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HomeMy WebLinkAboutCONSTRUCTION PLANS12" 12 4 1 SLOPE LEFT Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM O (type 2) 30 lb felt underlayment installed with min. 4 side laps and 4" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank malls aced 6" o.c_ at all laps and two staggered rows 12" o.c. in field. Attach RIGHT ELEVATiON ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: i14' a 1'-0' Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #q x 1.5" wood screws with self sealing wasfier at 12" o.c. max spacing over ASTM D (type 2) 30 Its felt underlayment installed with min. 4 side (spa and 6" end' laps fastened with corcosion resistant tin caps end with L25" ring shank Halls s aced 6 o.c. at all laps and two etaggered rows 12 o.c. In field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = F-O" Product Approval Submittal affidavit Opening Schedule Smiling Doors, Overhead Doors, Sliding Doors, 1111ndowe k Skylights Opening Type NOA/F'L NUMBER Product Model # Manufacturer Glass Attachment method TAT Ezpiration Date Design Pressure of Approved Testa 1.2.3 t4 FLU 11499.2 Single Hung Series 185 Mi Windows and doors nra°'a C rl'rf; y" t e�s {er thro�g�"PT 6"urkinto s°o�d ° o I ainng awn 2. distance m strict adharenas to the adwe2 a oval ± LO sf P A i1-1108.30 Garage Door Model 824/811 9'-4" max. width IL'-O" max height DAB a sic 'vat sxa r ..,taus s e ISOverhead eia�ie :diaa°'.ee' `.«f"t«'0S`ii a uima eri s. aesaa - oc d b is srsdurt is a r 10-9-21 + 50.0/-60.0 psf B FLU 14614.1 Fiberglass Desi nPro/ Smoogth Pro Jeld-Wen Mica 1/4' die. tapccn with min 1.25' embedment at 3' max from corners and IT.S' o.c. sax thereafter m head and iambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 Mi Windaus and doors X s 7�. nM ation�I�raL max. an sae comera�d e. a gamIs raw tasrwstI t7g__ datanee g a" +ow :tBnct.desnu [io�tdhinods t app"ON wal'",TES + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method oration Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-IS531 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4' tapcons with min 1 I/4' embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25' self tapping screws per clip as sham in product approval. + 118.9 PSF_ Roof FLU 11451.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plgwaod deck using #9 x 1.5" wood screws with self staling washer at 12' sic. max spacing over ASTM D (tgpe 2') 30 Ib fait underlayment installed with min. 4 side laps and {" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c, at all laps and too staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail am red plan - 108.5 P5F Siding Stucco on Block Soffit FLU 121ge.3 Model T4 12" vented Soffit Ka can y Install using 2' x 2" battens at V o.c. screwed to soffit framing using #8 x 3' wood screws at each truss. Install soffit to battens using Iona rima shank nails with g ol2Vinyl die, head. +55.0/-35.0 PSF Hurricane Panels FI# I5014.2 24 Gauge Storm Panels Global Protection Products LLC Install rig 1/2' din. solid set lead anchors with 114" dia.-20 x 1.5" Ion S screw head combo. with Ne rene washer at 12 1/2' o.c. along the bottom and 13" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #41 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 0 and 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 12 4 1 SLOPES Finish Columns with 5/8" thick cut coral COVERED finished stucco bands PORCH Pinnr 5/8" thick x 8% cut coral finished stucco bands OL 0'-0- = Finished .^w 2" x 4" top plate 1I 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at lb" o.c. base -board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with Fibermesh OR xL„ q L #10/10 WWM on 4 mil Via ueen over clean compacted termite treated fill interior Non -Bearing Partition nts 5/8" tfick light textured stucco on typical concrete block construction REAR ELEVATiON �I 5/8" thick x 8"W cut coral finished stucco bands SCALE: 1/4' = 1'-0' Gulf Coast 5upply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 aide laps and V and 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 I/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 Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized 12 nails into truss webbing. 