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HomeMy WebLinkAboutBUILDING PLANGuIP Coast Supply and MFG 5v Crimp Metal roofin FL #IIL61.12 2L ga. 5v camp metal roofing attached to plywood 'eck Laing woad screws with self sealing washer at 12" a.c. max epaang over ASTM D !type 2) 30 16 Peit underleyment installed with min. 4 side laps and L" and laps fastoned with corrosion reestsnt tin caps and wish 1.25" ring shank nails a aced L o.c. at all laps and two ateggerect rows 12" o.c. in field. Attach dpeck to truaea using attachment detatt on this sheet 5/8" thick light textured 12 stucco on typical concretd 4 1 SLOPE block construction Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 go. Sy crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L" o.c. at all laps and two staggered roles 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 \LOPE 4 EGRES PER D 3 ------------------------ 0'-0" = Fini 01 5/8" thick light textured stucco on typical concrete block construction RiGHT ELEVATiON Product Approval Submittal Affidavit Olpmniftwng8ohednleamiDoarb Overhead Doors, SlildiummDooee. a 1,2,3 A NUMM FL!734-3 I4-0330.02 Product Sln le Hun 9 9 Overhead Garage Door Model �I SH-l00 Im act Model 824/811 9'- max sadtl� IL'- " max ling t Manufacturer PGT DAB Mere 5/IL" Attachment method I/ 'adds tapeons rim. I /e penetration lto dhera to spat per product a roval. Contractor she! min. dicta- a ecifiad in Product approva4 ° x �' " s.-� v m. • ae e.v"9i TWT Dais � �� Tomb + 80.0 PSF - + 50.0/-LO.O pef IO_q_21 B FL# ILL14.1 Fiberglass Snomogth Pro Jeid-Wen Eko V4' 6a. tape eth min 12�' embedment at 3' max from corners and n ma. max thereafter m heed and jambe.+ 50.0 PSF (,; FL# 251.5 Sliding Gass Door SGDs l PGT I° nam T pe "GSA" l e p�r t ov . / ontraetor ° s an /jr2 1/2" edge distances specified m Product approoval° ± LO.O PSF Product NUMMDots Model III Manufacturer Attachment Method ratios of Design Pressure Approved Tembs M11iiiOns FL# 2LI.1 I' x 2 3/4" x .315' PGT netaU per fastener typo and inps shown m Table IA and IB in product approval on sheet 5 Z2. + 58.0 PSF Roo= FL# IIL51.12 5V Crlm Metal Roofing Gulf Coast Supply and manufacturing 2L 6v ern metal rodmg attached plywood deck using #9 x 1.5' (� osiP:lef Gerroi tee with max x0C1iide laps and SL�erCid top faetlnad with corrosion remstant Lin caps and anth 1. nn shank nml• spae�d i ac. at all Iapa and two st.1garad rows I�' o c. in Gild. Atteeh deck to trwassa Long Itsdata on rod plan - 108.5 PSF Siding Stucco on Block $Orin( FL# 12198.3 Model T4 12" vented yin I Soffit Kaycan Install imung 2" x 2" battens at V o.c. screwed to soffit framing using #8 ; 3" wood screws at each truss Instwithall soffit to battens using +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using I/2' dia. solid set lead anchors with 1/4" din.-20 x 1.5' long 55 screw head combo. with Neoprene washer at 12 1/2' o.c. along the bottom and 13 o.c. at the tap ± 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 #II661.12 2L ga. 5v crimp metal roofing attached to plywood neck using 49 x 1.5" wood screws with s¢IP sealing washer at 12' o.c. max seating over ASTM D (tgpe 2) 30 ib felt underleyment installed with min. 4 aide laps and V and laps r stoned with corrosion resistant tin caps and u�i�h 1.25" ring hank nails s aced L o.c. at all lace and two ateaagored rows 12 o.c. in field. Attach 5/8" thick x 8"w cut stucco on tgplcal concrete coral finished stucco bands block construction REAR ELEVATiON Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2G ga. 5V crimp mete( roofing attached to plywood deck using #9 x 1.9" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 Ib rapt underlayment installed with min. 4 side laps and L" and tape fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE_ P11=111=1 011M ICI ICI Ir•I ICI 5/8" thick x 8"w cut' coral finished stucco bands 2" x 4" top plate I ' 1/2" drywall ceiling on trues bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base -board 11 II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermash OR VW #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden ! Braden A1"t1Ar"'1v PA-lJgnne Building Corp. Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (i12) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL S4994 #AACOOOOS2 Spanish Lakes cat. Lucie County Florida SCALE: 1/4' - 1'-0' ALL MANUFACTURES LQM SHOWING U FACTORS AND SHGC COMPLIANCE WITH F80 ENERGY CODE MUST REMAIN ON N.I. DOORS AND WINDOWS UNTIL INSP'ECTiONS ARE APPROVED THESE PLARS AND At.t I*OP S D WG++ ARE SUBJECTT©�ANl�TIOi' " RrvIUIENDEM EAR'YIN�0AWTCTHAT 1/e Thick cut coral stucc yylpgpAta kP tMA9L6C0�` backed wire lath nailed to s s rate through one lager of 15 lb Pelt using 8d nails. Substrate to be 19/32' CDX Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized nade into truss webbing. cq FASiENERF ;)R AT"CRME%76 iStU-If OfTHE ,,;INiAACiOROF RECORD " MV ■ ■ � 11a imi it I[O71 �I li FRONT ELEVATION SCANNED BY 3T LUCIE COUNTY ST. Luc:EIC Y- BLTLP�ti 0 D���i� SCALE: 1/4' - 1'-0' REVIEWED FOR o L NC ce REVIEIY , D BY Lsy- DATE FL , STD RhU70B C^. NO n;SrECTION WILL BE MADE. 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 Baldrig Code Residential: Sth Edition and ASCE 1-10 for Wind Loading Swirling Denign Is: Enclosed Risk Category II Wind Velocity: I45 mph ultimate Mean Rod Height: III-j2O Rod Pitch: +12 € t Internal Pressure Coefficient: ±o_ln "jectabrhtg to damage from: Weathering: Negligible Termtea: Vera Heave € Width of Roof End Zone: V-4' Wind Speed: IL5 mph ultimate Wind Exposare Classification: G 1.21 x O.L = 0.12L Ad,lustaent factor for Exposure Height. ASDesla p Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL LmL Components It Cladding Wind Pressure (NET) Rod Zone: I. +20.L/-J2A pef Rod Zone: 2. +20.L/- 1.o pal Rod Zone. S. +20.L/-84.0 Pat Compopents t Cladding Wall End Zone Width: 3,_4■ Roof Zone I Compoiienu 1 Cladding Wind Pressure (NET) WWeI cne: 4.+35.8/-J8.7 pef p® Wall Zone: 5. +35.8/- 1.8 pal Wells Zone 4 Compoents t Cog Wind Pressure (NET) on Garage Door:+32.0/-40.3pd Shear DaUs Considered for Structure? es - Rod Zone 2 Continuous, Load Path Provided,__Y���� Walle Zone 6 Are Components an Cladding Details Provided? Yes END ZONE Mmilmim Sal Bearing Preasure:2,500 poi, Preemptive: X Sg Test: pn This Building Shall Have the Following: X - Corner Zones APPROVED SHUTTER6r mpACT aL4ss doTHh NErrmllb Rrr 3 ROOF LIVE LOAD: 23-- pef ROOF DEAD LOAD: 10 pef A", 116, FLOOR LiVE LOAD: ' - gist FLOOR DEAD LOAD:-10-- of JOB ADDRESS: �40s Model: Date Drawn Revisions REAR 3-1-18 PORCH Drawn bgt C.C.U. LEFT Checked by: D.R.B. OWN # impact OF 5 1.. , , ,", Counter top - verdg tgpe with contractor FLOOR FLAN Recess top p'w x 3/8' 4" for steel wplateis aLngld e CRASH POST DETAIL see dated on this .beet TYPICAL NOTES: SCALE 1/4" = 1'-0" N T. S. I. Contractor t0 verify ALL notes and dimensions prior to 3C high bg 4" diameter proceeding with Work. p � steel crash post. Floor Flange with 4 - 3/8" steel countertop support angle Install L" from each end and-_ 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 ksi steel plate) we angle detail a minimum 1,400 P.S.I. fiber stress. 1/2' drgwali 4. No dissimilar metals to touch. 2 " 2y;, -` S. ALL Concrete used for slabs shall be mill. 2,500 PSI concrete. 