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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY FEB 1 1 2019 5T, Lucie County, Pern Gulf Coast 5upply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.2 " ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured Itucco on typical concrete 12 block construction SLOPE 1.4 RIGHT ELEVATiON 12 4 1 SLOPE 5/8" thick x 8"w cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26od a. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" woacrews 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet �GRESSI Ci = Finished Floor thick light textured stucco on typical concrete block construction LEFT ELEVATiON SCALE: 1/4" = 1'-0" 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 EzSpiration Date Design Pressure of Approved Tests 1.2.3 t4 FL# 239.3 Single Hun g g SH-100 Impact PGT 5/16" 1/4" die. tepcons w/ min. 1 13/8" penetroLiop La be spaced per product epprova. Contractor shhall adhere to min. edge distances specified in Product approval + 80.0 PSF - A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max width IL'-O" max height DAB a s6 hg"v,rt anw a/a' t NIG FL a . ae K a�e.e. `�i'I�i`s �sx"i��ei Ea�'�ee�isKr.1�� .KT%r`ao. nanttown ■n d I ,ds, .cowl - to %xtis adhora to prod= opprwai rend, Vu" .h t Kdwr rdi d.it. 10-9-21 + 50.0/-60.0 psf $ FLU ILLl4.l Fiberglass smoogth Pro Jeld-Wan Ico 1/4" dinPro/. topcon with min 1.25" embedment at 3" max rom corners end 11.5" o.c. max thereafter in heed and jambs. + 50.0 PSF C FLU 251.5 Sliding Glass Door Series 110 SGD PGT 1" nom Type "GSA" 1/4' dia. topcons w/ min. 1 3/4" penetration to ba spaced per product approval. Contractor shall adhere to min. 2 I/2" edge distances specified in Product approval ± LO.O PSF Product NOA/FL NUMBER Model Manufacturer Attachment Method TT ZEST tion Date Design Pressure of Approved Teats Mullions FLU 241.1 1" x 2 3/4" x .315" FGT Install per fastener tgpe andspacinggs shown in Table IA and IS in product approval on sheet 5 of 22. + 58.0 PSF Roof FLU 11651.12 5V Crim p Metal Roofing Gulf Coast Su I in y and manufacturing 24 go, 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max acing over ASTM D (t a 2) 30 lb felt undarle ment installed with min. 4� side laps and L" and laps fastened with corrosion resistant tin caps and with 125" mg shank nails spaced L o.c. at all laps and two Its 'are rows 12" o.c. in field. Attach deck to trusses using attachment dotal -on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented yinyl Soffit Kagcon 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 din, x 1.5" long ring shank nails with 3/8" dia, cad, +55.01 PSF Hurricane Panels -0,12" I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record io COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands Gulf Coast 5upply and MFG 5v Crimp Metal roofing FL 411451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" c.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V O.C. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. Sv crimp metal roofing attached to plywood deck using #9 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 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 staggered rows 12" o_c. in field. Attach deck to trusses using attachment detail on this sheet M I I I N��Wa gml INE in w 0 zW om J W� W 0OCD a0 Ili0 0 Z W w.i Z U R:?: 1,11 CC J . F Z W 11-- J LU In cCC�Oa in 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. Iryll i .H. ® ®® ® : ®®® 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate 1I 1/2" drgwall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board � II 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L and Viaqueen over clean compacted termite treated fill interior Non -Bearing Partition nts Braden t Braden AiA, PA Wgnne Building Corp. Architects - Planners 411 S.E. Coconut