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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sv crimp metal roofing attached to plywood dock using #9 x LF2" wood screws with self sealing washer at 12" o.c. max apacmg over A5TM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two gggered rows 12` o.c. in field. Attach b/0" thICK cur- Coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" `hoof ELEVATION NOTES: Gulf Coast 5upplg and MFG 5v Crimp Metal roofing FL 411651.12 24 ga. 5v crimp metal roofing attached to plywood aeck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 side laps and 6" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced L o.c. at all laps and two ataggered rows 12" o.c. in field. Attach nr4 t� rnlses II.Inn attachment detai on this sheet .' V YIIIVA VVY VVI UI .'1.{.I/te v WTI 4t I.JIVu' I.. VI14e1VYie finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12L unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 - Any changes to tills plan shall be submitted to the architect 24 wood' 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval In writing prior to starting construction. (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end /� laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - Return ALL Stucco Bands Into Window or Door. spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detatl on this sheet 12 4 SLOPE 12" 5/8" thick x 8"w cut coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction = Finished Floor------------------------------------------------------------- LEFT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doore, Overhead Doors, sliding Doors, Windows dt Skylights Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TESOpening EE traction to Design Pressure of Approved Testa 1.2.3 {� FL# 11499.2 Single Hung Series 185 MI Windows and doors L A. x cons y mlrt. pgn�.{ptn at m�axa Tom each corner and I C.C. t eree ter throw uck into I filled CMU wall maintaining min 2.5' edge distance In strict adherence to the rodact approval. ± 60 psf A Il-IIO8.30 Overhead Garage Door Model 824/811 9`-4" max. width 19N& max height DAB note x t" eemrne art 1 p bin rsrt. "rre */*• x a• HiIhtt1 Hic 81eev" mxhee 7e' de eaNe mth inn 4 edge d tin . Intel treek to Ixek na lU ill.' x 1 s�/"*' w throw by rc . m oeh traekee namesn w inn d I.6 "sdye detanee - GC m xen"eely ee .re to praduet epp wN 10-9-21 + 50.0/-LO.O sf p $ FL# 15213.1 Fiberglass Smooth Fiberglass Plast-Pro die. tapcon with min 1.25' embedment at C max from corners and 14.5• o.c. max. thereafter in jambs. +45.0/-10.0 C FL# 15332.2 Sliding Glass 9 Dos Series 420 MI Windows and doors ram aee% corner and �oa' douDs ram t rea earcihr°taug�l max IT sack into solid (died CMU man maintaining min 2.5" edge distance in strict adherence to the product approval. + 48.2 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method '��y Ezpiration D. Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4 x 2 3/4" tapcons with min 1 1/4' embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25' self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU 11451.12 5V CI Metal Roofin g Gulf Coast Supply and manufacturing 26 gga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wooQ strove with self aealmg washer at 12' o.c. max sRacing over ASTM D (type 2) 3o ib relt underlayment installed with min. 4 side laps and L' end tape fastened with corrosion resistant tin caps and with 1.25' ring shank nails ?aced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented ModVingSoffit Kagcan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Instwithall soffit tc battens using +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4' dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13' o.c. at the top + 46.