian Wee Lead BR Poles I 20 1.2 ko #12 Rerrigerater I RMOR 8L 12.0 ke 50 2 1 20 1.2 ko #12 Cloth" Washer 3 1 20 13 ko *12 Kitchen S.A.C. 5 6 Droor 810 6.0 kw 30 2 1 20 1.5 ko #12 Kitchen S.A.C. 1 8 1 20 #12 Bathroca Rocepts 9 10 Arc Can *10 6.0 km 30 2 - 1 20 1.2 its #12 Diohradur 11 12 I 120 1.2 km #12 Mia o score 13 14 Air l4wAor 810 5.0 ka 30 2 1 16 - #14 Gerard Lighting 16 IL I 16 #H Generd Lighting 11 18 WH 810 6.0 kw 25 2 - 1 15 - 214 Generd Lighting 14 20 I 16 - #14 Gonerd Lighting 21 22 GDo $12 0.81 KW 20 1 1 16 - #14 Geiwd Lighting 23 24 Spam ewe 26 21, Spam awe 21 28 Spam Spsm 2-1 3o Spey PANEL "A" LOAD CALCULATION SHEET Load Description Qt . I Watts Total(Watts) Range......................................................... Rerngerator.................................................. Microwave..................................................... Dish Washer Clotho$.4).+98h4f.............................................. Clothes.Q�y4f................................................ Water. Heater ................................................. .Garage.Door.Opener....................................... 1135 3 5.205 2 1.500 1 12,000 -3,000 12,000 1 1,200 1,200 1 1.500 1.500 1 1,200 1,200 1 1,200 1,200 I 1 5.000 5,000 1 4.500 4.500 1 810 810 Total Watts 3 AIIS First 10000 Watts 0100% 1 10,000 10,000 Remainder 25AIH 940% 1 O 10.246 Electric Heat or A/C 10.000 065% 1 10.000 10.000 Calculated Load Watts 30.24L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.02 Panel Size Required = 150 Amps] Electrical SL,mbol Legend S Single Porte Satoh ® lRemossad Can Light Double Poke Satoh E II Recessed e Push Button Batch Exhaust Fan -.9 D Outlet ¢ Cakng Marred Light -0 special Receptacle Well Mounted Light aloe ground fault circuit Light with Pall Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxde Detector 4& Flood Light Q Thermostat Electrical Pastel ® ® Central Vise 8 EleetMeal Melee ® Smdu Detector Ceiling fan ® Televismn Jack OTelephone Jack AC DISC I A/C Disconnect ® I x 4 Floreaeent Light ® 12 x 4 Florescent Light ® Speaker Hook -Up F = JUNCTION BOX TO SUPPORT A FAN O - THERMOSTAT LOCATION B/A = BALANCED AIR 11,3 CFM IOxIOxL MASTER BEDROOM 143 CFM IOtdOxt OPTIONAL PATIO/SLAB 12x12x9 B/A ° B/A CLOSE Soffit fp9ATH 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 2" PVC Schedule 40 ConduitS A P 40 conduit sleeve 60 into attic MCB PANEL AHU PANEL AHU 200a rated meter can 200a rated meter can ME R Intersystem bonding ME ER Intersystem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' ngid service FPL 2' rigidserviee FPL PATIO/SLAB I I GR AT RO M ContiFill�'on ee K I 12e L------ir - IN I r M8x4F CT I I #I r_ _ui I 22• x 54• I�" I F I At�� II 2p1 I L---- I 150 Amp k Meter Panel Ih� GARAGE r----------------- i I I I I I I I I I I I I 1 I I 1 I I I I I Registere g ran 1111141 CFM IOx1Ox1 DINING ROOM ­11- ATHk 232 CFM 12xLx1 SECOND BEDROOM 1 I \ 1 12x12x9 "y B/A COVERED PORCH 1 1 ground rods 1 I ground rags j"`IIIIIIIj E C� A N I C "L L A U T ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall use AL-CU Landing lugs. NTs - Contractor shall torque lugs LA.W. - Contractor shall torque lugs I.A.W. SCALE: dd" _ I / 'T - + " I - 0 manufacturers recommendations which manufacturers recommendations which shall be verified pmor to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper Wire only- Prom panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a of not less than two from 20. All equipment and panel sizes shall be verified before The to 2. Provide and wire a required smoke t Carbon of period years ordering. contractor shall provide circuit routings Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical (}ear from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected other phase of installation that nag 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 raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ F13C RMIL02 A/C be the requirements necessary for the equipment to be placed in 23. All exposed wire below 9'-I" shall be installed 1n metal EMT 9. RefrigHg ! lines that are run thru slabs must proper working order. P 10. &eeived in G ALL A/C Equipment shall complg with energg calculation 11. All work shall be done in accordance with the N.E.C. and shall complg with all local codes and ordinances, and shall 24. conduit. Dr Vents be Braden It Braden AAA. PA 11. All work shall be performed by a Incensed electrical be fully meet all standard requirements of the local electric utility er to installed per FByC RMI502 Architects -Planners contractor, the completed system shall operative. Contractor for and telephone company. 12, shall pay all Tees, permits, testing, and 411 S.E. Coconut Avenue 13. In ections including blower testing where required. All be trades to 18. The electrical agstem shall be completely and effective) Tel : (112) 281-8258 work shall coordinated with other avoid grounded of required bg the latest edition of the N.E.G. 14. interference with the progress of construction. All required insurance &hall be provided for P 19. All material shall be new and shall bear underwriters' Fax : (112) 281-8283 protection against the public liabilit and ert damage for the 9 p y P oP $ 9 labels where applicable. E-mail: bradenalaBcomeast.net Ci .. d06. .. w w Exhaust Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFi Install owlet under disc. w H B not shown or Q clarity Vent_ thru aSoFfit A/C C Meter OPTIONAL AB vsi Div r r .,, •- � � � ,'Covered Fora-, MASTER BEDROOM WP GFCI �\ I \\ r / N% \S I IN I - - - Smoke / Carbon R AT Monoxide Detector R OM Combo Q � I I GFCI - I -, - 5 CLOSE © I I Ij er,rc' I I I � m J _ II g s---, GFCI I I RIOOM 1 / NING I; FC \ I GFCI GFCI \ �\ O'RFM ° • I I , I� KITCHEN IL - - - - - - /24" I 3'-2" 3'-2" Hines F C.M. Detector ik only per FBC __ - R314.3 r.cr� GF C 42" GFCI W.H. 1 Attic W J L 150 Amq T Optional Panel Pull chain I panel location e light in attic 42" GFGI GARAGE I Garage Door Opener r----------------- i I I I I I I I I I I I I I I I I ELECTRICAL FLAN 50 CFM F N I C J F I \\ ?Or Cente y \SECO90 i BgDROOM Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14,16 sq. ft. required Provide A Continuous Vented Soffit Wanne Building Corp. The Grand Carlton Spanish Lakes St. Lucie Countg Florida / WP \ COVERricr f-1 � P'01PCH SCALE: 1/4" = 1'-0" Post Light with "-Vno Photo cell I l"' u u Exhaust Duct Thru Soffit Wire For Front Post Light Date Drawn Revisions Sheet G3-25-20 GARAGE Drawn bg: LEFT C.C.U. REVIEWED FOR - Checked bg: DE COMPLIANCE D.R.B. T. LUCIE COUNTY OF 5 Comm # 12-2b B