Avenue Tel (772) 287-8258 THE W i ND C C Fax : (112) 281-8283 Spanish Lakes -mail: bradenaiaecomcast.net St. Lucie County Florida Stuart. FL 34996 #AAC000032 SCALE: 1/4" = 1'-0" o W-¢28 W W 9 Wgv o� JJ�zzo. o�9r°a w g�oZ3 ILIA tnata r� �g4 ccav 8'-1" BEARING i Vrl 0'-0" = Finished Floor ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: bth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocitg: 165 mph ultimate Mean Roof Height: " Roof Pitch: +12 Internal Pressure Coefficient: ±0_I8 Subjectabilitg to damage from. Weathering: Negligible Termites: Vera Heava Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 121 x 0.6 = 0.126 Adjustment factor for Exposure Height: .ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.4WL 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 Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3pef Shear Walls Considered for Structure? yes Continuous Load Path Provided?_ype Are Components an Cladding Detai ss Provided? Yes Minimum Soil Bearina Pressure:2.500 ca. Presumptive: X Bu Test: cal ROOF LIVE LOAD: 3L pal' ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _15- pat FLOOR DEAD LOAD: 10 pat JOB ADDRESS: 42 ECUADOR WAY Model: REAR PORCH RIGHT Date Drawn Revisions : 1-8-19 Drawn by: C.C.U. Checked by: D.R.B. Ta c:17 PITCH = Roof Zone I Walls Zone 4 ® to Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zonett31FF s-G BY Sheet Comm # E3 OF 5 FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" 1. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have 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 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 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 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door EH. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per F 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 comply with F.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C%O, C1002, C1041,C1111, C1118, C1218 C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5� Drywall Thickness Location Orientation Framing Member Max. spacing of Pastenera Ned sizing options for drywall Spacing installation of into Nails Screws ,pacing wood framing members Z" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/L4" head 0.098' diameter x 1 1/4" long y2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 15/8" long with Wells Either It., g" it" Direction 15/64" head OR Gg1psum board nail 0.086" die. x 5/8" with 9/32' head. Calling Perpendicular 24" T 12" 13ga 1 5/8" long with 19/64" head 0.098' diameter x 1 3/8" long annular -ringed or Ld cooler nail O e 0.092" dia. xR 1 1/8" long with walls Either IL" 8' IIV Direction 1/4' head OR Gypsum board nail O.o915' dia. x 11/8" with 19/64' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4. A108.1, A118.1, A118.3, A134.1 and A131.1 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 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 accompanyingg smoke developed index not to exceed 450 when tested in accordance with 4STM E 84. Insulation shall comply with F.B.C. R316, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x IS" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib Pelt 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 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 12 with (10) IOd x I Wade ( 24" o.c.) supporting Max. .