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record SCALE: 1/4" = 1'-0" 12 4 1 SLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply 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 underlayment installed with min_ 4' side laps and L" end laps fastened with corrosion resistant tin cap* and with 1.25" ring shank nails spaced IV o.c. at all laps and two staggered rows 12" o.c. in field_ Attach deck to trusses using attachment detail on this sheet r coral finished stucco bands Ili I� fol! ICI � A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on x 4" studs at W' o.c. base -board 11 11 / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Viaquaen over clean compacted termite treated fill nterior Non -Bearing Partition nts /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 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 5/8" thick x 8% cut coral finished stucco bands 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: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorgg: II Wind Velocity: 165 mph ultimate Mean Roof Height: IIII'-O" Roof Pitch:Ja2 Internal Pressure o�ent: tj2jg Subjectability to damage from: Weathering: Negligible Termites: Verve Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load 'ombinatlon: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL: O.LDL+O.LWL Components E Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.6 pat Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door.+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yas Are Components an Cladding Dei ss Provided? Yea Minimum Sal Bearing Pressure:2.500 si, Presumptive: X By Test: psi SEE PRODUCT AP ROYAL F R IMPACT PROTECTION FOR OPE INGS ROOF LIVE LOAD: 31 pet ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD- -46�t FLOOR DEAD LOAD: 10E psf ITCH 0 = Roof Zone I Walls Zone 4 Roof Zone 2 ® Walls Zone 5 END ZONE Corner Zones - Roof Zone 3 JoB ADDRF_ss: ll Verde Vista I 0 I01 o FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1`0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2%" 2�2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m o shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix ^3�a" 2%" 6. Drywall at ceilings shall be leveled and attached to bottom chord 4" of trusses with screws per FBC R�02.3.5. o a 2/, 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. /2" 12. Lowest finished floor to be set by Governing Building Department ` surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" L" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x block with case hart materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C1394 be C40, C1002, C104-1,C11-11, C1178, C12-18, C1395, or and shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation dr wall into Spacing of Maximum Nails Ficrews wood framing mein era 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long „ i2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8' long with Walls Ether 16" g" 14. Direction 15/64" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" lloong with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail a OR Walls Either I6" g" 16" 0.09T dia. xx 1 -1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" die. x 1 1/8" with 19/44" head. Install SGD thru buck into block with VIC' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product ai�prc 19. ALL ceramic tile 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 CIli8 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max s;iacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and (" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails paced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach eck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails 4 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. at 24"o.c. TYPICAL 18Iolbs. upirt (shop drawings by manufacturer) Aluminum Drip �-0 R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (l) 95 bar cont. in each row. Substitute Kaycan full a vent vingl soffit installed using 1/8" die shank x 15" long gals. precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings roofing nails with 3/e" dia. head per product approval - see chart sheet a1 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 ti-foil insulation on tgpical 8" Block walls 5/8" thick light textured Z All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. "M" block construction Mortar to be Type only proportioned per FBC R401.1 and Mortar Jonta shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill °D 7. Grade -Ii- I--° -IIII=IIII,,,,IIII... IIII-i�°' 14• TYfi ICAL SECTION 14"w x I8'Sd Concrete footing with (2) #5 bars cunt. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" to Masonry Beam / Wads I 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_�� I I 12„ ' e I2 I BATHER LAV-1 r LAV-I 2„ I „ WM-I 2" wC-I 2'i 2" LAUNDRY 3" 2" BT-1 3i, s-i 'I 2" AAV IIL2• VTR 3„ I 2' KTICHEN 2" 2„ LAv-II 3" 2" 2„ 3 WC-1 BATH #2 ST-I PLUMBING RISER a To Septic I" x V P.T. Buck nailed to O block with case hardened nails I prior to door attachment Is n Masonry Wall �-�.�;•=.,,, - Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with S l i d i n g D OOr D e t a I 1 I penetration at 6" ." max. fromom each corner and 20." o.c. max At Maennrii Illall NTS thereafter at Jambs per product approvaljamb l.Ulndow Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3 ve" 54%a"x 63i4" Single Hung ZONE 4 2. V-2%"x 5'-3 %" 15' x 63 W, Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 2l'/2"x 38V Single Hung ZONE 4 4. 4'-5%a"x 4'-2%." 1 54%a"x 54Ya" 1 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 by contractor with manufacturer s specs prior to construction Door Schedule lark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X IrI 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X 6'-8" 41 %i"x 83�4" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" x 81 %2" aPr`°r'R »°on Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %' E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x I s/4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel NINE OPTIONAL O PATIO/SLAB ° ° ° ° 00 oa O EGRESS A 12" x 12" Concrete column / block filled with concrete and (2) #1 bare vert. tied into lintels above Covered Porch 12'-S" N iIL!JI lUo 0 ° Oo 1 1 1 1 101Oo C. is c L MASTER q min U BEDROOM ° - � � 8'-O" tol 9'-8" A.F.F. V- a m o 8'-0" A.F.F. � Vaulted Ceiling ~LLtn Flat Ceiling o GREAT o R0�7M 67 D Rod ilhelf I I I H.B. M Vanity to In Is I Uc 34 Y2"hig � I I cv � C L o I C Q g?o I o O 2" x below G" knee -wall top 8I-O" to T-8" A.F.F. IV counter I Vaulted Ceiling i I DINING LINEN CABINB _ J Rod 4 Shelf 8" 3s F� I ROOM O M C w ji I ��I .�, ul ,ATH a `� � I Vanity to be 34 Y2"high ° Tit) H3h8all ° KITCHEN 1 0 then hVani D wall L - - 1-1/2" - 1 e'-O" A.F.F. Cver hang d -IV Flat Ceiling HQ ° o I6'-0 10'-51, Upper cabinets to D O �LO ext nd over Ref. 3'-0"4" _ � tt 2" filler 4'-O" 1 . __ •° R^ I B BATH 2 O Rod I Shelf R-11 Batts ImActiaa w.H. < N _ E #1 4"0 Steel Ballard See detail tbia_sha i iTO o�I 22" 54" 1 F x a Q Provide auto Attie Access L!jcloser with light J 8 L _ _ i 22" -j- rilka'-O' A.F.F. ` Flat Ceiling Meter 150 Amp s 4" _os P nel m � `" SECOND m\ Oil C /� GARAGE E BEDROOM-' ERRESSY in O 8'-4" A.F.F. MT ° FM iIV Flat Ceiling r- ° p r----------------- EGRESS C `r I Block wall In I garage to be I '_ ° (] (] m ° C ° 1 struck block 1 ° T C V E R D x 12" concrete column block filled 1 14 -e I ORC14 with con rate and (2) '1 bars vert. tie, IE Into lintels above I 6' 2" I ® I 1 I D O 0° ° 11 eO °Ol IUIU1 9'-O" 3'-5" 2'-8" 2'-8° 4'-2" E� IS'-10" t 5'-4" 3'-4" 9'-6" le 34'-0" Install windows thru buck into J 2`-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold block with 3/14" tap -con with 1 1/2" penetration at V o.c. max. Attach buck to block wall with from each corner and 20.' o.c. max 1/4" die. Elco conic screws with min. thereafter at ,Iambs and 20" o.c. max. Exterior face at head and sill per product approval I I/4" penetration at 1o.r max and 4" max from each corner thru of wall / Buck to be I" x 4" PT Exterior face 2" x 6" PT Buck Varies \ t or wall K 2'-8" X ii Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info on sheet #1 �, ® l NITZ anes GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL .a 3D ill WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 ��I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT wood screws flirts Jamb into buck All rough opening dimensions to be verified by contractor III Detail at Windows b lock with case hardened nails prior to window attachment ON ALL JAMS, HEADER, AND SILL BLOCK PRIOR TO BUCK et each hinge and 15" o.c. max and at Detail at Door prior to door attachment with manufacturer s Specs prior to construction INSTALLATION NTS I NTS Braden It Braden AIA, FA Wynfle Building Corp. Date Drawn : Revisions : Sheet Comm � Architects - Planners RAG8-13-20 / 41-1 S.E. Coconut Avenue T h y rnd Carlton CLEFT E Drawn by: 2 O- 1! l Tel (112) 281-8258 C.C.U. 21 Fax (112) 281-8283 I", B E-mail: bradenaia8comcast.net Spanish Lakes Checked by: Stuart. FL 34994 #AAC000032 St. Lucie County Florida D.R.B. OP 5 r—I-7ti — --1 :D 11`71U1. I U>cr�4L IXL./ I r_—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. S• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL 15 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. I1. 