4 SLOPE+ I- L-Mosial_ I---- 5/8" thick x 8% cut FRONT ELEVATION coral finished stucco bands SCALE: 1/4' - 1'-0' `�rrtawdgc�.,; �i• Lass ay ST. LUCIE COUNTY BUILDING DI ISION REVIEWED FOR COMPLIANCE f REVIEW 2L DATE PLANS AND PERMIT MUST BE KE ON JOB SITE OR NO INSPECTIONS) WILL BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD FILE COPY 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 Budding Code Residential. Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categolocity: II Wind Val NO mph ultimate Mean Roof Prtch:Jrg. Roof Height: II'-O" d2 0yr Internal Pressure Coef it c ant: ±0-18 SubJectabditg to damage from: Weathering: Negligible Termites: Vera Heava Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.4WL; O.LDL+O.(PWL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20,6/-32.L psf Roof Zone: 2. +20.6/-51.0 psf 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: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: S. +35.8/-41.8 paf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pof Shear Walls Considered for Structure? Yea ® Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding Detach Provided? Yea END ZONE Minimum Sod Bearing Pressure:2,500 psi. Presumptive: X Bg Test: psi This Budding Shall Have the Following: M= Corner Zones APPROVED SHUTTERS- X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 3_ psf ROOF DEAD LOAD: 10 pef FLOOR LIVE LOAD: --15- pat FLOOR DEAD LOAD: 10 sf JOB ADDRESS: ` \ FLOOR PLAN 4" CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter Living A/C = 1720 sq. ft. proceeding With work. steel crash at. Floor Back Porch Total = 210 S ft. p g Flange with 4 - 3/e" q- 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into Garage = 311 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/e°t so kai steel plate) Entry = 28 sq. ft. a minimum 1,400 P.S.I. fiber stress. Total Under Roof= 22�15 sq. ft. ,4. No dissimilar metals to touch. 2h" 2�" Total Cubic Ft = 13,�60 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete." �" ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. group mix " ,3,8. 0 214" 6. Drywall at ceilings shall be leveled and attached to bottom chord t., of trusses With screws per FBC R702.3.5. 2�" Attach buck to block wall with 1� I/4" die. Elco coot screws with min. 2^ VTR 1. ALL wood in contact with concrete shall be pressure treated, o 11/4" penetration at 12" o.c. max JIL 8. ALL wall dimensions are nominal and not finished wall or stud) dimensions. �„ and 4" max item each corner thru 8xtenor Peca 2" x L" PT Buck 9. ALL plumbing fixtures to be low flow. °` aa" i arcs I 10. Contractor to Provide Drain at water heater in accordance I with the current edition of the Florida Plumbing Code. 21' VTR 11. Contractor to Provide a 2'-8" wide door at one bathroom for #8 wood screws thru jamb into buck " arioerach hinge attachment n15'o.c. max and handicap accessibility requirements. 2� 2� Detail at Door p( I I 12. Lowest finished floor to be set by Governing Building Department L" NTS 1 2" Master I Lev. I surveyor to set In field. INSTALL VULKEM BLOCK SEALANT Bath I 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER. AND � ' 1 I4. Door between garage and residence shall be 1-3/"4"t 20 min. rated door INSTLL ALLATION PRIOR TO BUCK ,• I 2• VTR J1L w•H. = Water Heater 3. Install windows thru buck into $^ I block with 3/IL" tap -con with I 1 1/2' penetration at L' o c. max. 1 i 15• Wall and Ceilingshall have a flame -spread classification of not rester than 200 per FBC R302.9.1 p g from each corner and 20." g.c. max Sher.3• atKn• sink 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 'f O per FBC R302.9.2 iambs Exterior face at ead and per produ t approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Suck to be r' x 4" PT Kitchen 2' flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 711T"Varies materials exposed on the underside of the roof deck or on the attic walls shall comply Iev. 0 with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C"415, C51'{, C630, C931 I"x4' P.T. Buck nailed to s" C�i60, C1002, CIO��,C1177, C1178, C1218, C1395, or C13`i6 and shall be Installed look with case hardened nails W.C. [)etc 11 a t w l n d ow S prior to window attachment according to the following: (FBC R-102.3.5) Masonry Beam Bath #2 I" x L" P.T. Buck nailed to / block with case hardened nails prior to door attachment NTS a '� Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Ned sizing options for Spacing of installation of drywall into Nails Screws Maximum wood framingmembers 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" longg /2 annular -ringed or Sd cooler Had OR 0.080" dia. xx 1 5/8" long with Walls Direction ILI. I6" 15/44" head R Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8' long with 19/44' head OR 0.098" diameter x 1 3/8" long annular -ringed or Ad cooler nail e OR Walla Either IL" 8° IV 0.092' dia. xx 1 1/8" long with Direction 1/4" head OR Ggpsum board Heil 0.0915" die. x 1 l/8" with 19/L4" head. Install SGD thru buck into block with 3/16" tapconwith 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 D a 11/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ C.O. To Septic PLUMBING RISER NTS 0 i it fixed door sliding door 19. ALL ceramic tile surfaces Installed shall conform to ASTM A108.1 thru A108.6. - Mason" Wall it 9`_"t:: A108.1, A118.1, A118.3, A136.1 and A131.1 11/2" 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM . •fi/islrill.-'in�`'�Ya;.�i.i..!'i;%.':k�:.��:-::�'i':'.:uiv:':':�!+:'j..• C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall "Bottom Track _ Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. insulation includingfacings such as retarders Or vapor permeable members installed block with penet/14'ration tap -con with g p p Sliding I d I n Door Detail I I/2 Penetration at 6 ." max. within floor -ceiling assemblies, roof -telling assemblies, w8(1, crawl spaces and attics gfrom each corner and 20" o.c. max shall have a flame spread index not to exceed 25 with an accompanyingg smoke thereafter at Jambs per product approvalJamb developed index not to exceed 450 when tested in accordance with ,4STM E 8'4. At Masonry Wall NTS insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood -deck using #9 x 1.5" ASTM D wood screws with self sealing washer at 12' o.c. max spacing over (type 2) 3O lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all lap$ and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpeon HETA 20 or equal huricana nchor at each truss 12 Pod wit�i no) x 1 1/2' nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL IBIOIbs. snorting (shop drawings by manufacturer) Aluminum Drip --� R-30 blown fiberglass Edge d Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) 95 bar coot. in each row. Substitute Kaycan Pull o vent vinyl aoftit installed precast lintel filled with concrete and (l) tt5 1/8' die 1.5' long bar Cont. for bottom row over opening$ using shank x gals. reefing nails with 3/8" dia. head per product approval - see chart sheet#I 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 frFol insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. m Mortar to be Type "M" only proportioned per FBC R401.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tuba etc...) #5 bar vert. w/ 3O" overlap FIII cell with concrete and at each filled call (l) #S bar vent. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base aee foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L and Visqueen over clean compacted termite treated fill ,. :: • •• .. :.... :. ..:... .. Grade '+i11:1 - I I ICI I I I I -I ... ...._...' I I I ICI I I I 1111111=I I I I I I-1111_ I'" -i i I 1 1, 14" x 14" Concrete footing 14 with (2) #5 bare cont, and #5 TYPICAL SECTION transverse bars at 48" Scale : 1/2" = 1'-O" Window Schedule Mark Size Rough Open. Window Descrl tion PRESSURE ZONE I. 4'-SY,"x 5'-3 Vol 54ko"x 0%4" Single Hung ZONE 4 2. L'-2Y,"x 5'-3'/a" 15' x 43%' Single Hung ZONE 4 3• 2'-2" x V-2W 21k"x 38%" Single Hung ZONE 4 4. 