1/;' ;2" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3 000 PSI concrete and/or 4 000 PSI rout mix o 12" x 12" Concrete column III2" block Pilled oath concrete and (2) #1 bars vert. tied into lintels above Jt- Base cabinet N " 2' x 8' wood studs at IL" o.c. 2" x 8' PT wood plate 6. Drgwall at ceilings shall be leveled and attached to bottom chord V J KITCHEN 15LAND FRAMING DETAIL of trusses with screws per FBC R102,3.5. ��4'J� 2%;' Attach buck to block wall with 1. ALL wood in contact with concrete shall be pressure treated. O 0- 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. � 2h„ 2��" 12. Lowest finished floor to be set bg Governing Building Department 6" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door WH• = 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall complg with F.B.C. R314 - see permit info box of code edition I/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 L" PT Buck I of l arm #8 Woad screws thru •lamb into buck at each hinge and 154 sic. max and Detail at Door tar to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/IL' tap -con with 1 1/2' penetration at 6" o.c. max. from each corner and 20,' oc. max thereafter at -tombs and 20' oc. max, Exterior Pace at head and mper product approval of wall It buck to be I' x V PT 18. Gsum board material shall conform to ASTM C36, C79, C475, C514, C630, C931 _I"x4" P.T. Buck nailed to lack C40, C1002, C1041,C1111, C1118, C12-18 C1395, or C1396 and shall be installed with case hardened nails Detail at Windows Prior to window attachment according to the following: (FBC R102.3.5� Masonry Beam Drgwall Location Orientation Fromm g Member Max spacing Nail sizing options for In x L' P.T. Buck nailed to block with case hardened nails NTS Thickness of fasteners installation oP drygwall into prior to door attachmen Maximium Nails Screws wood framing member& 2" x min. thickness ":.::°iir: Install SGiD thru buck into block 3/I6" tap -con with Ceiling Perpendicular 24" 1" 12" 13ga 13/e" long with 19/44 head ;:;,, ,. +:'y-.' >;.^r'•r:+'. "with I I/2 penetration at L o.c. max from each corner and 20." o.c. max 0.098" diameter x 1 1/4' long 'i '"; <:,::;, `` thereafter at head per product approval /2 annular -ringed or 5d cooler nail Wells Either Direction 11." g" IL" OR 0.080" dia. xx 1 5/8' long with 15/1.4" head 0 0 Use 3/I6" tap -con with OR 1 1/2" penetration at In o.c. max. Gypwm board mad O.OBL" ilia. from each corner and 20" o.c. max x 1 5/8" with 9/32" head, thereafter at sill per product approval Ceiling Perpendicular 24" 12" 13ga 1 518" long with 19/44" head 0.098' diameter x 13/8" ton In x L" P.T. Buck nailed to block with case hardened nails annular -ringed or 6d coder nails OR Head prior to door attachment Walls Either Direction IL" g" IL" 0.092" dia. xx 1 1/8" long with 1/4' head - "• OR Gupwm board nail 0.0915° the. fixed door sliding door x 11/8" with 19/44" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, Masonry Wall A108.1, A118.1, A118.3, A136.1 and A131.1 " 20. Cement, fiber -cement or glass mat g psum backers In accordance with ASTM C1288, C1325, OR CII18 and installe I.A.W. manufacturers recommendations shall Bottom Trac 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 includin facings such as retarders or vapor permeable members installed 9 9 P p S I d Door black with trod111V tap -can with I I/2" penetration at L" o.c. max. D t i within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics i I n g e a I Prom each corner and 20." o.c. max shall have aflame spread index not to exceed 25 with an accompanyin smoke theraaPter at Jambs per product approvalJamb developed Index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS Insulation shall complg with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofinFL #11651.12 26 a. 5v crimp metal roofing attached to plywood gdeck using #9 x 1.5" wood screws with sell' sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two etagggored rows 12° o.c. in field. Attach deck to trusses using attachment data( on this sheet \ Simpson HETA 20 or equal trussnails w ih ��a) rac�ox 12 005101 Is�%2ec PRE a N�4°o.c.RTYPICAL ED TRUSSES ( 24' oc.) supporting Max Ie101bs 4 F upldt (shop drawings bg manufacturer) Aluminum Drip R-30 blown fiberglass Edge i Fascia in bottom chord or trusses 1/2' drywall with smooth finish 2" x V Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar Cont. in each row. Substitute Kaycan lull o vant vingl soffit installed 1/8' die 1.5' long precast lintel Pilled with concrete and (l) #5 gar cont. For bottom row over openings using shank x gaiv. fooling nails with 3/8" dia. head per product approval - we chart sheet 81 I/2" dr wall over In x furring strips at IL" 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 tgpical concrete T and shall meet all pertaining ASTM codes. W Mortar to be Type °M" only proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex showers. tubs etc...) #5 bar w/ 30" overlaperlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing &hall not exceed Wood 48" unless otherwise noted see Foundation plan notes fa Base spacing at openings 4" concrete slab with fibermeA OR L"xL" #10/10 WWM on 6 mil Vlsqueen over / clean compacted termite treated Fill Grade -I I �-IIII- IIII IIII � -11 IIII11 1 �' I. -IIII �I 14" x 14° Concrete Bing with (2) #5 bar& cont and #5 T Yl= 1 C A L SECTION transverse bars at 48 o.c. Scale : 1/2" = 1'-0" Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-S%"x 4'-6%a" 54%:"x 54Ys" Smgl4 Hung ZONE 4 2 V-2 %s"x 5'-31/6" i5' x L3 %" Single Hung ZONE 4 2'-2' x 3'-2h" 21h"x 38%' Single Hung ZONE 4 4. V-1' x 5'-3ve" 38' x 43'/;' finale Hung ZONE 4 ALL Windows to be aluminum windows w/ tint rid mullions per elevations. ALL windows to withstand pressures in permit into box on sheet I ALL windows in bathrooms to be tempered t rough opening dimensions to be verified bg contractor wi h manufacturer a specs prior to construction Door Schedule Mil rk Size Rough Opening Door Description PRESSURE ZONE T-O• X 1'-0' 108" x 84' Overhead Garage Door ZONE 4 3'-O' X 1.'-8' 4N'/," x 83%' Fiberglass Panel - Insming ZONE 4 L'-O' X V-8' 14' x 81 %2"''"' "'s°' Sliding Gilm" pow ZONE 4 2'-00 X V-am Solid Care - Wood - L-Panel -Di-Fold Isnsahed 24' x 8112" 2'-L' X V-8' Solid Core - Wood - L-Panel 6'-0' X V-8' Sokol Core - Wood - L-Panel - Br-Fokd '-8' x V-S' x 1314' Solid Cam Wood, Steel, or Masorete Door 2'-s• x 4'-9' solid Core - Wood - L-Panel 2'-L' X V-8' SdNI Core - Wood - L-Panol - Dr-Fohd ALL b W wi Exterior doors to withstand pressures stated x on sheet #1 RAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM THSTAND THE PRESSURES STATED IN PERMIT INFO BOX I rough openme dimensions to be verified bu contractor h manufacturers specs prior to construction in permit info AND SHALL ON SHEET #1 If•8 3. Verify attachment hole location with GC prior to fabrication 3/8" thick steel brack O 1 r Q 6" COUNTER TOP BRACKET DETAIL O Ann iP) 1IM,lit' [-li1a111 milled cell under girder above PORCH WIRE LATH E STUCCO CEILING I G'-O" I I I I 8'-O" to 9'- " A.F.F. Vaulte Ceiling 19'-5" GREA� ROOM 1 I N l I 1 8'-0" o T-8" A.F.F. Vaulted Ceiling counter EGRESS 13'-II" MASTER BEDROOM 8'-0" A.F.F. Flat Ceiling C - Rod E SheIP F- -- - - 4„ 1,_3„ 4„ v1 r �1 J -1l OSEIt Rod t SheIP WASFiE PRYER N n AUNDRY Vanity to be 34 Y2 " high aTniq a/ ROOMINING I = I I 34 i I b 42„ O 3/e" thick steel I counter tops to T 18" overhang wall 1.5" 'v I I in coo ter top supports ,, , 5'-3" 4". 