} 1810lbs. uplift ti -1-mm Aluminum Drip Edge t Fascia 2' x L' Sub-Fasna 7 Kaycan full o vant vingl soffit installed using 1/8' dia shank x LV long ga1v. rooi"gmg nails with 3/8" die. head per product approval - see chart sheet sl 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell Grade TYP1CAL SECTION Recess top plate L'w x 3/8"d Counter top - venrg type for support angle e dot°'' with contractor CRASH POST DETAIL °" t"ie s110at N.T.S. 3L" high by 4" diameter steel crash at. Floor Steel countertop support angle Flange with 4 - 3/8" Install 6" from each end and Base cabinet expansion bolts Into one in center of counter. see angle detail slab (3/8"t 50 ksi steel plate) 2" x 8" wood studs L" 91 1/2" drywall at IL" o.c. 2" x 8' PT wood plate 0 Attach buck to block wall with �^ O 1/1' dia. Elco conc screws with mm. 2�2" 1 1/4' penetration at 12' o.c. J*TCHEN ISLAND FRAMING DETAIL q" and 4" max from each corner thru 2iA" v Exterior face 2" x V PT Buck 0 0 7*Rafte thru iamb into buck at each hinge and 16' c.c. max and Detail at Door prior to dair attachment NTS 2'y" 2y2. INSTALL VULKEM BLOCK SEALANT %` ON ALL JAMB, HEADER. AND %2" SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/I4" Lap -can with R302.9.1 1 1/2' panstratian at L' a.c. mint from eachra�nJer and 2nd 0.'� . am BC R302.9.2 tamax. therExterior face at head and ell per product approval of wall Buck eo be I' x 4' PT e I"x4" P.T. Buck nailed to lock with cane hardened nails Detail at Windows prior to window attachment NTS Window Schedule Mark Size Routih Open. Window Description PRESSURE ZONE I. 4'-S%a"x 4'-6 %d' 64Ya"x 54Ya" Single Hung ZONE 4 2. V-2 i/;'x 5'-3 %a" 15' x 63 %;' Single Hung ZONE 4 3. 2'-2" x V-2%2" 21%2"x 38%a" Single Hung ZONE 4 4. 3'-1' x 5'-3%" 38' x L3'/," 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 manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0" 106' x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8' 41ni4" x 83N' Fiberglass Panel - Inning ZONE 4 L'-Ow X C-8' bottC i4' x el ih" ' 1111 Sliding Glass Door ZONE 4 D 2'-0' X V-8" Solid Core - Wood - L-Panel-Bf-Fold Finished 24" x 81 i/2" E T-C X III Solid Core - Wood - L-Panel F 5'-0' X 4'-8' Solid Core - Wood - L-Panel - Bi-Fold G T-8' x V-8" x 134' Solid Core Wood. Steel. or Masonite Door H 2'-8" X L'-8" Solid Core - Wood - L-Panel J 2'-6" X C-8' Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 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 !! "% PRE-ENGINEERED TRUSSES I" x C' P.T. Buck nailed to Masonry Beam at 24"o.c. TYPICAL block with case hardened nails / (shop drawings bis manufacturer) prior to door attachment yR-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" dryywall over I" x furring strips at IL" o.c. with R4.1 fi-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RLOI.I and Mortar Jonts shall comply with FBC 4.01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers. tubs etc...) Fill cell with concrete and (1) #5 bar vert. ftgpical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fpbermash OR VxV #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill =IIII"" 14" x 14" Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" j2' \" \ MASTER } \\ 2' BATH I t VA I 1 \ Imo'' I aril 15'-3" T-1 r2„ 8'-10A" 0 0 0 0 muFi7-ii ° ° N EGRESS ° 12" x 12" Concrete column block filled with concrete and 13'-II" p (2) #1 bars vert. tied Into O lintels above Filled cell under girder above PORCH CD WIRE LATH t STUCCO q CEI 19'-91, o MASTER - o ° O BEDROOM ° c pall, pi uV c war 8'-O" A.F.F. O ° 'n Flat Ceiling I JEW ° I o 03 r ry I Vanity to be O I O 34 Y2"high ° 8'-O" to 9'-8" A.F.F. Rod t Shelf xT Vaulted Ceiling o m r m � y GREAT ' ROOM g 4 �LOSE: T I H.B. if I - J = -1 T_ COTI° dv ° Rod t Shelf n n in° a .. I 506 3Q �r " CD3'-4" it -� 32" DRYER ASNER I � O lul 9' s"' o LAUNDRY e I ° z W O in � y F to 9'-8" A.F.F. O a Vaulted Ceiling DINING T V anity to be 34 y2"high ROOM - 18" 42' I I T E I I ;r counter tops to I overhang wall 1.5" 3/8" thick steel ° 5'-3" 90„I counter top supp its eq. eq.n er toto rl . over ana wall 15" 1 2' LAUNDRY � V I I 12 I I 2.1 1• I I Vi V 3" simn-i 2" 2, 2° I 3 uci Ti 2" 3° BATH u2 SANITARY RISER 12" all Verify attachment `` hole location with GC install SGD thru buck into prior to fabrication / block with 3/I0 tap -con with 3/8" thick 1 1/2" penetration at 4" o.c. max. steel bracke /'from each corner and 20." o.c. max thereafter at head per product approval 3" Use 3/i4" tap -con with COUNTER TOP BRACKET DETAIL 1 1/2" penetration at 4" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval - I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door ' N Masonry Wall iJ Bottom Trac Typical Flooring Slil Install SGD thru buck into 11 d i n g D oor block with 3/14" tap -con with D e t a l 1 I penetration at 0." max. from each corner and 20." thereafter at Jambs per o.c. max product approval Jamb At Masonry Wall NTS Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 287-8258 Fax : (112) 287-8283 E-mail: bradenaiaecomcast.net Stuart. FL 34996 #AAC000032 iN ❑° to in Y/ 2 _4„ - - - - _ _ au _� CARP +41" high wall ° Dw SECOND ° o BEDROOM KITCHEN = A.F.F. � 8'-0" to T-8" A.F.F. I I Flat Ceihng x I a Upper Vault d Cm O eding � � I cabinets to f extend over Ref. O I MICROI AV REP NON-V ENT I 3e' CLEAR OPENING o L l ELI - F (] O --- Provide auto o tr R-II Betts Inwlatian W.H. O 4. O THIRD I R D c+1 E E closer 4 Steel Ballard See detail on this sheet BEDROOM U1 OF�# I O I r 22` x 54' I Attic Access I with light w J = 8'-O" A.F.F. ir, - - - - - IV Flat Ceiling 8'-O" A.F.F. A/C if `r Flat Ceding #I o T GAR,4G O � J Block wall in O - MT /giroge to be -I Bass insdauon auto 2'_9, Q struck block 13'-O „ ccloserde 150 Amp p L _4 ° D Panel EMERGENCY ° r----------------- 1 EGRESS r----------------- 1 B � � I p l I I a I I xN GOLF CART' a- GARo GE Ell IS1 °° OO 191 IE 21 O m H.B. 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 = 2,484 sq. ft. Wgnne Building Corp. MODEL: Date Drawn : Revisions : Sheet 1-8-19 THF, WINDSOR REAR PORCH RIGHT Drawn by: c.c.u. Checked bg: �) " L Spanish Lakes 42 Ecuador St. Lucre County Florida Wa4 D.R-B- OF 5 Comm # B J I 1`,\ul%.0 I UI\�L_ INk/ I ]=J: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS, NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 I0/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FiBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. T GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, ! A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 1*5 bar Vert. at 48" O.C. max. Provide (1) filled cell on each side of openings Upp to 5'—II" wide. Provide (2) filled cells on each Side Of openings from 1o'—O" to and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-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/ Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description FI 1411.1 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET Q 30" x 30" x li"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY FF 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"10 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" 9 12"W X 18"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 30" overlap SECTIONS AL with concrete and 4" concrete slab with fibermesh OR at each filled cell one 45 bar continuous L"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE 4"x6" #10/10 WWM on 10 and Visqueen over clean com acted termite treated fill m _ — Grade p wE` —111 =II IIII= 14% x 14"d concrete monolithic L footing with (2) #5 bars cant. I I TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"xC 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill bar coot. .b • 10" f2) #5 bars cont. bottom steel 12" 2 DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = I' -Oil 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Top of rooter V below finished floor Verrfq house slab height in field SCALE PORCH SLAB EDGE DETAIL 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 sod 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. #5 bar Vert. w/ 30" overlap at each filled cell SEE TYPICAL :'`' Adjust curb height = _ `''•, ``;: ;:. based on gar. floor 4" concrete slab with fibermesh OR slope. 