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HomeMy WebLinkAboutbuilding permitI e 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 D (type 2) 30 lb felt underlayment Installed with min. side laps and L" end laps fastened with corrosion resistant tin caps and with 5' ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. n field. Attach deck to trusses using attachment detail on this sheet 3/8" thick light textured ,tucco on typical concrete 12 block construction SLOPE 14 MR COVERED PORCH 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with / 5/8" thick cut coral finished stucco bands RIGHT ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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' side laps and 6" ene laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attar deck to trusses using attachment detail on this sheet 12 4 1 SLOPE DRESS I I 0'-0" = Finished Floor LEFT ELE\/ATION 5/8" thick light textured " stucco on typical concrete block construction Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TT EExSpuation Date Design Pressure of Approved Tests 1,2,3 �'4 FLU 11499.2 Single Hung Series 185 Mi Windows and doors G x eycom ail I pqn t at an et me raw eec corner end G o.c. [herea�ter through 9'f �uck Into so filled enu .all maintaining inn 2.5' edge distance In strict adherence to the product approval. ± 60 psf A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width L'-O" max height DAB •stick to calxrete blmk at ce at o e5 bar Vert. Irq 3/8' x s' Natl Nuc seev. a Cho s at s• oe. L25' ds sawi st art 4' wipe dstaixe. Imtal trpck to buck N 5/U' x 1 5/e' ul thread p serer in each rackat maintaining set of IS edg. dnt'ner - GC to strictly edMra to preaLet apprwai route l/IG' . ran rdNr to 10-9-21 + 50.0/-60.0 psF FLU 16614.1 Fiberglass Design ProB Smooth P o/ Jeld-Wen - Elco 1/4' dia. tapcon with min 1.25' embedment at 3" max Pran corners and IT.5" o.c. max thereafter in head and iambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 MI Windows and doors L x �1a cam piip. ponettrratian at max rom eec� corner end T ,c. V &'&J row thereafter throng PT Buck into solid Pilled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA FL / NUMBER Model # Manufacturer Attachment Method TEST Dapu•ation tteo Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use 123 1/4' x 2 3/4' tapconwith min 1 1/4" embedment penetration into each Mull Clip. Attach s mull to clip using (4) #10 x 1.25" salt tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU 11451.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L ga 5v crisp metal roofing attached to pigwood deck using #9 x L5" (I �je30 ithtelituwallrigmashenat d with max sparde oversASGMe0 tpe aJ P laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails spaced G' 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 FLU 12198.3 Model T4 12" vented Model y I Soffit Kagcan Global Protection ProduFts LLC Install using 2" x 2' battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using .I dia. x 1.5" Iona rina shank nails i 8" dia. head. +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels 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 ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 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 D (type 2) 30 lb felt underlayment installed with min. 4' side laps and V 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 2 OL 8'-I" BEARING O.H. 2" H. 0'-0" = Finished Floor 12 4 1 SLOPE COVERED PORCH I�IL�I L 5/8" thick light textured 1 7/O-ON% �T. LUCTF'71)U rT' PT-1 nrvf, n lz- rcr R'VIF:WED FOR COAT L4 v REVIEWLD BY DATE _ PLANS AND PE, 3fTT l f _ .L YT ON JOB OR NO INSPECTION WILL BE MADE. 12 SLOPE 14 MIME 1AFiOR OFRECORD stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands READ' ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11951.12 26 ga. 5v crimp metal roofing attached to plywood deck 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 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 ALLMANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST RSAND WINDOWS SCALE: aiIe_ , oS ARE APPROVED THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD WORK MAY BENECB9SALYINSPECTORS COMPLY WITH N OROBR TO THAT ALL APPLIOA®Lal OODii, TERN9'TE TREATMENT REQD`RED 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. Mi 5/8" thick x 8"w cut , coral finished stucco bands FRONT ELEVATION SCALE: 1/4" = I'-O" M ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. I/2" drywall ceiling an trues bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2" drywall on 2" x 4" studs at W' o.c. base -board � I [ i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Sth Edition and ASCE -1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: ILS mph ultimate Mean Roof Height: 1]'-0" Roof Pitch: 4.12 Internal Pressure Coe iclent: ±O.ie Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavli Width of Roof End Zone: '-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.6l9L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components i Cladding Wall End Zone Width: Components E Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components E Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD: 1O psf JOB ADDRESS: 88 HIJARTE TO LReI'1012 PITCH 0 = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 FLOOR I= L Recess top plate gx 3/8"d f� � for steel enthis CRASH POST DETAIL see detail o support angle sheet TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 34" high by 4" diameter proceeding With work. Steel crash post. Floor Steel countertop support angle p g Flange with 4 - 3/8" Install V from each end and 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle detail a minimum 1,400 P.S.I. fiber stress. L" 1/2" drywall 4. No dissimilar metals to touch. 2y2" 2y; 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 ° h II b 3 000 P S I rate and/ r 4 000 P S I grout mix o Counter top - verify type with contractor Base cabinet 2" x 8" wood etude at IL" o.c. 2" x 8" PT wood plate s a e . conc o1 6. Drywall at ceilings shall be leveled and attached to bottom chord 13/8" 2h" KITCHEN ISLAND FRAMING DETAIL Of trusses With screws per FBC R102.3.5. p �/ 2r," Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1. ALL wood in contact with concrete shall be pressure treated. O O 1 1/4" penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. �:, and 4" max from each corner thru 2" L" P7 Buck Exterior face x of wall 9. ALL plumbing fixtures to be low flow. area 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for 48 wood screw& thru jamb into buck handicap accessibility requirements. 2/2" 2jz, at each Mnge and 15" o.c. max and Detail at Door prior to door attachment y=" 12. Lowest finished floor to be set bg Governing Building Department 6" _, NTS surveyor to Set In field. 13. Separation between residence and garage Shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door BLOK NISTAL ATIONRIOR TO BUCK Water Heater Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at L" o.c. max. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 fromeachones ands 0." o.c. 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 .camax. per FBC R302.9.2 Exterior face at head and sill per product approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation VarTea 71=t materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to AS711 C36, C19, C415, C514, C630, C931 I"x4" P.T. Buck nailed to C460, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed block with case hardened nails Detail at WIndOWS prior to window attachment accordingto the following: (FBC R102.3.5> g: Masonry Beam Drywall y Location Orientation Framing Member Max. s acin spacing Nat sizing options for " x 6" block with P.T. Buck nailed to NTS case hardened nails Thickness Spacing of Fasteners installation of drywall Into prior to door attachment Maximum Nails Screws wood framingmembers 2" x min. thickness Install SGD thru buck Into block with 3/I6" tap -con with Ceiling Perpendicular 24" 1" 12" 13ge 1 3/8" long with 19/64" head 1 1/2" penetration at 6" o.c. max. from 20." met 0.098" dieORer x I I/4" long �j each corner and o.c. max thereafter at head per product approval annular-ringed or Sd cooler nail /2 O Walls Either Direction 141,8" 1G" 0.080" diaR 1 5/8" long with 15/44" head p 0 O Use 3/14" tap -con with Gypsum board nail 0.086" ilia. 1 1/2" penetration at C o.c. max. capproval x 15/8" with 9/32" head. thererom after at sill per product Ceiling Perpendicular 24" 1" 12" 13go 1 5/8 long with 19/64' head OR 0.098" diameter x 13/8" long I" x G" P.T. Buck nailed to block with case hardened Wads annular -ringed or 6d cooler Wad Head prior to door attachment e Walls Either IG" 8' le OR 0.092" dia. xx 1 1/8" long with 1/4 head Direction OR fixed door Gy1psum board nail 0.0915" dia. x 1/8 with 19/64" head. sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, Masonry Wall AI08.1, A118.1, A118.3, A136.1 and A131.1 12. N 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM <, C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation including facings such as retarders or vapor permeable members installed block with 3/14" tap -con with S l d DDt l 1 1/2" penetration at 6' o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics l l n 9 oor a l from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanying smoke thereafter at Jambs per product approvalJamb At Masonry