3`1' x 5'-3%a" 38" x 0'/4' Single Hung ZONE 4 S. 4'-5Y,"x 4'-2 i/e" 1 54Ya"x 54 Ye" 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 a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108' x 8"1" Overhead Garage Door ZONE 4 B 3'-O" X V-8" 41"%' x 83Y4' Fiberglass Panel - Inswing ZONE 4 C L'-O" X 11'-8" 14" x 81 %z" "'rims k'eean Sliding Glass Door ZONE 4 D 2'-0" X V-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 h" E 2'-L' X L'-8" Solid Core - Wood - L-Panel F 5'-0' X 6'-8" Solid Core - Wood - L-Panel - Si -Fold G 2'-8" x V-8" x I N" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - L-Panel J 2'-0 X V-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 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 by contractor with manufacturers specs prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: brad enaiaOcomcast.net Stuart_ FL S4994 #AACOOOOS2 iv i it 21'-0" 10'-0" 0'-6" Opt. PATiO/SLAB 3'-IOyz" n n n n O 3'-IOYz" n n n O "12" EGRESS ° x 12" Concrete column - block Filled with concrete and (2) #1 bars Vert. tied into lintels above PORCH ° WIRE LATHE STUCCO CEILING MASTER BEDROOM tj� n 8'-O" A.F.F. O u - Flat Ceiling MT n I o I I ir t' to l9'-8" A.F.F. Vanity to be Vaulted 34 k2 high ICoiling O I 20' a" Rod k Shelf - ° o I G R EL4 T _ ROOM r O ° d LOSET _ I I to 2" x below I Allknee-wallrro counter top l D Is, CABIN - - - Rod t She Ic J (Y 8" 'or Y; 11 1I1M i2wl 1 \� o^{)/ I DINING ROOM +41" HIGH WALL) 8'-O" to 9'-8" A.F.F I ° I Vaulted Ceding I 8'-O" A.F.F. I I Flat Ceiling 1-1/2" VERHANG - KiTCHtR------- Upper cabinets to extend over Ref. NON -VENT REF O OP�N R-II Betts Inwletion r 54" I 22' X J. a > N Provide auto I Attie A with light I m 1 NI - \t W closer 4"4 Steel L - - - - - Ballard I O I00 See detail on this sheet 14'-6" xv- 12'-6" THIRD ° BEDROOM B'-O" A.F.F. 0 uNi Fiat Ceiling - Ul iY .J o O w q O Double Linen 115pI p S Henging D Dou In an 2" ° n o GARAGE t; I I Vanity to be Z A.F.F. m I I 3 yz' h19 O Flat Ceding rc in r o 0 " O r-----------------1 ® Double enging Block wall in I E a - - I Sorage to be i ° n MT ' p I struck block I ° I ���'s�s�c n 4 9O 45 � n I I I I I I I I i o❑ oO (]O o 0 o n SECOND 200 ® 12-8"09 BEDROOM n 8'-O" A.F.F. ' Mrl Flat Ceiling O ° EGRESSif 1 n n O 91-0"1 3'-6" 2'-8" 2'-8" 2'-2" 9'-6"31 Is in Wynne Building Corp. THE ROYAL Spanish Lakes St. Luca County Florida MODEL: Date Drawn Revisions 12-5-11 Drawn by: GARAGE LEFT C•C.u- Checked by: D.R.B. O H.B. 4 N i o- Sheet 2_ OF 5 Comm # 12-100 .7 I i�l.1L. 1 1.41` YN I / I T-- 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 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) = 4l PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 91 EXPOSURE -_IIC" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. 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.... S. Contractor to provide filled cell with concrete and 1 49 bar vert. at -48" 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 i'—O" to 9'—Il" 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 2-4" o,c, unless otherwise noted (see section) 4. Contractor to provide for Form Board Survey — Form Board Survey t0 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. Providea minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 95 bar vert. w/� cEE TYPICAL 30" overlap I `r' ECTIONS at each filled cell /S Grade 4" concrete slab 6 x6' #10/10 WWM clean compacted with on 10 termite fibermesh OR mil Visqueen over treated fill I I_ 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL % SC_,DI F I/9" = 1'-F 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan 10" (2) #5 bars cont. bottom steel 12" L/ DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block Pilled with concrete and (2) #-1 bars vert, tied into hntels above Top of Tooter 16" below finished floor SCALE 1/2" = I'-O" Verifg