11 #10/10 WWM on 10 mil Visqueen over 45 bar in curb clean compacted/termite treated fill ® K a FE 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood iamb per manufacturer's product approval Garage Door Jamb Detail 14"w x 14"d concrete monolithic GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS "—II —III—III' footing with 12) #5 bars Cont. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 14" Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonr Column With One �j GARAGE CURB DETAIL Conc. Fill To Be 3000 PSI `� SCALE 1/2" = 1'-0" See Floor Plan For Location 45 From Footing To Tie Beam 4" concrete slab with fibermesh OR 61jx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill f#5 bar cont. 30"x30"xl6" concrete `r column footing with (4), #5 bars each Way (2) #5 bars Cont. bottom steel lo° 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = I'-O" Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS r— — — — — — 1 t• 12" x 12" concrete column block filled with concrete and (2) 91 bars Vert. teed Into lintials above 8'-I0/2" I ° 4 10-Oft EE ° i i l i l y y i °° °° -- o — ° a_a_a _a__ a_ _ _a_. ° o E r — — —— FI ----- i E L_J© 8 ©L-r j Fi I Filled cell under 24" girder above E I8 J Rear Porch Slab to O r be poured separately I Lu I �I E from House Slab, O_ O � J Thicken footing to 24% x 14"d x 24"L i under filled cell °XL -atop I under girder bearing. I °° „ E E ° sI _ _�__—_____ ____ ° ° N 1 FI Rear Patio/Slab to FI O if be flush with bottom of ° I sliding door recess. E Slope I" I I ie I �- ° I' I I° EI I i ° I A /C location 4" concrete slab with fibermesh OR U I Cx6" #10/10 WWM on 4 mil Visqueen over I (0- 9 I clean compacted termite treated fillIt I mod; m I� I I _� I FI DRYER ASHER �I I I IE I I I I I I I I F�" 4" concrete slab with fibermesh OR G x6' #10/10 WWM on b mil Visqueen over clean compacted termite treated fill I I I I I F_ I I� I FI � I I° DW I I" I� I MICROWAVE REF. NON -VENT 3e' CLEAR H B OPENING (1 p O Q i0� F iL W.H. I 400 Steel Ballard ° See detail on this sheet �\>1 l I �— ------r---- F04 I =Lau � F5I I © Ise = w ° r � O 13'-O" I b _ I I b _4„ L L------ 5----� I F d) ° 1.5" Recess for ° ° — — ■ Garage0 oor Braden t Braden AIA, PA Architects — Planners Wgnnp, Building Corp. TelS.E. Tel Coconut Avenue (112) 281-8258 T H I I I I j j� l D S IC W I I �l S anish Lakes P St. Lucie County Florida Fax : (112) 281-8283 E-mail: bradenaia comcast.net c+.,a,.+ C1 12Aaai fcAA/"nnnn*101 5e Ltep MODEL: REAR 42 Ecuador PORCH UJau RIGHT II a I ti N IE I I° I I° F- I I F_ I I CDI --J E ]RD) ° 1.5" Recess for E O arage Door 2' 8" 9'-01, Step Date Drawn 1-8-19 Drawn by: C.C.U. Checked by: D.R.B. Revisions 2_v O I 0 I Sheet 2), OF 5 Comm # ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these pans for zone 3 Kati Area Ede Field Fastener Pressur Zone I 6" 6" 8d ring shank 45 oaf Zone 2 6" 8d ring shank 16 Pelf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 4" #8 wood screw 112.5 psf ** Use nails or s(;rews based on pres ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column 1. Verify with Plan Rebar 48 Bar Die. Min. Overlap Provide tt5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast lintel set in mortar Min, e" Bearing 12"x 12" lumn $lock Rebar to Lintel Attdchment NITS Provide tt5 bar set mpre-cset ROOF FL A N Scale : 1/2" = l'—O" lintel into beam where length of the opening calls for it. - Overhangs at 1'-0" unless otherwise noted On this Sheet - Roof pitch at 4:12 unless otherwise noted on this sheet liday y''fft;•;I t` t' i, ';i Provide PT Buck I •:a attached par jamb F:•:;I details into filled cal 4" Pre -cast SillA. 