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HomeMy WebLinkAboutBUILDING PLAN^ 77,nIFED MAR 19 20% PEi,,a, lFNNG St. Lucie County, FL Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin\ caps with 11/4' ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32' CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 SLOPE 1,q 12" .. 5/8" thick light textured O O stucco on typical concrete block construction 1. 2" H. H. 0 Finish Columns with 5/8" thick cut coral finished stucco bands 0 12" RIGHT ELEVAT10N 12 4 SLOPE 5/8" thick x 8% cut coral finished stucco bands SCALE: 1/4" = 1'-0" ELEVATION N0TF.S: Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin ceps with 1 1/4" ring shank nails spaced 6" o.c. at ell laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 -4 1 SLOPE 12° . H O C Finished Floor - - - - - - - Finish Columns with / \ 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVA71ON - Overhangs at 1'-O" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted 26 5V Any changes to this plan Shall be Submitted to the architect Union Corrugating Co. ga. crimp metal roofing FLU: 1211A Attach roofing to deck using #9 x 1.5" Per Approval 30 lb felt f Or a royal In writing p p g prior to startle construction. p g wood screws with washer over underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin - Return ALL Stucco u e e o Bands I n t O 1 I n d oW or [Door. caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf +-5/8" thick x 8"w cut -, coral finished stucco bands M �\ 5/8" thick light textured stucco on typical concrete block construction Finished Floor------------------------------------------------------- - - - - - - LEFT ELEVATION SMO0NIM0NYSkl000TIYNONYW3k1 SCALE: 1/4" = 1'-O" isnY4 3000 AW3N3 08d RUM 3ONW Idwm O0h18 ONv SwiOYd Fl bNiMOK i33'(W gabirLLDvdnNYW Tlv Product Approval Submittal Affidavit Opening Schedule Swing Doors. Overhead Doors, Sliding Doors. llindows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method JEST Date Pressure Design Pressure of Approved Tests Type NUMBER 1.2.3 FLU 11499.2 Single Hung Series 165 Mi Windows doors 3/14' dia. Tapcons w/ min. 1 114" penetration at L" max. from eachfcorner and 19" o.c. thereafter thru PT Buck +41.2/-50.0 psf t4 and into solid CMU well A FLU 15311.8 Overhead Model 824 9,-V Max. width DAB Install track to buck per product approval and per manufacturer's recomendations. +50.0/-60.0 psf Garage Door W-O" max height Attach Buck to wall using3/8" x C anchor bolts at 18" o.c. Smooth Wood grain Plaspro/Nanga Elco I/4° ilia. tapcon with min 1.25" embedment at 6" max from corners end 14" o.c. thereafter in jambs. + 45.0 PSF B FLU 15221.1 Fiberglass g series o Fiberglass Plastics Corp. Pressure based on SCHLAGE hardware. C FLU 15332.2 Sliding Glass Glass Series 420 Mi Windows doors 3/I6' dia. Tapcons w/ min. 1 1/4" penetration at O" max. I o.c. thereafter thru PT Buck from each corner and 19into + 40.0 PSF Door and Wid filled CMU Product NOA FL / Model # Manufacturer Attachment Method Exppiration Design Pressure of Approved Teats NUMBER Date 6164 Mi Windows For CMU use (4) 3�16" dia. tapcons witl min 1 1/4" penetration withh anc ors located per pro act approval drawings. + 44.2 PSF Mullions FLU 15353.2 vertical mullion and doors MFG TO PROVIDE REBAR IN MULL - Roof FLU 1211.4 5V Crim p Union Corrugating Co Union Corrugating Co 24 ga. 5v crimp metal roofing attached to deck using 49 x I.S' wood screws with washer per approval over Titanium UDL 251lus FIELD: -85.8 PSF Metal Roofing underlayment installed with inn. V side lads and 6 end laps fastened with corrosion resistant Uri cape and with 1.25 ring shank nails s aced O" o.c. at all Edge and Perimeter: INSTALLATION aps and two staggered r ps 12" o.c. in field. Attached deck per sheeting ettnchment detain on roof Ian -113.1 PSF METHOD: A -IS .Siding Stucco on Block Soffit 12-0124.05 12" Full O Vent Kaygcan Installed using any approved anchors as shown in product approval. re to the product approval for the use to strictpply adhener Contraof 4-20-I6 +55.0/-35.0 PSF Vinyl Soffit ctor . spacings, Ind gi distances. Hurricane 20 Gauge Produc tection Contractorntoastrietlyradherentoors theaproduct in product use +55.5/-12.0 PSF Panels FI# ISO1L.2 Storm Panels L I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 2" 5/8" thick x 8"w cut -' coral finished stucco bands 12 SLOPE SCALE: 1/4" = I'-O" Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staygered rows 12" o.c. in field. Roof deck to be 19/32' CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psF a m lim-IM-100111 IM-111-M-0 I 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 12" 5/8" thick x 8"w cut coral finished stucco bands SCANNED. BY _ 3TLl1CIECOU ' o3-d3�ts ST. LIIC rnL7%7V Ri?IT,TT1'(: nMSION FEVIFN1'E;DFOR CQ.