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 I000 PSi OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any Other conditions be encountered, the architect shall be notified in writing for revision -4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24' o.c. unless otherwise noted (See section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—l6 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 5 bar Vert. w/ 3Fill cell with concrete and 0°' overlap (U #S bar Vert. (typical). Thicken edge to 8"x8" SCALE: 1/1" = 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 bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic pipinpenetrating concrete slab on grade floors shall not lie of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. at each filled c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one 35 bar continuous Cxt" 410/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR GRADE L"xL" #10/10 WWM on Land Visqueen over /clean compacted termite treated fill °D i<i — y.•.`'"01 " I Grade as =1II ` ; :� (III=(III=11111j1I,III1= Ili-1 I—ICI-111 (III (III— 114"w x 18"d Concrete footing with (2) #5 bars cunt. and 45 transverse bars at 48" o.c. PORCH SLAB EDGE DETAIL TYPICAL FOOTING DETAIL #S bar cont. in curb r SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR Curb height Wood 6"x6" #10/10 WWM on 10 mil Visqueen over Verifg based on Base clean compacted termite treated fill foundation plan #5 bar cont- Step per V foundation plan Grade r, r — ' I v 3" (2) #S bars cunt. bottom steel I DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete ' and (2) s:1 bars vert. tied into lintels above Top of footer 16" below finished floor SCALE 1/2" = I'-O" SCALE 1/2" = I'-O" Contractor to provide proper foundation chairs for proper steel installation 30 It min. SCALE 1/2" = 1'-0" #5 bar Vert. w/ -30" overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (1) #5 bar Vert. (typical). Filled Cell Masonry Column With One Max. spacing shall not exceed #5 From Footing To Tie Beam 48" unless otherwise noted g see foundation plan notes for Cone. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over Z clean compacted termite treated fill _(III=(III=11li= Single Filled Cell Column _lilil - NTS 14% x 18"d Concrete footing with (2) #5 bars cons. and tt5 transverse bars at 48" o.c. ARAGE CURB DETAIL SCALE 1/2" = I' -CT' ER 2" x 6" FIT wood secured with 1/2"dia. x 6" 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 �-rcJ IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT 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 t Braden AIA, PA Architects - Planners 417 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia5comcast.net Stuart. FL S4994 #AACO00032 m U I 14'-O" I'�A I lam' 1 20'-0" 1 10'-0" PATIO/SLAB r _ —I t ° II FI I ® Filled cell der girder above - 24" cn I ° Rear Patio/Slab r O I r J to be poured separate from the house slab. I m I I Thicken footing to 24% x 14"d x 24"L I I 18 under filled cell I E a under girder bearing. I — — — ° — — ° ° — I — — \ — —Fi — , 1 Rear Patio/slab to be flush with bottom of I ° sliding door recess. ' _ Slope 1/2" I I I I �- I I 'o FI I I I ^ 4" concrete slab with fiber esh OR I ° ° 6"x6" 410/10 WWM on 6 mil V squeen over clean compacted termite treated fill I I FI I I 1c I' '77 Q I 1 I N I� ° :r• w.H. I 4'0 Steel Ballard filled w/ Concrete FS �'o_ I ( COI I O�I of a l 'aID I I L I E�. I I I )>" I I I ` e t! I c E (W I' i I OI ) 3 0 1L fl LL O 1 `u O o I c v°mac cA F51 `-------- -I ° V U x I- IL o F I I F5 I 8 r—i 8 r1 Imo— -----------J0 1.5" Recess for ° O E ° ° ° — — _______ ° ° v arage oor 3'-5 one Building Corp. The Grand Carlton Spanish Lakes St. t-ucie County Florida 9' -0" II'-6" 8 12" x 12" concrete column block filled with concrete and (2) #1bars Vert. ti into lintels above FOOTING SCHEDULE Mark size Description FI 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 Q 30" x 30" x IL"D COLUMN FOOTING WITH (4) #S BARS EACH WAY 8"111 x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Date Drawn Revisions Sheet Comm # 8-13-20 GARAGE Drawn by: LEFT C.C.U. . Checked by: D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = U8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Kea Area Edrge Field Fastener Pressure Zone I leL 8d ring shank 45 psf Zone 2 4" L" 8d ring shank 1L psf Zone 3 4" 8d ring shank 84 psf ** Zone 3a a L" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verify with Plan \I Column to Lintel "x 12" fin Block --�kttl Rebar vvierlap Attachment Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 8U8-0B/OT precast lintel set in mortar-. Min. 8" Bearing Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for it. -`- ;L __= F>r..I Ir: •: ��I Provide PT Buck l^i ( .i attached per iamb �. details into filled cal 4" Pre -cast ' r'( X - f rc;::14-1 ern L�.i -1 l;•; . r.�;;. i f•;> -Poured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous / rooter steel. CBS WALL Scale: 1/2" = I'-o" NTS n SINGLE. PLY REAR GIRDER TRUSS Nail 2' x 4" blocking to Vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd malls into truss R-II batts TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using ad nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c- max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1-25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet �\ Additional Precast Lintel • „ „ " " #5 bars 4 Lintel Bar Clear A B %"� CLEAR Length Length Span Bars Bars 1 r 1 i i 1 �'�"• i i i 1 i 2'-10" 2'-8" I'-L" 2,43 none i "•.' i i i 1i 3'-L" 3'-4" 2'-2" 2,#3 none BP8-OB/IT 8FB-I5/IT BPS-IB/2T Addtional 4'-0" 3'-10" 2'-8" 2,#3 none #5 bars .., CLEAR_ ,:.!; i:• ;'' 4'-6" 4'-4" 3'-2" 2,#3 none me Row of "H` .`•!,;�.v 't Block Above :+..: y, 5 -41,5 -2 4 -O 2,#3 none 5'-0" 5'-8" 4'-4" 2,#4 none Precast Lintel Additional • ( L'-4" 5'-4° 2,#4 none is. ---- 10 #5 bars ----'i 1'-6" T-O" 6`2" 2AS none BFIL-IB/IT BFIL-IB/2T 8'-4" T-10" T-O" 2,#5 none NOTES: I. min. coverage or steel®IS" 2. min. bearing required 9 ca. end=8" ALL reinforcing steel is grade 60. 3, standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Cast -Crete Specification Rows of "14' Block Above " " Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max Upkrt Load (PLF) Max Lateral Load (PLF) L22 T-2' 3'-L' 8F8-OB/IT I #5 30119 1569 1024 L31 2'-1." 2'-8' 3'-1' 4'-0" BF8-OBAT 1 #5 2561 1363 143 L45 4'-5' 5'-10` BPS-OB/IT I #5 1106 404 334 L50 v-O" v-e or8-OBAT 1 25 1238 ass 121 LLO v-8' 1'-L' or8-OBAT 1 #5 1011 121 534 LBO 8'-0' 9'-4' BPS-IB/2T 1 #5 2 #5 152 Sell 612 L90 T-O' 10'-L" 81"8-I15/2T 1 #5 2 #5 (.43 590 401 L90B 9'-O' 10'-60 BFI6-I15/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-0' 11'-4' BF8-I15/2'r 1 #5 2 #5 692 494 452 LIOOS 10'-O' ll'-4" 81"I6-I15/2T ONE 1 #5 2 #5 1341. 1028 452 LI20 li 13'-4" BPS-IB/2T I #5 2 85 411 428 324 L120B 12'-0" 13'-4" 8Pi6-IB/2T ONE 1 85 2 #5 1015 1-10 324 L140 1 14'-00 1 15'-4' BFIL-I5/2T ONE 1 #5 2 #5 1250 1.09 259 LILO W-O" IT-4" I 8128-8/2T 1 #5 2 #5 1 Soo 192 194 L160B IL'-O` IT-'1" 8Pi6-IB/2"r ONE 1 #5 2 #5 950 50o 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGsARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LO/D REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 hurricane (10) IOdox 1 1/2"cnailsss ( 24" o.c.) sup i't Max. Ie101ba. u lift Aluminum Drip Edge it Fascia Flash and Counter v flash Nall ledger to gable end truss with (2) IOd " �ils at each web \ Aluminum Drip — Edge t Fascia 5/8' thick stucco on 3/8' hl-nit lath attached to horizontal and vertical wood 12" framing with nails or staples to provide 2" x 6" Sub -Easel no lose than 1-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical wood framing members Kaycsn full o vent vim ] soffit installed uwngg 1/8` dia shank x 5" long gale. rooring nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12` concrete column block filled with concrete and (2) #1 bars vert. tit into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan V Slope per foundation plan ... 