4iid ('A - Truss Shop drawings to be provided bg manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled cell - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide tt5 bars with min. 48 bar diameters overlap in filled cell. Tie 7/ fdled cell steel into continuous tooter steel. / .... , ..:..'.: Concrete Footing r _ J... lase Pooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN Scale: 1/2"" = I'-o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blocking to Vert. leg of truss with IOd x l nails at 4' ac. II Simpson MGT into wall maingg die. threaded rod set min. 12' wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 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 lager of ASTM D T pe 2 felt paper using ed Walla. Substrate to be 19/3 CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing PL #11451.12 26 ga. Sv crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self seating washer at 12" o.c, max spacing over ASTM D (tgpe 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 a aced L O.C. at all laps and two staggered rows 12" o.c. in field. Attach d®ck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars Lintel Bar Clear "A" Length Length Span Bars Bars eLaAR 2 -10 2 -8 I -6" 2,#3 none 3'-6" 3'-4" 2'-2" 2#3 none 8F8-OBAT 8P8-IB/IT 8P8-IB/2T Additional 4'-0" 1 3'-10" 2'-8" 2,#3 none #5 bars ,.• y, ci eA " a?" ` �• . 4'-6" 4'-4" 3'-2" 2,#3 none no Row of 'H" Block Above ::>>;`;;r:' S'-4" 5'-2" 4'-0" 2,43 none Precast Lintel , `>;' 5'-10" " " 5'-84'-62,#4 none ' Additional 1 6'-6" 6'-4" 5'-4" 2 #4 none #5 bars 1 T-6" l'-O" 6'-2" 2 #5 none 8FI6-IBAT 8FI6-IB/2T 2,#5 none NOTES: I. min. coverage or steel=1.5" 2. min. bearing required a as. and=8" ALL reinforcing steel is grade 40. 3. standard for reinf, steel-ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door"H" Unit Width Lintel Size Cast -Crete Specification Rows Block Above " " Botts"' steel S12e Top steel 81za Max Gravity Load (PLF) Max UphPt Load IPLF) Max Lateral Load (PLF) L22 2'-2" 3`0 8F8-OB/IT 1 #6 3069 1564 1024 L31 3:-A'4'-0' 3'-1' 8P8-OBAT 1 #5 2561 1363 143 L45 4'-5" W-10' 8F8-OBAT 1 #5 1105 909 1 339 L60 6'-O" c-6" are-OBAT 1 85 1238 836 121 L60 6'-8' 1'-L' 81F8-OBAT 1 #5 1 1011 121 534 LBO 8'-O' 9-4" 8P8-I13/2T 1 #5 2 85 152 591 512 L40 9'-0" 10'-&" 8P8-I15/2T 1 #6 2 #6 443 530 401 L90B 9'-0' 10'-L" BPI&-IB/2T ONE 1 #6 2 #5 1533 1183 401 LI00 10'-0' II'-4' 8F8-IB/2T 1 #5 2 #5 582 494 452 WOOS 10'-0" II'-4" SPIL-1111/2T ONE 1 #5 2 #6 1366 1028 1 452 L120 12'-0" 13'-4' 8F8-I15/2T I #5 2 #6 411 428 324 L120B 12'-0" 13'-4" BFI4-I8/2T ONE 1 #5 1 2 1 #5 1 1015 110 324 L140 14'-O" 16'-4" 811sI6-IB/2T ONE 1 #5 2 #5 1250 609 259 LILO W-O' 11'-4" 8F8-I15/2'r i #5 1 2 1 #5 1 300 192 194 LILOB IC -Ow IT-4" 8FI6-I13/2T ONE 1 #6 1 2 1 #6 1 950 Soo 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 PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails — ! 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge IFascia 12" 2" x 6" Kaycan full o vent vinyl soffit installed using 118" die shank x I5" long gaiv. roofing nails with 3/6' dia. head per product approval - see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars Vert, tie into lintels above thicken edge to B"x8" with concrete and one 95 bar continuous BEYOND Top of footer IL" below Finished floor 12 4 1/2' into Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger nd to gable etruss with (2) od ils at each web on 3/8' hi —rib lath ntal and vertical wa H/'f" penetration members 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar Vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be Flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan S I Wood Base I_ Tubicdl Section m N 3 r— X s O� m� R a O LU m ui N C L) Q �W o0 H E� W NON . Brace Gable and with 2" x 4" SYP #2 8ft back nailed to bottom oP top chords using (2) IOa naila at each truss PRE-ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) yR-30 blown fiberglass in bottom chord of