house slab height in field 30"x30"xl6" concrete column footing with (4) #5 bars each way SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous SCALE: 1/4" = I'-O" FOOTING .SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS F 120W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 With With th x 1 Curb at Geroge MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over fill #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. VxV #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill -III III I i— 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" rj GARAGE CURB DETAIL SCALE 1/2" = 1'-0 " 2° x 4" PT wood secured with \ 3/8"dia. x 6" anchor bolt 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 NTS IN PERMIT INFO BOX ON SHEET #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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 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. Filled Cell Masonry Column With One 95 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location 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, FA Architects - Planners 411 S.E. Coconut Avenue NB Tel : (112) 281-8258 Fax : (172) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34994 #AACOO0032 Me Co v- O I v O10'-0" pt. PATIO/SLAB 12" x 12" concrete column block fell F�4 o with concrete and (2) #1 bars vert Into lintels above N r I I I I 1 e e O o � �— e -1 4 ° 4 _ r ---- FI --- o L_ JQ ©LT Filled cell under F F FI I girder above FI 2q" I Rear Porch Slab to be poured separatelg I r J from House Slab. O to I Uw I Thicken footing to N E 24"w x 14"d x 24"L I u u under filled cell I (] /n. =N I under girder bearing. 0 ° Q «+ ° ° ° 0 N FI - Rear Patio/Slab to FI be flush with bottom of sliding door recess. I ' slope I" f- I I �_ I I. I IG I I I ' I I I H.B- I 4" concrete slab with fibermesh OR ° 6"x6" 410/10 WWM on 6 mil Visqueen over I C clean compacted termite treated fill I FI I I I -al V ° I Inn I� I I I FI I I I I I I —-------- I I C # I I I F�# lu i I F. � I I edtaiellts�Seel on this sheet IQ � I f 6^ I I L I I I I 4" concrete slab with fibermesh OR I I I C 1 1"xO #10/10 WWM on 6 mil Visqueen over I I O clean compacted termite treated fill II ©I C. °I itLU I I FI 5 I a-ll L I N \ I FS Recess for 1 o I L d) F4 I I 57115711 1 1.1 I r.1 171F.7 I 1711HI I FI I I I I °I I I I ° l J 3'-4" 9'-o" 15'-ID" Wynne Building Corp. THE ROYAL Spanish Lakes St. Lucie County Florida 3'-6^ 2'-8" T-8" 2'-2" IsE 5'-4" 13'-loll MODEL: Date Drawn Revisions 12-5-11 Drawn by: GARAGE LEFT C.C.U. Checked bg: D.R.B. R aV m 0 at - 0 I 0 Sheet 2). OF 5 Comm # 12-100 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" COX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener f'Max. ressure Zone I a 4" Sd ring shank 45 psf Zone 2 4 of 4" 8d ring shank 14 psf Zone 3 41, .4 8d ring shank 84 psf ** Zone 3a b" a ##8 wood screw 112.5 psf ** Use nails or screws based on pres$$ure for roof stated in permit info box on these plans for zone 3 Provide #5 bare with min. 48 bar diameters overlap into beam. Tic filled cell steel into continuous beam block steel. ProvideCast-Crete SUS-OB/OT precast lintel set in mortar-,_ Min. 8' Bearing Provide 45 bar set in pre -cast ROOF FLAN Scale : 1/2" = 1'=0" lintel into beam where length of the opening calls for it, — Overhangs at I'-0" Unless Otherwise noted On this Sheet — Roof pitch at -4•12 unless otherwise noted on this sheet Provide PT Buck attached per jamb details into filled cal 4" Pre -cast Sill 1.