9'-5" 6 W till W--�- DW i o a +41" high wall i i KITCHEN 1 _ 8'-0" to 9'-0" A.F.F. 1 O m Vaulted ifeilrng b.. Upper cabinets to 1 I expend over Ref. NON PENT 1 REF. 3a' CLEAR L - - 1 - °FExMr -n Estes lmdotisa O "4 steel Ballard Provide auto se detail on this ,,at closer l A tic Ass 1 0 3 1 L 2, U, eci B'-O" A.F.F. - Flat Ceding ARAGE O lock wall in g rage to be " " MT r+ struck block " NE EMERGENCY r - - - -------------� EGRESS I I I I 1 I 1 Z 1 I m I I 1 Zn 1 in SECOND BEDROOM o 8'-0" A.F.P. - 1-Flat Ceding 1 r O THIRD BEDROOM i O m V-O" A.F.F. Flat Ceiling J corn 12'-8" R-a eons rnalnusn- Provide auto 150 Amp closer Panel -----------------� I u 1 b '1GOLF CART GARAGE 13'-O" 0 e e Braden ! Braden AIIA, PA ljynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T H F. W i N D CJ O R Tel (112) 281-8258 Fax (112) 281-8283 Sppanish Lakes E-mail: bradenaiaecomcast.net 5t. Lucie Count Florida s♦iiwP* 121 '.Ld4a►L tteer-nnnnaM g G w 1_ w IL iu H a- 1 in Square Footage Breakdown Total A/C Space = 1.153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 Sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2Alk f' Date Drawn Revisions REAR 3-1-I8lsi PORCH Drawn by: LEFT c.c.u. Checked D.R Bby- OF 5 im�act Fill Copy 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 NONUNIFORM 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 ) = 4i PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI VELOCITY =PER PERMIT INFO BOX ON SHEET #I WINDEXPOSURE 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. 11. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A—I6, 11 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 ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE 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 2500 PSI IN AREA OF l3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 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 FINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 1�• ALL LUMBER 1N CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FUUNUA I IUN CLAN I Ain than es to inns must be submitted to the architect SCALE: 1/4" = 1'-0" • � 9 P 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. Verifg all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from I- — to 9'—I1" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3 concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ 30" overlap - at each Pilled cell 4" concrete slab with fibermesh OR G'xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill iioui mom I= I I I I 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'—O" 4" concrete slab with fibermesh OR 6"xO #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. a. G �- - eo 10" (2) #5 bars cost. bottom steel 12" = 2 11 DETAIL AT to" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12" concrete column block filled with concrete and (2) #'1 bars vert. tied into lintel& above Top of rooter IL" below finished floor- Verifg house slab height in field 30 x30 xl6 concrete 4_L��column footing with (4) 45 bars each way DETAIL SCALE 1/2" _ Thicken edge to 8"x8' with concrete and one 45 bar continuous #5 bar vert. w/ 30' overlap at each Pilled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 14" FOOTiNG SCHEDULE nark Descriptionam I 14"W x 140D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 148D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30' x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8'W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ov14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' 12-W X 18"0 MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR VW #10/10 WWM on 10 mil Visqueen over fill 'his PSrml# 4' concrete slab with fibermesh OR 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill l l l l i`14'w x 14'd concrete monolithic footing with (2) #5 bars cont. GARAGE CURB DETAIL SCALE 1/2" = I' 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 and Visqueen over clean compacted termite treated fill #5 bar cont. 6 IL Ln l2) #5 bars coat. bottom steel 10" � 12" DETAIL AT 9" GARAGE STEPDOWN 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 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. 