Wall NTS 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 MPG 5v Crimp Metal roofing FL #11451.12 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 underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift 12 4 F- PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip -v \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drgwall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kagcan fun o vent vinyl soffit installed precast lintel filled with concrete and (1) 45 using 1/8" die shank x 15" long gale. bar Cont. for bottom row over openings roofing nails with 3/8' die. head per product approval - see chart sheet 41 1/2" dr wall over I" x furringg strips al 16" o.c, with R4.1 fI-foil 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 ! and shall meet all pertaining ASTM codes. 'lock construction m Mortar to be Type M' onlg proportioned per FBC RLO1.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) U5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (typical). x. Max.Mbar spacing shall not exceed xceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xb" MO/10 WWM on L mil Yisqueen over clean compacted termite treated fill a Grade ",� IIII-IIII - �I�iIIIIII: - 1 =IIII I = M I III 1 11111,- 14" x 14" Concrete footing 14" with (2) 45 bars cont. and #5 TY F i C A L S E C T I O N tract-sverse bars at 48' o.c. Scale : 1/2" = 1'-0" Window Schedule Mark Size Rough O en. Window Descrl tion PRESSURE ZONE I. 4'-5Ya"x 4'-4 %&" 54Ya"x 54V' Single Hung ZONE 4 2, 1.'-2Ye"x 5'-3 %&" 15" x L3 %," Single Hung ZONE 4 3, 2'-2" x 3'-2%2" 21Y2"x 38%" Single Hung ZONE 4 4, 3'-1" x 5'-3%" 38. x 43'/;' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nil mulllons per elevations. ALL windows to withstand pressures in permit info box on sheet I LL windows in bathrooms to be tempered Alrough opening dimensions to be verified by contractor wi h manufacturers specs prior to construction Door Schedule M rk Size Rough Opening Door Description PRESSURE ZONE 9'-O" x 1'-O" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X C-8" 41" %," x 83%" Fiberglass Panel - Inswing ZONE 4 6'-0" x 6'-8" 14" x 81 %2" ;i ;�,°`.,`°" Sliding Glass Door ZONE 4 2'-0" X 6'-8. Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" 2'-6" X 6'-8" Solid Core - Wood - L-Panel 5'-0" X 6'-8" Solid Core - Wood - 4-Panel - Bi-Fold 2'-8" x 4'-8" x 1 %" Solid Core Wood. Steel, or Masonite Door 2'-8" X 4'-8" Solid Core - Wood - 4-Panel 2'-V X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL b GARAGE W All wI Exterior doors to withstand pressures stated in permit info x on sheet 41 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 rough opening dimensions to be verified by contractor h manufacturers specs prior to construction 12" Verify attachment hole location with GC prior to fabrication 3/8" thick steel brack 6" COUNTER TOF BRACKET DETAIL Y2" �'-� Y2„ 2 OE OC EGRESS 13'-11" N MASTER BEDROOM 8'-O" A.F.F. Flat Ceding Vanity to be 34 Y2"higigh Lap 0 a'-Io Y2° 12" 8'-Io Y2" 1 lo'-O" 0o O N o ° O Filled cell under J= O R C H - girder above WIRE LATH it STUCCO p CEILING i 19'-9" - 7 Rod t Shelf °i r _ I o L C -90 LOS T I� H.B. H _ _ _ _ - 1'-I1, Rod It Shelf 3'-4" - 32" - DRYER A5HER QLU O " rL �' S" ° LAUNDRY E LU H O in N 1 I I I 8'-0" to 9'-B" A.F.F, Vaulted Ceiling GREAT' ROOM I &Jh I ' I " I I 8'-O" to 9'-8" A.F.F VaItdC I O I DINING i n Vanig ty to be 42" 34 Y2 " high I I R O O M i counter tops to l 3/8" thick steel 5'-3" I I `r overhang wall 1.5" - - I counter too sure its SECOND o BEDROOM 8'-0" A.F.F. Flat Ceiling O i 12'-8" ®� THIRD BEDROOMm O Flat Ceding 12'-8" R-u Batt. Ins"Iation Provide auto closer 150 Amp Panel r----------------- i\ I I cn I I I I � I I GOLF CART'i GARAGE tops to I wall 1.5" I' 11 See detail on this J �\u 1e - - r -� I 22" x 54" Q € tic cce I Atwith light ss I L _ J L- 8'-0" A.F.F. Flat Ceiling IX GARAGI Block wall rn//- O MT " E garage to be 2'-8" E�struc�c block N 13'-0" O EMERGENCY EGRESS r----------------- I 1 i I I I I I I I I I I I I I I I I I I I 1 1 I IEIEI IEll " 001 y y- - - - MIMI 17111n nn A 2'-8" A 9'-0" 1 2'-8';I_ 4'-4" 2'-8" I 9'-O„ O 2'-8" I Braden t Braden AIA, PA WJ nne Building Corp. Architects - Planners BFax S.E. Coconut Avenue THE W i N D S C Tel el : (112) 281-8258 Spanish Lakes : (172) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 34996 #AACOOOOS2 St. Lucie County Florida X NT n in m O M"_ O OD i O Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,02.4 Under Roof Total = 2,4844., sq. ft. MODEL: Date Drawn Revisions Sheet Comm # 8-25-I1 � REAR Drawn by: .