%WL E itt ' IE A1111111' DATE l 111. Z9 1 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. SCANNED BY sT WCIR Ct UWV THESE PLANS AND ALL PROPOSED WORK 1, ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO . COMPLY WITH ALL APPLICABLE CODES,' 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 4 coral thick x 8"w cut -"f I I coral finished stucco bands SCALE: 1/4" = 1'-0" Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. I/ll 2" drywall ceiling on truss bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate I W 5� G 25 s 1/2" drywall on iz � 2" x 4" studs at I(e" o.c. pW� O d base -board 11 11 / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR L'xC #10/10 WWM on L and Visgueen over clean compacted termite treated fill Interior Non -Bearing Partition nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: IL5 mph ultimate Mean Roof II'-O" Roof Pitch: eight: 4:12 PHIP Internal Pressure Coe icient: ±O_i8 Subjectabdity to damage from: Weathering: Negligible Termites:Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD design 2:IZ ITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL: 0.6DL+O.4WL 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. +20.6/-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 = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3Pat Shear Walls Considered for Structure? Yea Continuous Load Path Provided? Yes Roof Zone 2 Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure:2.500 psi. Presumptive: X By Teat: psi This Building Shall Have the Following: Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: m= Roof Zone 3 ROOF LIVE LOAD: _3'1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -5 pef FLOOR DEAD LOAD: 10 of JOB ADDRESS: FLOOR FLAN _CRASH POST DETAIL TYPICAL NOTES: SCALE 114" = I'-O° N.T.S. 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding with Work. Flange with4 - 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Inttoo slab (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have 6„ a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ''" /' ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0 0 Shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �3/e" 2'r," 6. Drywall at ceilings shall be leveled and attached to bottom chord 9„ 2 r�' of trusses with screws per FBC R 102.3.5. o 0 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302,6 I.I. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed Index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation bloc with door as attachment nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior with F.B.C. R316 - see permit info box of code edition IS. G psum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C40, C1002, C1047,C11-1-1, CII78, C1218, C1395, or C1396 and shall be Installed nrrnrrlinn to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood Framing members Nails Screws 2" x min, thickness Ceiling Perpendicular 24" 1" 12" 13ga 13/8'OlRong with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail " r2 15/44" dia. x 15/8" long with 15/64" head Walls Either I6" 8' I6" Direction OR Gypsum board nail 0.089" din. x 15/s" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8"OlRong with 19/64" head 0,098' diameter x 1 3/8" long annular -ringed or Id cooler nail eOR 0.092" ilia. x 11/8" long with Either 16" all16" Walls Direction 1/4" head OR Ggprum board nail 0.0915" dia. with 19/64" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product aprc 19. ALL ceramic tile surfaces Installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, 4136_l and AI g,-1 sum backers in accordance with ASTM 20. Cement, fiber -cement or lass mat yp C1288, C1325, OR C1118 and Installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile In tub areas and wall panels in shower areas. 21. Insulation Including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyinq smoke E 84. developed index not to exceed 450 when tested in accordance withh AA Insulation shall comply with F.B.C. IR316. Union Corrugating Co. 2( ga. 5V crimp metal roofing FL#: 1211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c, in field. Roof deck to be 19/32 CDX plywood nailed to trusses with Bid x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) lod x 1 1/2' nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 �- at 24"o.c. TYPICAL 18101ba. uplift (shop drawings by manufacturer) ass Aluminum Drip 7ia 1 Minn b ttomochord wn eo91 trusses Edge d Fascia I/2" drywall with smooth finish 2" x 6" Sub-FascTwo rows of beam block filled with concrete and ll) #5 bar cont. in each row. Substitute Ka can full o vent viprecast lintel filled with concrete and (l) #5 using n full dia shank x I5" long gely. bar cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet 91 1/2" drywall over I" x furring strips at I6 o.c. with R4.1 fi-roil Insulation on typical 8" Block walls 5/B" thick light textured - All drywall to be installed per FBC R102.3.1 9 and shall meet all pertainingASTM codes. stucco on typical concrete - Mortar to be Type "M" onlg proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w/ Fill cell with concrete and 30" overlap (l) 45 bar Vert. (typical). at each filled cell Max, spacing shall not exceed 48' unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Grade - -_ l l l IIII1 III =1.