7777777777 4L Trusses at 24" o.c. see shop drawingsq by others R-30 Batts -II batts Frame ceiling transition as needed using metal studs field verify exact configuration and sizes Drywall ceding see typical section elllna transition Insul nts C Crete Anchors Per Poured Concrete or Me uracturers Specs concrete black wall 1/4"Max h I it In Aluminum Panel I Saes per manufacturer vX See Tuoical Stud Detail I I N a 1/8• z 3/32" Wing Nut w/ W I $ approprmte washer and spacing I per manufacturer's Datei e ra wr a .oss• y d .on4, V c o O 10 E c� v I , M q4j 917 is as I =� � cc I i .le,c• o � Stud Detail E Poured Concrete ar I NTe E o concrete block wall \ I NickStud l Die Cant Zinc \'t Nickel Plated Wing Nu! � r0 N Concrete Anchors Per Manufacturers Specs ¢ j Flush Mounted Shutter Detail cite Brace Gable and with 2" x 4" SYP 42 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEEI;WD WOOD TRUSSES S 24"o.c„ TYPICAL ( shop drawings by manufacturer ) Brace Gable end with 2" x 4" SYP aft back nailed t or top chords usir nails at each true \R-30 blown fiberglass in bottom chord of trusses I ^I/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cost. for bottom row over openings 1/2" drgwall over I" x furring strips at 16" o.c. with R4.1 fi-foll -insulation on typical 8" Block walls 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 set or in epoxy with nails into truss. Add blocking to ( 24"" o.c.) supporting Max. pp 9 truss leg per detail on this sheet HETA 20 1810 lbs. uplift ria, - lie r VIA WA 61, NO U EMA NWAA i Mfg a A WON WE 4' A W', d WAR!. WA d FAA, I I —u WEE FAM"A UJ Gulf Coast Suotil Hill mili 7 0 E 22" X Attic Access "NAF WAS r, SLOPE with light mli n MIN NEW Sim All drywall to be installed per FBC R102.3.1 A. T and shall meet all pertaining ASTM codes. HETA 20 ao Mortar to be Type "M" on, pro portioned_ per FBC Rii and Mortar �ornts shall complg with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ax. showers, tuba etc...) Fill cell with concrete and ROOF o J` tU #5 acing Vert. (typical). FLAN � 48x unleasnotherwisneo noexceed Bess wespafoundation openings notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET REVIEWED FOR 4" concrete slab with Pibermeah OR — ROOF PITCH AT '4:12 UNLESS OTHERWISE NOTED ON THIS SHEET CODE COMPLIANCE 6"x4" #10/10 WWM on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER. clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ST. Ll1CIE CQUN'iY ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. IIL=LII'. III-IIII=III — ALL TRUSS TO TRUSS CONNECTIONS BY =III ,.�II1 TRUSS MANUFACTURER IIII=IIII=IIII=III =IIII Ili - — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14" FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Typical Section at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE sc:91e . 1/2" = I'-n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION -2-19 PANEL "A" Poles BR Load Wee Description arc# circ# Description Wire Load BR Pdes 1 20 1.2 kw #12 Refrigerator I Rance #6 12.0 ku 1 50 1 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 lie 812 Kitchen S.A.C. 5 g or or 910 5.0 kw 30 2 1 20 1.5 kw 812 Kitchen S.A.C. 1 s 1 20 - #12 Bathroom Recepts 9 10 Air Coriddaisor #10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 Air Handl 910 5.0 kw 30 2 I is 814 General Lighting 15 16 1 15 #14 General Lighting 11 is WH #10 5.0 kw 25 2 1 15 814 General Lighting 19 20 1 15 914 General Lighting 21 22 GDO #12 0.81 Kill 20 1 1 Is 814 General Lighting 23 24 Spare Spare 25 26 Spare Spam 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General LighUng..(3, watts. sq, , ft.> ..... , Small Appliance. Circuit(s), ................................... Range......................................................... Refrigerator.................................................. .Microwave ..................................................... Dish Washer . ...................................... ............. Clothes Washer ............................................... Clothes..Dryer................................................ Water Heater Garage. Door .Opener ... ................................... 