� PORCH C.C.U. � i -i s O 58 HUARTE RIGHT Checked by: I D.TR. B. OF 5 AL N r—— — — — — — I F4 O �I 12" x 12" concrete column block filled 1 with concrete and (2) 41 bars vert. tied into (intels, above \ I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 P5F 501L 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ROOF ( = 4l PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY =PER PERMIT INFO BOX ON SHEETI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A -IL, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2600 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: I-I/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I-• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FOUND.4T I O N F %� L .4 I �t I 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 2800 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verlfg all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell With concrete and 1 48 bar vert. at .48" ox. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to q'-II" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundatlon walls shall have filled cells at 2411 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—I6 and A-39 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2 It concrete protection at beams for ALL reinforcing bars. #5 bar vert w/ Thicken edge to 8'1 SCALE: 114" = I'-O" FOOTING SCHEDULE. Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - C STEP DETAIL ON THIS SHEET 0 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 t With x 1IIIWih Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" 912"W X 18"0 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one 45 bar continuous Cx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE 4'1 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill a - in - — Grade IIIIII- -I 'lil ;DJSEi all PORCH SLAB EDGE DETAIL —I 1 �- I I I �— 14% x 14"d concrete monolithic footing with (2) 45 bars cont. SCALE 1/2" = 1'-0" 14" #5 bar vert, w/ TYPICAL FOOTING DETAIL 1 30' overlap SCALE I/2" = I'-O" at each filled cell SEE TYPICAL 4" concrete slab with fibermesh OR Adjust curb height 4"�SECTIONS 6 iixC 910/10 WWM on 10 mill Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. VxL" #10/10 WWM on 10 mil Visqueen over #5 bar In curb clean compacted termite treated fill #5 bar coot. Grade YR � - v-d — — — - — .... - 1 4 E .. - III- _.'. 10" (2) #5 bars cont. bottom steel 1411w x 14"d concrete monolithic footing with (2) 45 bars cont. 12" 4.. DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" GARAGE CURB DETAIL SCALE I/2" = 1'7O" 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Verify house slab 4" concrete slab with fibermesh OR height in field L"x6" #10/10 WWM on 10 mil Vis ueen over q clean compacted termite treated fill Top of Tooter IL" below finished floor #5 bar Cont. IL' 4.: III 30"x30"x16" concrete `r column footing with (4) L, 45 bars each way (2) tt5 In cont. bottom steel 10° 30" 12" COLUMN FOOTING DETAIL IF DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated With a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance With the rules and laws established 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. 2" x 6" 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 �-r cJ IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Conic. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location )Ouble Filled Cell Column Single Filled Cell Column NITS NITS 8'-I0Y2" e-10122 I. P4 10'-0" CDr---- FI — — —— F I I I FI I p I Fllle I 24" 1 r gird FI � r ;_LI E I `� Thicken footing to 24% x 14"d x 24"L I O under filled cell I (] under girder bearing. EE L _ N `r�01N I FI LL - I I I � I ° ----L= F - -�-ELT d cell under er above Rear Porch Slab to O be poured separately 1 W F4 I from House Slab. O O � I N k I \ 4" concrete slab w1 H B I 6"xC U10/10 WWM on O I clean compacted to 11 U o _i I -i DRYER ASNER -i I PI � I I IWP wit ter A/C �I �I II -i I I -i 71 / FI 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill DI I I ]I I I _ l Flu W I ° I N�``11I L - - y I ]I I FI L— °6------�-----�-- N ° I I a F51 O 14 Step W I ° - O _i I F5 Z O I r N O I I I L------FS----� F4 m Recess for ° ° — — Garage Door 2'-8" 9'-O" 2'-8"_ Braden It Braden AIA, PA WL4nne Building Corp. Architects - Planners TelS.E. Coconut Avenue T jJ E I I I I j�l EDS C Tel (112) 281-8258 I �� II W I �l Fax (712) 287-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie County Florida Stuart_ FL S4994 #AAC000032 Rear Patio/Slab to FI 1 be flush with bottom of sliding door recess. Q Slope I" I O I r- I I r- FI I I r- I I f- I Io I I IE fibermesh OR 6 mil Visqueen over treated fill I '0 00 I 506 m - I I IE Ir- I I� I r- II I I �- TN'1�►�r� CE iER EA I IE O I Dw I I m 1 I I U � L I I MICROWAVE 38 REP. NON -VENT CLE F7707 OPENINGR �; O O — — — I a H.B. to 1 - - 1.111- - - W.H. I 4110 Steel Ballard See