• . ' III 1=1 111 I I= it-IIII _-__ _ III IIII_ III 14' x 14" Concrete footing l4° with (2) 95 bars cont. and #5 transverse bars at 48" o.c. TYi=ICAL S�=C70N Scale I/2" Masonry Beam 0t1t0 Sliding Door At Masonry Wall Head fixed door sliding door 1 1/2" Sill Detail NTS AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 Sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 Sq. ft. 2" VTR J1L I I I I 21' VTR /' Master rrJL Bath 2• hl 2" Lf Lay. 4• 2" VTR JIL 3• I I I 2' 3" Sher. Kit. Sink I I Kitchen 2 Lay. I 3" w.c. Bath #2 Shwr. 3' C.G To Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall ypical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size ROU h Open. Window Description PRESSURE ZONE 54%8"x 63%4' Single Hung ZONE 4 2, 6'-2%a'x 5'-3 %s" 75 x 63%' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21 :"'x 38%" Single Hung ZONE 4 4'-2/a" I 54%"x 54%" 1 Single Hung ZONE 4 ALL Windows to be aluminum Windows W/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet i ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 i,"x 83%' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %i' ;rr :b.°.`:°� Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81'/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x I %' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-4" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 6-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 O I N Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and sill per product approval Of wall ----\ / \ Buck to be I" x 4" PT I 9'-C -11 12'�_ �_ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB. HEADER, AND D e t a 11 a t UJ I n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Braden t Braden A IA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 B Fax (112) 287-8283 ��2 E-mail: bradenaia°comcast.net Stuart. FL 34994 #AAC000032 01 Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall 71: varies #8 Wood screws thru jamb into bu6 at each hinge and 15" o.c. max and D e t a l l at Door prior to door attachment NTS wgnne Building Corp. Date Drawn : Revisions : Sheet Comm # 3-1-14 , 2' Grand Carlton f f LEFT E Drawn bg: C.C.U. 2. 12 - 2 � Spanish Lakes Checked bg: St. Lucie County Florida D.R.B. OF 5 STRUCTURAL MOTES: 34'-0" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 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: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 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 TO BE SPREAD IN 12" LAYERS AND ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 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. MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13, MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION F0071 G• I-13" BEAM6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. �• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 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 FOLAD/470N FL/4N I�• 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 I US bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to S'-11" wide. Provide (2) filled cells on each side Of openings from 6 -O" to ` _11" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L 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-3S specifications. ALL Anchors to be A-301 steel. `l. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell SECTIONS 4" concrete slab with fibermesh OR VxC #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade 7 , c — wE� _ 11 —IIII III IIII- 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" f 1 TYPICAL FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan (Y ! : s O„ (2) #5 bars Cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Top of Tooter 16" below finished floor � 30„ OLUMN FOOTiN( SCALE 1/2" = I'-O" Verify house slab height in Field 30"x30"xl6" concrete column footing with (4) 45 bars each way DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE- \ SCALE: 1/4" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with Fibermesh OR Cx6" #10/10 WWM on 10 mii Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL 4"__SECTIONS Ad'ust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. CxC #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 0"0" s F.F. Grade ;_hI MI14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" rj GARAGE CURB DETAIL SCALE 1/2" = I'-O" 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 WfTHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 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 • • - Architects - Planners JOB _ :E mail: bradenaiaElcomcast.net Stuart. FL 34996 444CO00032 0 I N 0 I �r 20'-0" — —I — +—I :1700 _ _�_ 1 i i O D 00 77 T I FI --------I ---- t I I Filled cell under I FI girder above 24„ IOD 0 J Rear Patio/Slab be r I r to poured from the house separate r slab. F4 I — I N�I � q ftt I Thicken footing to 24"w x 14"d x 24"1 I FI under filled cell Q