1-135 3 5.205 2 1,500 3,000 1 12,000 12 000 1 1 200 1,200 1 1500 1500 I 1,200 1,200 1 1,200 1 200 1 5 000 5,000 I 4 500 4.500 I 810 810 Total Watts 35,415 First 10000 Watts 9100% 1 10.000 10,000 Remainder 25AI5 040% 1 0 10,244 Electric Heat or A/C 10,000 0(5% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed L PB Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light _0 Special Receptacle ♦ Wall Mounted Light aterpr ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-ml Carbon Monoxide Detector Flood Light TD Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑ 1 Telephone Jack Aoac A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 163 CFM IOxIOXA MASTER BEDROOM IL3 CFM IOxlOxb 12xl2x9 B/A I I - - - - - - - - - - - a I B/Ax9 CLOSE ■ Soffit iAATH 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 41 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule -LIJ AMP 40 conduit sleeve 150 MCB into attic Cg PANEL AIIU PANEL AFIU 200a rated rated meter can O can O METER METER Intersystem bonding L2"f=VC Intersystem bonding 2" PVC (FPL Termination pant ( FPL) Termination pant schedule 80 le 80 2" rigid service FPL 2" rigid service FPL GEC Bar�)#L8'er v C2alvan GECc fiatrL #`` c ve to (2) 8'-°�ial°vanLed ground rode ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER OPTIONAL PATIO/SLAB I ` 0 I w" 10, PATIO/SLAB I GR IAT ROM I I Center Registers 149 CFM on ceiling fan 169 CFM lOxldx I lOx1Ox1 DINING ROOM L- - - - - - � - A IC w.H. 22 x 54' Attic Access I aath light I L _ - - _ _J Meter 150 Amp Panel GARAGE r-----------------i I I I 1 I I 1 1 1 1 I I I I I I I I I I I I I 1-4 101 I � iR7MpAI peili ng, 2040 r I I I I 116" I I i ` 1/" I 232 CFM 12x6xl SECOND BEDROOM ( I \ 12x12x8 �1 B/A COVERED PORCH - 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 SCALE: 1/4" = Ii - Oi° shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onlg from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide end wire all required smoke f Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repalr of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected, other phase of installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. 14. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items For a complete electrical system and provide ail largest conduit or pipe From any other service. 8. A/C Return Air Balance Must complyy w/ FBC RMI602 the requirements necessary for the equipment to be placed in 23. All below 9'-1" be EMT 9. A/C Refriq�r�tInt lines that are run thru slabs must be proper working order. exposed wire shall installed in metal 10. sleeved inYYC ALL A/C Equipment shall comply with energy calculation 17. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall 24. conduit. Dryer Vents to be installed 11. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility per FBC RMI502 12. contractor, the completed sq_stem shall be fuliy operative. Contractor for and telephone company. shall pay all Tees, permits, testing, and 0 13. inspections including blower testing where required_ All be trades to 18. The electrical system shall be completely and effectivelg B work shall coordinated with other avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. Exhaust Duct Thru Soffit 4" Exhaust H.B. Duct Thru --F__ Vent thru Wall Soffit WP GFi Install owleAorLj) under disc - not not shown0clarity Q AI Braden t Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia0comcast.net Meter i I6" MASTER BEDROOM i i i OPTIONAL PATIO/SLAB �-- ---v / Covered Porch-, T Dj WP GFCI I \ \ I \ 1 I Smoke / Carbon R A T Monoxide Detector R OI O M Combo O r I I I I I II I TV 11 I II I (1 1 I DINING GFCI FI ROOM I, \ I GPG CI PCCI � \ i K=� °r KITCHEN -- -1 SI/ L91----- °24" 1 3'-2" 3'-2" HIMES F / C.- Detector -_lizzil onlyy per FBC --\ 314.3 I°° -- CLOSIE 111 GF GFCI 42GFCI " " � w.H. 22" x 54" Attic Assess i with fight - I \ L J \ T ' - 150 AMR Optional Panel 1 panel location Pull chain light in attic 42" GFCI GARAGE Garage Door Opener r-----------------1 I I I I I I I I I I I I I I I I I I I I ELECTRICAL PLAN U / _._- °_-- - - - - -- I /u,® CM , \ 1 Cente \ ��\ L}.-� \\\SECOND 1� nOBEDROOM \ / PB / WP GFCI I-1 PURICH I SCALE: 1/-4 = 1'-0 Post Light with Attic Ventinci Calculations EBC 2309.1 Total Attic Space = 2124 sq. f t. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit WLInne Building Corp. The Grand Carlton Spanish Lakes St. t-ucie County Florida Photo cell `m W u Date Drawn Revisions 8-13-20 GARAGE prawn by: LEFT c.c.u. Checked by: D.R.B. w LL Exhaust Duct --Thru Soffit a W re For Front Post Light REVIEWED FOR CODE COMPLIANCE ST LUCIE COUNTY IROC117 Sheet Comm # 20-I,ol 0F 5