detail on this sheet I I I I I I IF w I I I (L I I 1 O F5 I E I of 1 I IE I I ° I �IF5 I O I I 4L7— O 1.5" Recess for E EE Garage D oor -0" MODEL: Date Drawn 8-25-11 REAR Drawn by: PORCH C.C.U. 58 HUARTE RIGHT Checked by: D.R.B. Revisions : Sheet 3. OF 5 0 I - • e" -. • s U. •• ". • • me • - - • • • - Ke Area Ede Field Fastener Pressure Zone I 6" 6" Sd ring shank 45 psf Zone 2 �" 6" 8d ring shank 76 psf Zone 3 �{" �{" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf Verify with Plan Concrete / Lintel r—� I ROOF F L A N Provide tt5 bare with min. 48 bar Provide #5 bar set in pre -cast diameters overlap into beam. Tie lintel into beam where length of Scale ; 1/2" = 1'-0" Filled cell steel into continuous the opening calla for it. beam block steel. - Overhangs at I -O unless otherwise noted on this sheet - Roof pitch at +12 unless otherwise noted on this sheet Provide Cast -Crete =-- _ 2� — �' _ _ - ` - - - - Truss shop drawings to be provided by manuf acturer SUB-OB/OT precast lintel set in mortar _ _... �,_ - Any changes to this plan shall be submitted to the Min. 8" Bearing -- --i -- -I = ---- -� r.:^r:��.r:;..ti-:.:e•, arehlteet for approval in wrlting prior to Starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior .vide PT Buck ,.;, to construction for layout and uplift verification .acailshed nto filleer jdmcell ' Poured Filled Cell - Contractor to provide for Form Board Survey and to provide l Form Board Survey to Truss Company prior to truss construction 4" Pre -cast '. Sill (r-I I :I i ra BI Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous O Tooter steel. Concrete Footing �J _•'Y' _.. L_ (see Tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL I I� 12"x 12" liumn Block �-i Rebar Rebar 48 Bar Oia, Min. Overlap Column t0 Lintel Attachment NTS Poured Cot concrete b N 12" D.H ichors Per Q Specs F_ 1mt w — U 0 J c 9 TRUSS BLOCKING DETAIL Concrete As Spehorscs P Manufacturers Space AT GIRDER STRAPPING AT CENTER BEARING POINT Mush Mounted Shutter Detail Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinp to Vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" die. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Poured Concrati concrete block u 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tyype 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 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 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 staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel u u u u #5 bars Lintel Bar Clear A B CLEAR Length Length Span Bars Bars , , , •'%" 1 i ,�'"' 1 2'-I0" 2'-8" I'=6" 2?i3 none 1 y l 1 I 1 I ----y `----y `----y 3'-4" 2'-2" 2 st3 none BPS-OBAT BF8-IBAT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2.#3 none #5 bare _� ��. CLEAR;`' 4'-6" 4'-4" 3'-2" 2,#3 none ne Row of "H"=�•:'•`:;� .`..f Block Above .',;;�'"•' # none "' ' 5'-8" 4' 6" 2.44 none Fn '� Pretest Lintel Y 1 r 1 Addtional5'= 4" 2,44 none 4____y #5 bars `_� 2,#5 none BFIL-IBAT BFIL-IB/2T1'=0" 2,46 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required • ea. end=8" ALL reinforcing steel is grade 60, 3. standard for reinf. steel=ASTM A4I5 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Coat -Crate Specification Rows of "H" Block Above Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max Uplift Load fPLF) Max. Lateral Load (PLF) L22 2'-2" V-L" eF8-OBAT I #5 30L9 1549 1024 L31 2'-V 2'-8" 3'-1" 4'-0" 8P8-OBAT I #5 2561 1363 163 L45 4'-5° 5'-10" 8F8-OBAT I #5 1105 909 339 L50 5'-0" C-V 8F8-OBAT I tt5 1238 835 121 LLO 4'-8" T-L" BF8-OBAT I #5 1011 121 534 L80 W-O' T-4" BF8-I8/2T I #5 2 #5 152 591 512 L90 T-O" 10'-L" 8P8-IB/2T I tt5 2 #5 L43 530 401 L90B 9'-0" 10'-4" BFIL-IB/2T ONE 1 tt5 2 #5 1533 1183 401 LI00 10'-0" II'-4" SFe-IB/2T 1 tt5 2 #5 562 494 452 LIOOB 10'-0" II'-4" 8PIL-IB/2T ONE 1 tt5 2 tt5 134L 1028 452 LI20 IT-O" 13'-4" 8F8-IB/2T I #5 2 tt5 411 426 324 L120B 12'-0" IV-4' BFI4-IB/2T ONE 1 #5 2 tt5 1015 110 324 LI40 14'-O" 15'-4" BFIL-IB/2T ONE I #5 2 #5 1250 409 259 LILO IL'-O" IT-4" 8F8-IB/2T I #5 2 #5 300 192 194 LILOB I6'-0" n'-4" 8PIL-IB/2T ONE I tt5 2 #5 950 Soo 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'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x I I/2" Hells ( 24" o.c.) wpporting Max IBIOIbs. uplift Aluminum Drip 12 4 Aluminum Drip -' Edge t Fascia Flash and Counter flash Nail ledger to gable end trues with (2) IOd ils at each web Aluminum Panel Sizes per manufacturer S_ee Tgumal Stud Detal 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing `m per manufacturer's Details .Os3- 9 E e] rDn + m I ais- Stud Detail Stud w/ Die Cast Zinc NTa Nickel Plated Wing Nut IM nts Brace Gable end with 2" x 4" SYP tt2 Bft back nailed to