trusses -1/2' drgwall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel Filled with concrete and (l) #5 or Cont. For bottom row over openings 1/2" dryywall over I` x furringg strips at 14" o.c. with R4.1 fi-foil -insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe "M" onl,� proportioned er FBC R6O1.1 and Mortar joints shall comp with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ll) #5 bar Vert. (tgpical). 'Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4' concrete slab with fibermash OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IIIIi��llll-llll-=li FI at Front F orc Scale : 1/2" = I'—O" Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiaecomcast.net Stuart. FL 34996 #AAC000032 O N Q W Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/e die. into beam threaded either wet rod with min 12 embedment set or in epoxy with ( 24" o.c.) supporting 1810 lbs. uplift Max • HETA 2 (22) IOd ,/truss leg nails into per detail truss. Add blocking to on this sheet M040 L AV, FAA I NJ WAAM IVAN I A FW-AA I I IIIIIIIIIIIII worl 135 M WAAVI-- 1 ffi VIM ,n PA 44 LW 0 INN 11111=12mllmlffl=1�11 MIN CHETA 20� Simpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift THETA 2O 0 W N N � )C r r_ Ou m N yI •iJ +� oa a� X -C v; u..n ti co �__ N u N :3 \. r O W O W O I Provide downspout UJcgnne Building Corp. THE UJf NDSOi� MODEL: REAR PORCH RIGHT Date Drawn : 1-8-19 Drawn by: c.c.u. Checked by: D.R.B. Revisions : Sheet .4. OF 5 Comm # Spanish Lakes �2 Ecuador St. Lucie County Florida W04 PANEL "A„ Pde& SR Load Wire Description cite# tire# Description Wire Load BR Palo* 2 40 1.0 kw #8 A/C comp 1 2 AHII #lo 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 4 Range 46 12.0 kw 50 2 1 e 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 ku 30 2 II 12 1 20 1.6 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.6 kw #12 Microwave 15 IL Refrigerator $12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Racepts 912 - 20 1 1 20 1.5 ku #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 Its #12 Clothes Washer 21 22 Recepts 212 - 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 912 20 1 1 20 1.4 kw #12 25 26 Recepts 212 20 1 1 20 1.92 kw #12 21 28 Racepts #12 - 20 1 1 is #14 General Lighting 29 30 Recepts #12 - 20 1 - 1 I5 #14 General Lighting 31 32 Recepts 912 - 20 1 - 1 Is #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 - 1 15 #14 General Lighting 35 36 Bathroom GFI #12 1 20 1 - 1 20 #12 smoke Detectors 31 38 General Lighting #14 - 15 I I 20 #12 Bathroom GPI 39 40 General Lighting #N 15 I spare 1 41 42 1 sl3are PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) General Lighting (3 watts sq ft.) Small Appliance_ Circuits) ................................. Range ............. ................. .......................... Refrigerator . Microwave ................ ................................... .Dish.Washer................................................... ,Clothes..Washer..... ............................. ...... ... ,Clothes.,Dryer_.................................. .Water. Heater ................................................. Water. Pump ................................................... Garage. Door. .Opener .................. 1135 3 5,205 2 1,500 3,000 1 12 000 12 000 1 1200 1200 1 1500 1500 1 1,200 1,200 1 1,200 1,200 1 5,000 5 000 1 4,500 4,500 1 1800 1,800 I 810 810 Total Watts 31,416 First 10000 Watts 0100% 1 10,000 10,000 Remainder 21,415 9,40% 1 O IO1946 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,946 Volta a 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend 8 Single Palo Switch ® Recessed Can Light % Double Pole Switch ® Egeball Recessed Ps Push Button Switch -0- Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light waterproof, ground fault interrupterro Light with Pull Chain (attic) ® Floor Duplex Outlet @ Computer Connection Jack cn I Carbon Monoxide Detector 4& Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack , Dic A/C Disconnect I x 4 Plorescent Light ® 2 x 4 Plorescent Light ® ® Speaker Hook -Up ❑I Intercom = JUNCTION BOX TO SUPPORT A FAN 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 Brant lines that are run thru slabs must be sleeved in PVC 11. 