a under girder bearing. I OO O y Q° Q 1 T777M I L — Rear Patio/Slab to be flush with bottom of I ° sliding door recess. Slope 1/2" I - I I i F_ I I I; - I to I FI I .e 4" concrete slab with fiber esh OR O 6"x6" $t10/10 WWM on 6 mil Visqueen over clean compacted termite tr ated fill I FI I _a cr . V � I O i � TERI�I I FI O I 0 I ❑ o A/C r # l I 4" 0 Steel Ballard 6 Filled w/ Concrete 0 I r— W, F5 > I I Fy l of �°= I'p1 O� IF IQ v I E EN I I E 0 L--a FIB Ioo o -,I -3� O o a I N UO o I u°O c F5 I FS # v HA 1E TREATMENT REQUIRED I x p - F41 Q) I W I M L — Fb Recess for — — — — u F4 � 1 F4 `n r—I 00 Oil Garage Door r-IDir. OO ------------ l 3'-5" 1 9'-0" W6nne Building Corp. �2' Grard Carlton f f Spanish Lakes St. Lucie County Florida O 2Jl F F 6'-" 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. ti into lintels above H.B FOOTING SCHEDULE Mark Size Description FI 14'W x 1: "D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W 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 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS 14"W x I#"D FS With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-O" Date Drawn Revisions GARAGE 3-1-16 LEFT" Drawn by: C.C.U. Checked by: D.R.B. ROOF SHEETING ATTACHMIENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 31:8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these ans for zone 3 Ke Area Ed a Field Fastener Pressu ree Zone 1 6" 6" 8d ring shank 45 psf Zone 2 41, 6" Sd ring shank 16 psf Zone 3 41, .4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide 45 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. Provide #5 bar sat in pre -cast lintel into beam where length of the opening calls for it. ProvideCast-Crete 8U8-OB/07 precast - lintel set in mortar u. _ Min. 8" Bearing -- - - --- �� =- --- -- Verlfg with Plasm Concrete 12"x 12" Lintel Column Block � # I Rebar Rebar si 48 Bar Dla. Min. Overlap Column to Lintel Attachment NTS 1 I 1 1 1 II 1 I L905 1 9'-0` 10'-6' 8FI6-6/2T ONE I #5 2 #5 1533 1 1183 401 LI00 10'-0" II'-4" 8F8-IB/2T I #5 2 #5 582 1 444 452 LIOOB 10'-0" W-4' 8FI6-8/2T ONE I tt5 2 #5 1366 1028 452 1_120 12'-O" 13'-4" 8F8-IB/2T I #5 1 2 #5 411 428 324 L120B IT-0" IV-4" 8FI6-IB/2T ONE I #5 2 #5 1015 110 324 L140 14'-O" 15'-4" 81iiiI6-IS/2T ONE I #5 2 #5 1250 609 259 LI60 iv-O" 11,-4" 8F8-I13/2T I #5 2 #5 300 192 194 L140B IL'-O" n'-4" 8FI6-I5/2T ONE I #5 2 1 #5 1 950 1 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE- - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PREgTRESSED. e PT Buck ed per jamb into filled c 4" Pre -cast Sill \ oured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. Poured Cot concrete b CBS WALL 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 Sim son MGT into wall usingg N 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Poured Concret concrete block Concrete l Manufacture TRUSS BLOCKING DETAIL Flush Mounted Shutter °etas AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 929 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using Bid nails. Substrate to be 19/32' COX Plywood nailed at 0 o.c. in field - and edges with IOd ring shank nails into studs. Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min- 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o-c- in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2-5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf I� Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 2,1" supporting Max. 18lobs. up lift Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web Aluminum Drip —" \ / Edge t Fascia 1/2" think stucco on 3/8" In -rib lath attached to horizontal and vertical wood 12° framing with nails or staples to provide E� no less than 1-3/4" penetration into 2" x 6" Sub-FaSel horizontal wood framing and 3/4" penetration into vertical wood framing members Kagcan full o vent vinil soffit installed using 1/8" dia shank x 5" long galv. rooting nails with 3/8" dia. head per product approval - see chart sheet 41 12' x 12" concrete column block filled with concrete and (2) #I bars Vert. tied_" into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer W' below finished floor J 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 3*5 bar Vert. w/ 30" overlap at each Filled cell Rear Patio/Slab to be Flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan 1111�1111111 ,11Ik-lII-1 "i i=3 Tublcal lummum Panel zes per manufacturer See Typical Stud Detail 1/e" x 3/32" Wing Nut w/ appropmate washer and spacing Oar manuracturer's Details \ 1,11cmalms. II �Aar5" Stud Detail Stud w/ Die Cast Zinc NTa Nickel Plated Wing Nut nt5 Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEER-f-D WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) is e) x r O� U) CV 4J y 4— a _� N u) U N a3 U O d Ems_ — O N U C4 w AiC Brace Gable end with 2" x 4" SYP 42 min. Oft back Waded to bottom — of top chords using (2) IOd nails at each truss "\R-30 blown fiberglass _ in bottom chord of trusses O 1 I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute precast lintel Filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" dryywall over 1" x furringg strips at 16" o.c. with R4.1 Pi -foil - insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC RX1.2.1, Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) 0 V, Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss- Add blocking to on this sheet l 24" o.c.) HETA 20D 1810 supporting Max. lbs. uplift 603 Vial Ma\91 11 IWO I OWN, A E IN MAIN 9 WArArIA WA N. I I WE, W I ZAWAJAN W-urim"I _o. 21 (Ia. SV crimp metal roofing ti) 0 wood screws With LL asher Per Approval over 30 lb felt underlagment iristall�d with min. 4" side laps cap:l,with 1 1/4" ring shank nails spaced 4" o.c. '41 at laps and tw.i staciqered rows 12" o.c. in field. CA Roof deck to be 9/37 COX pi�gwood railed to 4. Max allowable uplift LOA ttic cc with light IMF MIEVA FIII cell with concrete and (U ROOF F L f4 #5 bar Vert. (typicaD- f� Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with ribesh — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER mil ViVisqueer over 6"xd" #10/10 WWM on 6 mil en clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE Section at Front fi orch Scale : 1/2" = 1'-0" Braden t Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaia5comcast.net Stuart. FL 3-4994 #AAC000032 O 2 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 — CONTRACTOR To PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION W(gnne Building Corp. Date Drawn Revisions: Sheet Comm # 3-1-14 �2' Grand Carlton 11 GARAGE Drawn by: "'4. 12-2 c.c.u. Spanish Lakes Checked by: St. Lucie County Florida D R S. OF 5 PANEL "A" arc# Description Wire Load BR Poles Poles BR Load Wire Description tire# 2 40 1.0 kw us A/C comp 1 2 AHU no, 3.5 kw 30 2 3 5 4 6 2 2 30 4.5 kw #10 40 gal. water HTR Range #6 12.0 kw 5o -1 e 1 20 1.8 kw U12 Pump 9 10 Dr er 30 2 II 13 12 14 Dishwasher T:;I:Z[.2 I 20 1.5 kw #12 20 1 1 20 1.5 kw #12 Microwave 15 16 Refrigerator 20 I 1 20 1.5 kw #12 Kitchen S.A.C. m is Recepts 20 I I 20 1.5 kw #12 Kitchen S.A.C, 19 20 Recepts tt12 20 I 1 20 1.2 kw #I2 Clothes Washer 21 22 Recepts Recepts #12 20 11 1 20 0.81 kw #12 Garage Door Opener 23 24 #12 20 1 1 20 IA kw 412 25 24 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 I 5 #14 General Lighting 29 30 Recepts #12 20 I 15 #14 General Lighting 31 32 Recepts #12 20 1 1 15 914 General Lighting 33 34 Exterior GFCI #12 20 I 1 IS #14 General Lighting 35 3G Bathroom GFI General Lighting #12 20 1 1 20 #12 smoke Detectors 37 38 414 IS I I 20 #12 Bathroom GFI 39 40 General Lighting #14 15 1 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting .(3. ,watts sq. ft.) .. _ ... Small. Appliance. Circuits) . ........ Range ......... .................. ............... Refrigerator................................................... Microwave ............................ .......... I.......................... Dish Washer ....................................................... Clothes Washer Clgthes..Dryer.. .. ..................................... Water Heater ................................................................. Water .Pump ................................................... Garage Door Opener .............................. ....... .......... 1735 3 5,205 2 1,600 3,000 12,000 12,000 I 1,200 1,200 I 1,500 1,500 1,200 1,200 I I I 1.200 1,200 5,000 5,000 4,500 4.500 1 1,800 1.800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10.000 10,000 Remainder 21,415 ®40% 1 1 O 10,966 Electric Heat or A/C 10,000 e65% 10,000 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 129.03 150 Amps Electrical S mbol S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0 - Wall Mounted Light �rpr. Walmtterproo ground cult circuit Q Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack Aso A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up I❑i Intercom Electric Notes: Yg01_thLL --- Soffit MECH,4NIC/4L I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testirn and inspections including blower testing where required. 14, All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed wlthouK additional charge and shall include replacements or repair 9f any other phase of installation that may have been damaged. LAYOUT SCALE: 1/4" = 1'-0" Il. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for On the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9`1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMIS02 #2/0 Aluminum feed I V24 Conduit -_ 2" PVC ( FPL 2" rigid service FPL A/C disc. ISO AMP CB PANEL #6 cope wire cont. 4%ar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru oaf fit Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. not shown i clarity - O <r ELECTF,,fC/4L FLAN PATIO/SLAB SCALE: 1/4" = 1'-0" Attic vertircl Calculations FBC 2309.7 Total Attic Space = 212-4 sq, ft. Venting Ratio VISO = I-f.16 sq. ft. required Provide A Continuous Vented Soffit Post Light with %7n Photo cell I 0 N 6I-3" H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light