2" x L" PT wood secured with \ 3/8"dia. x V 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 #i. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 95 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O o Fr Double Filled Cell Column Single Filled Cell Column NTS NTS Braden It Braden AIA, Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL S499L #AACOOOC 12' x 12' concrete column block filled o with concrete and (2) #1 bar& Vert. tied rl 1 Into lintels above AM I" e'-10 'Yo 10,-O" o °mo f Q —I o ° �0 0 1 I i i I I I y o 0 0° 1 ` ° r — — — — — — — — , o / 'r ® ®� — Filled cell under I FI girder above o I FI ° 4" O ® p Rear Porch Slab to L FI I lu - be poured separately o I 0 from House Slab. I � �L Thicken footingg to ° I 24"w x 14"d x 24"L under filled cell - I oa O ° ° ° ° « ° ° 1 under grader bearing. O F ° r — . W J I. w n I FI Rear ratio/Slab to ~' Fi I ay 1 be flust with bottom of slidin door recess. ( ° Slope I' -; FI 1 ° I II I I I I " 4" concrete slab with fibermes OR ovi 1 6"xd" #,10/10 WWM on 6 mil Vlsq en over H.B. = 3 0 S I clea compacted termite treat fill ° ° I I �I I _ ° I I WASHER DRYER I I- I I FII� I i j 1 o I o it I °' I I I I 1 o I FI I I I o I I I hna°I DW i I° 1 4" crate slab with fibermesh OR PI I 1 VxV Ali /10 WWM on L mil Visqueen over clea i compacted termite treated Pill I 1 mcRownve NON -vs REF. AR H.B. ° I o 2 &OPENMG Oo Steel Ballad I 1 I See detail on this sheet II _ _ I I r--- I> Attic Access I° i�1 1� and pww IFI I Metslaither w e of —— —z---- -- — —J I I ouw field verifg eW service location 1 � I o ° I�-� - - - - , _ r 15Pa el p ° I I 4" S I ° I °I I A ° 13'-0" ° - I I i o J o 1J a ° I a — — — -- — — — — e J° 1.5" Recess for .V Recess for arage oor Ciarage Door r 91-01, T-8° 6'-4" 2'-81, _ 9'-0" J 2'-8" Wynne wilding Corp. 7HE WINDSO Sppanesh Lakes 5t. Lucie County Florida REAR PORCH LEFT )ate Drawn 3-1-18 Drawn bg: C.C.U. Checked bg: D.R.B. 0 a - OF 5 PANEL "A„ Poles BR Load Wire Description owes ow'cill Description Wire Load BR Poles 2 40 1.0 Its $8 A/C camp 1 2 AHU alo 3.5 kw 3o 2 3 4 2 30 4.5 kw *to 40 gal. water HTR 5 L Range ai 12.0 ku 50 2 '1 e 1 20 1.8 ka 812 Pump 9 I t0 1 Draw a10 5.0 Its 30 2 II 12 1 20 1.5 Its $12 13 14 Dishwasher $12 1.2 Its 20 1 1 20 1.5 km 812 Microwave 15 Refrigerator #121.2 ke 20 I 1 20 1.5 Its a12 Kitchen S.A.C. 11 is Renpt■ a12 - 20 1 1 20 1.5 kw a12 Kitchen S.A.C. I'l 20 Recepts 412 - 20 1 1 20 1.2 Its 212 Clothes Washer 21 22 Reeepts 812 20 1 1 20 0.81 kw a12 Garage Door Opener 23 24 Recapts 812 - 20 1 I 120 1.4 Its 1 a12 25 24 1 Recepte 812 20 I 1 20 1.42 kw $12 21 2g Recapts s12 20 1 1 IS - 814 General Lighting 211 30 Rocapts a12 - 20 1 1 IS 314 General Lighting 31 32 Recapts a12 - 20 1 - I IS 314 General Lighting 33 34 Extmor GPCI $12 - 20 1 - I IS al4 General Lighting 35 3L Bathroom GFI 812 - 20 1 1 20 - a12 Smoke Detectors 31 38 General Lighting 814 - IS I 1 20 $12 Sathroow GPI 3`1 40 General Lighting s14 - 15 1 s are 41 42 1 sbare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lightma„(3 watts„eg, Pt.) „ „ $mall, Applipnce, ,Cgcult(a) . . .. . . ......... . ........ . . .. . .... Range .................. Refrigerator .. , .. Microwave ................................................ ,Dish ,Washer ................................................... Clothes„Washer, , , , , , , , , , ......................... ClothR!..P.rger................................................ Water, Heater ................................................. Water, Pump ................................................... Garag®,poor,Opener,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, 1135 3 5.205 21,500 3.000 1 12,000 12.00 1 1200 1200 1 1,500 1,500 I 1.200 1.200 1 1,200 1,200 I 5 000 5,000 1 14,500 4 00 1 1800 1 800 1 810 810 Total Watts 31 416 First 10000 Watts e100% 1 10,000 10 000 Remainder 21.415 940% 1 0 10,466 Electric Heat or A/C 10.000 e65% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.03 Panel Size Required i 150 AMPS] Electrical S mbol Legend S Single Pole Swtch ® Recessed Can Li t $y Daubls Pole Switch ® Eggilluall Recessed Pa. Push Button Salitch �Cr Exhaust fan xne Duplex Outlet -0- Calling Mounted Light "® Special Receptacle 0- wag Mounted Light Waterproof. ground fault Interrupter Light with Pug Chain (attic) ® Flow Duplex Outlet Computer Connection Jack ® Carbon Monads Detector 4tt Placid Light TQ Thermostat ® Electrical Panel ® Central Vas 8 Electrical Meter ® Smoka Detector Ceihrg ran ® Televiaon Jack Telephone Jack Ao Disc A/C DisAnnect ® I x 4 Plereseent Lot ® 2 x 4 Pkireacerit Li ® Speaker Hook -Up Intarear = JUNCTION BOX TO SUPPORT A FAH O - THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire onlg, 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. S. ALL bath and kitchen receptacles to be GPI 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 Refri r t lines that are run thru slabs must be sleeved in i��/ 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 fully operative. 13. Contractor shall pay for all Tees, permits, testing, 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 without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. 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 teleehone comoanu. SEE Ise 9 /O Alwslnuw feed AM I' C.erldYL `.. PANEL 2e PVC t 2' .lob ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. Il manufacturers recommendations which shall be verified prior to construction 19. The electrical agatem shall be completely and effectively grounded as required bg the latest edition or 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 bg 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 RM1502 MECHANICAL LAYOUT OTHERMOSTAT LOCATION SCALE: 1/4" = 1' - O " Braden It Braden Architects - 411 S.E. Coco Tel : (112) 28 AIA, PA 7 7 Planners nut Avenue -8258 -8283 comcast.net WP GFCI Install oulet under disc. not shown for clarity Wire For e Front Post Light No; PORCH "<> WP GFCI 1 1 �QD I -- I I I I I I i I GREAT ROOM I I I� \\ \ WA' I \ MASTER BEDROOM .01 L I I LOSET DRYER LAUNDRY DINING I \`\ .0e ROOM I / lee101 � I II \I kb I �IT HE� _ I I n \ .mNGN�V@NT REP. �J O Sr CLEAR L �II� - - oPE 1 {{ 4; Steel Ballard See detail on this sheet Wynne Building Corp. Spanish Lakes St. Lucie County Florida 22' x 54' 1 Attro Aw'""' T .� L _'_` �1 / I OPTIONAL PANEL LOCATION / GARAGE // GFCI GFCI / / r--------a-------i Garage I Door I Opener I I I I I I I I I I I I 1 1 to garage �ghts (3 Post Light firth I Photo call Center Post Light between dnvewags MODEL: REAR PORCH LEFT )ate Drawn 12-b-11 Drawn bg: C.C.U. Checked bg: D.R.B. I§ SECOND VEDROOM 1 1 \ 1\ THIRD ---BEDROOM \ J� GFC f 150 Amp GFCI Panel --�--------� Garage j Door Opener i GOLF CART; no GARAGE � e GFCI I I I � ELECTRICAL CY N WP GFCI FLAN SCALE: 1/4" = 1'-0" Total Attic Space = 2"01 aqq. ft.' "`' `�" Venting Ratio 1/150 = 18.00 sqq. ft. required Provide A Continuous Vented Sofrlt Revisions OF 5