bottom of top chords using (2) IOd Hells at each trues PRE-ENGINEE af�D WOOD TRUSSES 924"o.c. TYPICAL ( shop drawings by manufacturer ) Fcc _ "' \R-30 blown fiberglass W N :3 a-s X � f O� rn Nv � L a" d r'n U7 N ova u Edge E Fascia 1/2• thick .cacao on 3/8` hi —rib lath in bottom chord o trusses attached to horizontal and vertical mood 12" framing with Hells or staples to provide I/2" drywall with smooth finish 2" x 6" Sub -Peace no lase than I-3/4" penetration into horizontal mood reaming and 3/1" penetration Two rows of beam block Felled with concrete into vertical mood framing members and (U #5 bar coat. in each row. Substitute Kaycan roll o vent viagl aoPfit installed precast lintel filled with concrete and (U tt5 bar Cont. for bottom row over openings using I/8" die shook x 15' long gale. roofing nails with 3/e' ilia. head per product approval -see chart sheet #I 5/8" thick light textured I/2" drggwall over I" x furringg PI-fal strips ai IL" o.c. with R4.1 stucco on typical concrete insulation on typical 8" Block walls 12" x 12" concrete column block filled with concrete block construction All drywall to be Installed per FBC R102.3.1 and (2) #1 bars Vert. tied Varies -see plan i and shall meet all pertaining ASTM codes. into lintels above #5 bar vent. w/ � Mortar to be Type "M" oney proportioned per FBC R601.1 30" overlap P and Mortar points shall comply with FBC 601.2.1. thicken edge to 8"x8" Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and at each filled cell one 45 bar continuous BEYOND FIII cell with concrete and Rear Patio/Slab to () #5 bar Vert. (typical). " be flush with bottom of Max. spacing shall not exceed " sliding door recess. Wood 48" unless otherwise noted see foundation plan notes for Top of Tooter IL" below finished floor Base spacing at openings Step per foundation plan 4" concrete slab with fibermesh OR 6"x6' #10/10 WWM on L mil Vlaqueen over s a Slope per foundation plan r clean compacted termite treated fill "IIII — IIII=IIII—IIII I-IIII=I I I I I �;�: � �:III-11 I I-11 I ICI I I I11 I I11 I I11 I-11 I„IIII — I! 1,— -_ _— _ _ =IIII=IIII=IIII=IIII IIIIe �I -IIII IIIII ;.••�;, f ..r, .Y II IIII- ''—IIII— 14 —IIII �i,„ ,I;11 llli. 'I 3 Topical Section at front i=orc O w Acces77 s ��E Ea■E E■�1�4!9� ICI,11111111114 9 C--33 Strap true to to wall using Simpson MGT with 5/8' die. threaded rod with min 12" embedment into beam ether wet set or in epoxy with (22) IOd ails into truss. Add blocking to truss leg per detail on this sheet N ' L90B L908 U n 0 W BI L 2 2 BI � VAU ED ARE � O � U ':: L31 BI --� � 22" x 54' / I\z\O I I Attie THETA 2� Simpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Scale I/2" = 1'-O" Braden it Braden A1,4, P,4 Wynne Building Corp. Architects —Planners 411 S.E. Coconut Avenue THE � I I I l j�I �l Tel (112) 281-8258 I 11��f1 W 1 Spanish Lakes Fax (112) 28�1-8283 E-mail: bradenala comcast. net St. Lucie County Florida Stuart. FL 3499(e #AAC000032 TA 2 MODEL: Date Drawn : Revisions 8-25-I1 � REAR Drawn by: PORCH C.C.u, 58 HUARTE RIGHT Checked by: r O � O7 N � � � a-1 Q � O a O z O I i— Provide downspout Sheet Comm # OF 5 PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load BR Poles 2 40 1.0 kw a8 A/C comp 1 2 AHU a10 3.5 kw 30 2 3 4 2 30 4.5 ke a10 40 gal. water HTR 5 L Ran a aL 12.0 kw 50 2 T 8 2 a10 5.0 kw 30 1 20 1.8 kw a12 Pump 9 10 Driler I 13 12 14 Dishwasher 1 20 1.5 kw all all I.Z kw 20 1 1 20 1.5 kw a12 Microwave is It. Refrigerator aIZ 1.2 ku 20 1 1 20 1.5 kw 412 Kitchen S.A.C. n 18 Recepts a12 - 20 1 1 20 1.5 kw a12 Kitchen S.A.C. 19 20 Recepts #I2 20 1 1 20 1.2 kw a12 Clothes Washer 21 22 Recepts all 20 1 1 20 0.61 kw a12 Garage Door Opener 23 24 Recepts all 20 1 1 20 Lof kw a12 25 2L Recepts a12 - 20 I 1 20 1.92 kw a12 21 1 28 Recepts 812 - 20 I 1 15 a14 General Lighting 29 30 Recepts $12 - 20 1 1 15 #14 General Lighting 31 32 Recepts a12 - 20 1 - I 15 a14 General Lighting 33 34 Exterior GFCI a12 20 1 1 15 General Lighting 35 36 Bathroom GFI a12 - 20 1 1 20 smoke Detectors 31 38 General Lighting al4 -15 1 I 20 L411'2 Bathroom GFI 39 4o General Lighting a14 15 I 5 are 41 1 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. watts sq. ft.) Small„Appliance, Circult(s), _ . ..... Range Refrigerator .... Microwave Dish.Washer. .. .... ..... ..... ................. Clothes..Wa.sher............................................... Clothes.. Dryer.... .... Water Heater Water_ _Pump .................................................. .Garage.Door Opener ...................................... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1200 1 1,500 1500 1 1200 1200 1 1200 1,200 1 5,000 5,000 1 4,500 4,500 1 1800 1,800 1 910 810 Total Watts 31,415 First 10000 Watts e100% 1 10.000 10,000 Remainder 21,415 e40% 1 O 10,9LL Electric Heat or A/C 10,000 845% 1 10,000 10,000 Calculated Load Watts 30.91.4 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps, Electrical S mbol Legend 8 Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Well Mounted Light Waterproof, ground fault interrupter K Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn 1 Carbon Monoxide Detector 4t:? Flood Light TQ Thermostat m Electrical Panel © Central Vac Electrical Meter ® Smoke Detector Ceiling fan Q Television Jack Telephone Jack ac a o A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light sPxR Speaker Hook -Up Intercom (to= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: A/C disc. ISO a2/0 Aluminum feed AMP I 'h' Conduit PA EL 124 CFM IOxIOX4 MASTER' BEDROOM 124 CFM IOxIOxL , , R1� 12xI:xTd B/A 12x12x10 B/A R - 1 L-; 141 CFM IOxlOx1 PORCH 141 CFM IOxlOxl 8x4x4 9 CFM I GREATI ROOM LOSET I Vent thru 8x4x4 o I Soffit -- -- 50 CFM - - DRYER ASHER I LAUNDRY I L FM 8x4x4 141 CFM IOxlOx1 0 I IL CFM DINING 8x4x4 ROOM �� � I I �J Ir 12x12x8 F.LI I B/A��� MIN - - - - - u DW I 11-1 CFM SECOND 1 BEDROOM I I ioxlox(. 14° KITCH'EN 1 2Ox20 MICROWAVE RE I 4 1 T OPENING R I NON -VENT L- --- J I 12x12x8 B/A - J W.H. THIRD I See detail on1lth a sheet BEDROOM 100 CFM 1 \# j l i - " 22" x 5454I IOx4x6 I = I I Attic Access ® I 1 Q 1 with light AiC e_ x4x"} Ir-4� CPM � � � � GARAGE I. Use copper wire only no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical M TE 150 Amp service and provider. Panel 4. 5. ALL paddle fans shall be on a rheostat. ALL bath and kitchen receptacles to be GFI rotected. 2" PVC ( FPL AHu _ _ _ ___ _ _ _ l r GOLF CAR- L. ALL exterior outlets to be WP/GFI protecte I GARAGE 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except i 9. Kitchen, Bathrooms, and Garage. A/C Return Air Balance Must comply w/ FBC RM1602 2• rigid service FPL Bera aL cop wire to as cons. Ra6ar in slab i 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC ELECTRICAL RISER I II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. - Contractor shall use AL-CU Landing - Contractor lugs I.A.W. lugs. NTS 13. Contractor shall pay for all fees, permits, tes ing, and shall torque manufacturers recommendations which shall be verified to construction inspections including blower testing where required. prior 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical s stem shall be y com letel and effectivel P y y 15. All required insurance shall be provided for protection grounded as required by the latest edition of the N.E.C. 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. 16. 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 the date of acceptance or certificate of occupancy, or 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. IT 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. Dryer Vents to be installed per FBC RM1502 and telephone comt�anu. r-----------------i I I I I I I I I I I I I I I I I 1 I I I I I I I O= THERMOSTAT LOCATION SCALE: 1/4" = I' - O " 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install oulet under disc. - not shown for clarity MASTER BEDROOM / \ S S -\ CLOSE PORCH wP GFCI GFCI GREAT / / ROOM DINING ROOM s cM I I I \ \_S I \ems TV I SECOND BEDROOM`/ Attic Ventina Calculations Total Attic Space = 2101 sq. ft. BC 309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit RE 0 PANTR' CAB � IN I - KITC�HE1� I AFC I II GFCI REF. ERT 30 • NINGR 0 - - J / GFCI GFCI 11 ITV - / FCI W.H. THIRD i 4"4 Steel Ballard ° See detail on this sheet wP CI / 4 O IF 22" x 54" , -Attic Access I $ in I 11�hght I I L �_� i L - - -�-� / I S4 OPTIONAL PANEL w = / LOCATION 0 FCI �� GARAGE Q 150 Am /Pa \ tight Panel p GFCI \/Le carrier \ \ \ GFCI r---------------I Gara Door v / j Garage Door j Opener I // I Opener I I GOLF CART / GARAGE GFCI I I GFCI to garage lights I I ELECTRICAL FLAN \- - Post Light with O SCALE: 1/4" = 1'-0" Photo cell oI Center Post Light between driveways r W re For Front Post Light Braden It Braden AIA, PA Wwnne Building Corp. MODEL: Date Drawn Revisions Sheet Comm # Architects - Planners 8-25-I1 TelS.E. Coconut Avenue Tel (7-12) 287-8258 THE W ` N D C O I I �7 REAR Drawn by: _ _ O PORCH c.c.u. Fax (112) 281-8283 E-mail: bradenaia8comcast.net Spanish Lakes 58 HUARTE RIGHT Checked b y: Stuart FL 3�4996 UAAC000032 Sp. Lucie Count Florida � L .R.B. OF 5 ® LIFE SAFETY WARNING This ymbol identifies Life Safety Warnings that should be read give special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO DE 5ET AT 2'-D: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE TENED TOGETHER PER ENGINEERIN( BEFORE SETTING. REFER TO GINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI Spanllor less 30' to 60' Span 60 degrees Spree er Bar or less 17-- T 1 /2r. p. Sf, t1 rapp ox. dst pe eel way d crane usedtl—i, ma,not mate r-e operato, sets truss this way. ka9 __ Approx 2/3 to Line 1/2 of Span REFER TO BCSI ass must he set this way if crone used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AL t tH =2 " A ri 11--> L IF= F2 " CST F= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss - Connections see hanger/connector be as de tabs o chedule in engineering e nails. package. EAT PLATES BY CHAMBERS s N NEX JIFIIS .1 6 LWiti,. MLY ofLI L NER DETAIL :5 NOT s+UWN FOR CLARITY 12 4.00 F- - � 2.00 i 12 upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRU`:SES FOR THE FIRST MODEL SHOULD BE SHIIDPED AND SUCCESSFULL( SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL �► ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH rr � Do not stand on trusses until they are braced per BCSI &properly nailed to straps &hangers I I I I I I GRA �' l: i1il�"►11�rl�lii�168 No INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL LOAD W/ (2) 41 �I \ —\ ®\Pi FABRICAnON AGREEMENT' • 7MlepddaaoWlnnaarprbpertyaAleretMerrwwab•IleblON edHe: 7 .hop.• rla be mode stet tellh ft WIN Pbeaeot aapam by"iMlfdl3BscabeuRlgpmrddeo,hmig.agded/--mm ldayeueese zJu enlaalaa In ab ryawlt nN. es.[ view, ul l�te�l.a d-% d Wy tM lerdrebrled q 0 b Owisbre htlee eMHb ten rel bron ea be dowed..ln ki audl mltlwt noaoa q ftoMlAed t:lrnr6efe Th+w errs Ir,e tleee fS Ir.1....r.r< �.. it on" to �r�iae—n rna ONr «wpr r rot pnlwd mr ddwy Olin" Mown 1} P�eReWt 7 bable eVAJ444b due b eb eadlbr.' itSap«HrorrbamrlevYlons G"'b'r"4d•aeo.mw! meYbatlorysdbyCmobralhp, a PURCHASE nRCER m ClrMen,.ft. a tha run apsW mr « ■ nl raawrietife P eeolw wa ba made m ddrry sd w dSlb tors dlol Infoto. very. W merle K edleaMad deb-br dW" a barer amd bursted tosses. Milturdelagrrd ages m Per =_ hV; mrodedbno h event d payrnrt net a+rh node,1-14 %Per FA Mh eeptoe addedcardrxmnotp&bry *Wnm r «INMY rgwlwa m aMe elteet aarrmtee e0emwtb al /over halt bradm of Chwpbere tore edrdrra aedt lay aYe maerW do odrelprrd Y ULMwbes PnY wMn due d arty eM d IstrhYbreee wad b .a by,rry rdb feoelNrp mrrW led ar tmdrsgrd spear b P,j end, trdllArq'�°n'�" bee, a defiub m peYtlrrlt a rne=i be made by do trot d airy atpegm oonanl6o we we.nwM. sa lame iwddW hereunder et'sled b hae14 sat Proses ePea not tlr epla verso 61r cry ado IN we Couq, Flallde. aeparalOn are Wr-rtdme SbrrdaN And Rr mmiededodideimon Pia P4f trusses must be fastened toots her par ar8kwwtn6 6afore they are set; fa9urs to do so can rWm t.ln roof twllaplile, Temporary and Permanent brwJm are nqulred and can save oft and properly and le the responalbMly of the buss erectm Study the conl aafs ofW so"Included on de0wry Tomanintbesdwdbracedp!idnWbp wrt*jays "' C Trusses groat be ad plumb and egwrs Do nctsst bunks or adds of plywood, toWft nsterlal or any .. 'otheriiiiiiir aeiCautraiad toads on trmessa, fhb can cause collapse. �Dr�ONSE yO�T'S�kT T/RpU�S�SeE�S,��UpS�INGTMM eH�ISLLA�YOOpUT SET CHAMBERS TRUSS INC 3105 Oleander Aiienue Fad'Plerde; Florida 34982-6423 800-551-5932 Fort Plmce M-40,Zt)12 Fax 772485-8711 v_... raewh rP249 9.2012 Stuart '772,285.3= the Architect's or Architect's representative's - -- -- - ---� — sTrop drawing approvahis NOT a "double check*' of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their reap ivc locations. ' Approved By: /-fir:`1 Data. — Braden & Braden A.I.A. P.A. 92.0/93.2 MI-MK 4.2 DESIGN CRITERIA — County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting ., Roofing Material Shingle or Shake 0 w Loading in PSF Roof R.D.L. Top Chord Live 20 c Top Chord Dead 7 4.2 Eo�I o Bottom Chord Live 10 Non -Concurrent c Bottom Chord Dead 10 3 TOTAL Load 37 7.2 I Duration Factor 1.25 c m Wind Speed 165mph Top Chord C.B. Sheeting by builder. s �o Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15"1 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L.=Res"ining Dead Load C.B.--Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Desi ner and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' w82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By:_/�/r/is� Date:10/07/15 Revised:10/15/15 I I I FOR 14'-4' w - 6-1 7 14'-4" —7 _ I INDICATES LOAD r%ESaRING � � ` i � � 14-4" I 6'•d" � 14�' I REQUIRED LOAD ��� ✓ V WYNNE BUILDING CORP. BY i' CLOZED AREAS ARE OF �� Q DESCRIPTION: SUPPLIED BYT 8 DER PORCH RIGHT t PORCH LEFT / SPECIAL CONCERN & MUST BE ATAHEIGHTOFS=.-o• � CHECKED CAREFULLY &MAY I 71 CARLTON 3BED REAR PORCH ABOVE FINISHED FLOOR PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE t INDICATE DEIIATION FROM PLANS ^15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 .7Y&aS 5 r IA(ark E