•;::1 r :,-,1 1 — Truss shop drawings to be provided bg 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 Filled call — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss constructio Provide #5 bars with min. 48 bar iameters overlap in filled call. Tie felled cell steel into continuous tooter steel. Concrete Footing (see tooter schedule '';,:'•,-."Y•. - -" for exact Sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = 1'-0" SiNGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. lag of truss with IOd x 1.5 nails at 4" o.c. Verify with Plan \ n Install Simpson MGT into wall usingg 5/8" ilia. threaded rod set min. IZ" 12"x 12° into sat beam and (22) IOd nails into truss 1 Column Block Column to Lintel Rebar i in. vvariap Attachment NTS TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one layer of ASTM D Typap 2 felt paper using Bid nails. Substrate to be 19/32' COX Plywood nailed at V o.c, in field and edges with lad ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #51.12 2G ga. Sv crimp metal roofing attached to plywood dIILeck 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 V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 'Io-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 Lintel Bar Clear "A" "B" •: Length Length Span Bars Bars r :•c.. '+ r CLEAR =' � .:':_,.,::'=" � 2,43 none ` i <•' i I i i i 3'-6" 3'-4" 2'-211 2,43 none 8P6-OBAT BP8-IBAT 8P8-I15/2T Additional 4'-0" 3'-101, 2'-8" 2,43 none :.. ... #5 are - =1.,,, CLEAR';=;' . ii ;r; 4'-61, 4'-4" 3'-2. 2A3 none ,: no Row of "I 2,#3 none rp z `'• Block Above ;'.,. '1 ` Precast Lintel 5'-Ion 5'-8" 4'-b" 2,#4 none Additional `,'"Fi i 6'-b" b'-4" S'-4" 2,#4 none #5 bars -0" b'-2" 2,95 none BFIL-IB/IT BPIL-IB/2T 8'-41, 7'-10" 1'-0" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2. min. bearing required ! ea. end=8" 3. standard for rainf. steel-ASTM A415 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crate 5 acificaGon Rows of "H" Block Above Bottom Steel Slze Top Steel S1ZO Max Gravity Load (lar Max. Uphtt Loped (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-V BP8-01SAT 1 #6 3011p9 15L9 1024 L31 T-6984 4'-0' 111F8-OBAT 1 85 2541 130 TL3 4-5 ' 6'-10 I #6 IIOS 909 339L45 LBO W-0" L'-L' 8F8-015/IT 1 85 1236 835 121 L60 L'-8" �'-L" BF8-OB/IT I #5 1011 121 634 LBO 8'-0' 9'-4' BPS-IB/2T 1 #6 2 #5 152 591 512 L90 "i 10'-L" BPS-IB/2T 1 #5 2 #5 443 530 401 L908 T-O' 10'-L" BPIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 ID'-O" III 81c8-IB/2T 1 #6 2 #5 502 494 452 WOOD 10'-O" II'-4" BPIL-I8/2T ONE 1 #5 2 #5 1366 1028 452 L120 IT-O" 13'-4" 111F8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4' BPIL-IB/2T ONE I #5 2 #5 1015 110 324 L140 14'-O" 15'-4" 1111FiL-11I ONE 1 #5 2 #5 1250 60.1 1 25M L160 I6'-Om I1'-4" BPS-I5/2T 1 #5 2 #6 300 192 1 1.14 L160B IL'-O" IT-4" 1111'aIL-IS/2T ONE 1 #5 2 #5 960 500 1 1-14 - 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 fREGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Aluminum Drip - Edge k Fascia Flash and Counter ' flash Nail ledger to gable end to gable with (2) IOd IS at each web Ca crate Anchors Per / Pared Concreif ma uracturers 5pecs concrete block1/4'Max N X r, Aluminum Pansl I Sizes per manufacturer O U a V I• N Ia C ° V I Sam Tumcal Stud Detail +-° +J a '" t4-11 o a� a i/a' x 3/32' Wing Nut w/ W O U I i appropriate washer and spacing =� I L par manufaVW0.1011%'UZ M1w IL 3Y C C V ° ' s O i0 EUIIIIII Stud Detail Poured Concrete or I Stud w/ Die Gast Zinc NTa canasta block umN I Nickel Plated Wing Nut Concrete Anchors Per 2. O Manufacturers Spsca Plush Mounted Shutter Detail nts w Brace Gable end with 2" x 4' SYP #2 art back nailed to bottom Of top chords using (2) od malls at each tlwss 12 Simpson HETA 20 or equal hurricane Anchor at each trues 4 PRE-ENGINEERIED WOOD TRUSSIE s 2-4"o.c. with (10) IOd x 1 1/2' nails TYPICAL t 24" o.c.) suppporting Max- l shop drawings by manufacturer ) IBIOIbs. upldt iloolli Aluminum Drip R-30 blown fiberglass Edge It Fascia 1/2' thic stucco on 3/8' hi —rib lath in bottom chord of trusses 0. 12" attached to horizontal and vertical wood $ 2 x 6" Sub -Paste rrammg with nails or staples to provide no lees than I-3/4" penetration into I/2" drgwall With smooth knish horizontal aced framing and 3/4' penetration Two rows of beam block filled with concrete O ., into vertical wood framing members and (U #5 bar cant. in each row. Substitute m o Kagcan full o vent vongl soffit installed precast lintel filled with concrete and /D #5 bar For bottom m wing I/6' dia shank x I S" to ga1v. cant. row over openings o roorng nails with 3/8' dia. head per product approval -see chart sheet 81 5/81' thick light textured 1/2" dryywall over I" x furringg ,e III a at 16" o.c. with R4.I fi—foil 12' x 12' concrete column stucco on typical eonerate block construction Insulation on t pieal 8" Block walls g m block idled with concrete Varies -see All drywall to be Installed per FBC R102.3.1 and (2) #1 bars vert. tied plan i and shall meet all pertaining ASTM codes. into hotels above #5 bar vert. w/ ao Mortar to be Type "M" one proportioned per FBC R60 LI thicken edge to a"xB" 30" overlap comp andP ovidetDur-OtRocklataall] wettareaexbhowers, tubs etc...) with concrete and at each filled cell one #5 bar continuous BEYOND Fill cell with concrete and Rear Patio/Slab to (1) #5 bar vert. (t ical). be flush with bottom of spacing Max.sshall not exceed sliding door recess. Wood I 48' unless otherwise noted Top of tooter Base see Foundation plan notes for IL" below finished floor spacing at openings Step per Foundation plan 4" concrete slab with fibermesh OR L11 910/10 WWM on 6 and Visqueen over Slope per foundation plan r clean compacted termite treated fill _= 11= I III=1 -I I I I —I I I I ( I I I .• -, �� ,'�,,• -(III I I I I � � I, I l l l l„I I I I -I I I I -I I I I -I ► I 14E.� I I 1=1 ,illll„(III �;il'_II-11-�iil„`P3 Typical Section at Front F'oi"ch Scale : 1/2" = 1'—O" Q I L, 9� Simpson HETA 20 Strad truss to wall using Simpson MGT with hurricane anchor at each truss De die. threaded rod with min 12' embedment ( 24" O.G.) supporting Max.ETA into beam (22) 10d either wet set or in epoxy with nails into truss. Add blocking to 1810 lbs. uplift H20 I. truss leg per detail on this sheet N► pursm� �NJ IN'S M I�aw HETA 20 Simpson HETA 20 hurricane anchor at each truss ( 2411 o.c.) supporting Max. 1810 lbs. uplift w PANEL "A11 Poles BR Load Wire Description Ciro# eirc# Description Wire Load BR Poles 2 40 1.0 ku #e A/C comp 1 2 AHU #10 3.5 kw 30 2 3 q 2 30 4.5 kw #10 40 gal. water HTR 5 G Range #L 12.0 kw SO 2 1 8 1 20 1.8 ku #12 Pump 9 10 Dr or 010 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 I 1 20 1-5 km $12 Microwave I5 14 Refrigerator #12 1.2 kw 20 I 1 20 1.5 kw $12 Kitchen S.A.C. m Is Recapts #12 20 1 1 20 1.5 Its *12 Kitchen S.A.C. 19 20 Recapts #12 - 20 1 1 20 1 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 ku #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw $12 25 2G Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 - 20 1 1 15 214 General Lighting 29 30 Recepts #12 - 20 1 1 15 $14 General Lighting 31 32 Recepts #12 - 20 1 1 15 214 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 15 #14 General Lighting 35 34 Bathroom GPI #12 - 20 1 - I 20 #12 smoke Detectors 31 38 General Lighting #14 15 1 - I 20 #12 Bathroom GFI 39 qO General Lighting #I4 IS I - s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting 13 watts aq. ftJ Small.Clrcuit(s) .Range ............................... .. ......... ...... Refrigerator ............................... Microwave..................................................... .Dish,Washer...... .............. I ..... . ... . Clothes„Washer............................................... .Clothes..Dryer.......................... ..................... Water Heater Water Pump ................................................... Garage. Door. .Openor........................................ 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1200 1,200 1 1 500 1500 1 1200 1200 1 1200 1200 1 5,000 5,000 1 .4,500 4,500 1 1,800 1,800 I 1 8I0 810 Total Watts 31,415 First 10000 Watts e100% 1 I0,000 10 000 Remainder 21,415 940% 1 0 10,9LL Electric Heat or A/C 10.000 eL5% 1 10,000 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided by Voltage =Total Amps 129.03 Panel Size Required = 150 Amps Electrical 5 mbol Legend S Single Pole Ssutch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed e Push Button Switch .if Exhaust Fan -8 Du lex Outlet Ceiling Mounted Light =0 Special Receptacle O- Wall Mounted Light Waterproof, ground fault iriterruptef 0 Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 412 Flood Light TQ Thermostat ® Electrical Panel ® Central Vac rc":� Electrical Meter d Smoke Detector Ceiling Pan © Television Jack 0 Telephone Jack A Oise A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up El Intercom 139 CFM IOxIOx1 MAST R BEDROOM 134 CFM IOxIOx1 B/A B/A 10 Vent thru [1532\� i\, \ 0 e KITCHEN o Wi� .� 142xL 1M 10 CFM IOx1Ox1 12" AI C � "_a_:H%�»I with , � II\# - - - - ?I 4S"N Steel Ballard - ae / O detail on this sheet II Q SEE MANUAL "J" and Energy Calculation 150 Am for Unit info panel p GARAGE I p�� r----------------- 1 I I I I ®= JUNCTION BOX TO SUPPORT A FAN A/C aK I i I I O = THERMOSTAT LOCATION I I B/A = Balanced Air I I Electric Notes: Aso #2/0 Aluminum lead I'' Conduit MC5 PANEL I I I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical M& service and provider. 4. ALL paddle fans shall be on a rheostat. 2" PVC (FPL AHu 5. ALL bath and kitchen receptacles to be GFI protected. 4. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. S. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 2" fi id urwea PPL Barg #i Copp.f wire to as cam.. resew m slab 9. A/C Return Air Balance Must comply w/ FBC RMI402 10. A/C Refriggerant lines that are run thru slabs must be sleeved in I=YC ELECTRICAL RISER II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical - Contractor shall use AL-CU Landing jugs. NTS contractor, the completed system shall be fully operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all Fees, permits, tes{ing, and manufacturers recommendations which be verified to construction inspections including blower testing where required. shall prior 14. All work shall be coordinated with other trades to avoid interference with the progress construction. Iq, The electrical s stem shall be tom letel and effective]g 15. All required insurance shall be provided for protection rounded as required b the latest edition of the N.E.C. 9 q y against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before cy, the date of acceptance or certificate of occupanor one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the Job conditions_ Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22, Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24, All exposed wire below T-I" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Orger Vents to be installed per FBC RM1502 and telephone companu. FORCH I I II Center Rbglstors on telling ran I I I GfREA ROO 12x12xS B/A I N ti ' 11 II �' II 2d42o 1 iR�qq 1 Lcol l I J /J 143 CFM IOxIOx1 DINING ROOM THIRD BEDROOM 84 CFM IOxLxL ss+ 1 AIlial W P5 1 21CFM 12x6x1 B/A SECOND BEDROOM ., w, ent thru MECHANICAL LAYGUT O= THERMOSTAT LOCATION SCALE: 114 1' = I ' - 011 Braden It Braden AIA, PA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: brad enaiaecomcast.net Stuart. FL 34994 #AACOO0032 Exhaust Duct cc Thru Soffit, 4" Exhaust Duct Thru Wall WP GFCI Install owlet under disc. not shown or D clarity U AiC Opt. PATIO/SLAB MASTER �� \ BEDROOM WP GFCI / tv TV I / I\ PORCH \ TV \ I `\ I \ I _-----__; G:REIAT ROOM oD:ecadDetector I O CLOSE �11 r:i Oil � 5 42"h GFI~1(� - - - - z" x 84" I I I with light w L----- 1 494 Steel Ballard \ See detail on this sheet ' Pull chain \ light in atticPC 150mp \ OPTIONAL PANEL Pen I\ \LOCATION 42"h GFCI \GxARAGE (9-- 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 I I I I ELECTRICAL FLAN SCALE: I/4" = I'-O" Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2481 sq. ft. Venting Ratio 1/I50 = 16.58 sq. ft. required Provide A Continuous Vented Soffit Wgnne Building Corp. THE ROYALS Spanish Lakes St. Lucie County Florida THIRD W BEDROOM s lu (Y / <l I Ismoke Carbsn or nsns�ade i],me HU Cosho wider AFIw � 11 \ ©O T O C \ 5 -- tam \\� S E (�Z}N-D-- , BEDROOM / 1 Post Light with Photo cell\ MODEL: Date Drawn Revisions 12-5-11 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. or Post Light on corner Exhaust Duct Thru Soffit Wire For Front Post Light Sheet F. OF 5 Comm # 12-100