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 full operative. 13. Contractor shall pag for all fees, permits, teAing, 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 mag 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 telebhone combanu. 15o #2/0 Aluminum feed 08P I h' Conduit �PANEL 2"PVC ( 2' rigid service FPL I Lp 7�6 �eont�''�'e6a�'in slab ELECTRICAL RISER 124 CFM IOXIOXL PORCH MASTER BEDROOM 12x12x10 I I 124 CFM B/A IOXIOXL 141 CFM I 141 CFM IOXIOX9 I IOxIOxl I e1� I - ° 12x1�xTCS � I B/A 8x4x4 9 CFM REATI ROOM LOSET i Vent thru SoFPiti Bx4x4 o 50 CFM - - DRYER ASHER I LAUNDRY 6IMM 8x4x4 141 CFM I IOxlOxl °am ° 12" I DINING 16 Clem F 8x4x4. I I I ROOM \I I T� 12)12x8 el, I B/A \\I 1DAN-------_- n CAD I I ° DW I Ill CFM 12x6xl I ^ I SECOND I I BEDROOM I I IOXloX IL" KITCHEN 20x2O MICROWAVE NON -VENT T L?elllnr\ 30'RCLEAR O OPENING L - i I 12x12x8 B/A 14"I THIRD I 4"4 Steel Ballard Sae detail on this sheet BEDROOM 100 CFM I \ > I I I I - 1 r 22' x 54° IOx6X6 I I Z3 O I Attic Access I with fight I L-----J 6X4x4 ICFM I GARAGE 150 Amp Panel OLF CT GCAR- GARAGE I I I I I I I I - Contractor shall use AL-CU Landing lugs. NTS I 1 - - Contractor shall torque lugs I.A.W. 1� manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectivelg grounded as required by 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 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 ang 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 r----------------- 1 I I I I I I I I I I I I 1 I I I I I I I I I I I r1ECHANICA L L AYOUT O- THERMOSTAT LOCATION SCALE: 1/4" = I i - O 11 Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaOCOMCast.net Stuart. FL 34996 #AACOOOOS2 3 TON SEE MANUAL "J" and Energy Calculation Pot Unit Info Install oulet under disc .- not shown for clarity MASTER BEDROOM i I \ GFC CLOSE v V� Nil __1 . ' --' h111=11111IRu'!11J»I t :! LAUNDRY SECOND BEDROOM, 1 r � i 0 PORCH WP GFCI \ W -- I W u 1 GREATROOM I / DINING ROOM I � 4 / CAB GFCI _ I ICI I C.M. Detector i N R314.3r FBC I l f�PC T�HE� 1 II I ® p1CROw YE dFCI R NOMWT � / // 36' ENING- - J 'r ,Ir :..:.r:. rsrcz:.4R0 Steel Ballard j I� .- �' • r PANEL FCI / mueGARAGE (.) 1 \ Q / / GFCI \ /P \ 150 Amp Panel /to Baser GFCI \ \ GFCI JM r------- -um _ 1 / r-------=--------1 Garage / Garage Door I / I Door I Opener I / I Opener I GOLF CART; GARAGE i 1 GFci I I GFCI to galrage lights I ELECTRICAL FLAN Post Light wi h O SCALE. 1/4 = I,_Oi, Photo cell Total Attic Space = 2101 sq. ft.' Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wgnne Building Corp. MODEL: THE WINDSOR REAR PORCH �f2 Ecuador Spanish Lakes RIGHT St. Lucie County Florida Wau Date Drawn 1-8-19 Drawn by: C.C.U. Checked by: D.R.B. Revisions : Wire For Front Post Light sheet E- OF 5 Comm # 1119-0.4 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. I TRUSSES ARE TO BE SET AT 2•-0: ON CENTER EXGEPT AS NOTED in MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. A A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less ALI 30' to 60' Span A 60 degrees Spreader Bar or less S _ 1 /2 APprox 2/3 to Tag Line span approx. sae /z of span REFER TO I(BCSI REFER TO BCSI Truss must be set this woy if crone used. Truss must be set this way if crane used. Tmss is an evampla. your M y'This is an example, truss may not match. truss a not match. P Y Insist crane operator sets triussithis way. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® I are installed. AIR HANE:>I EFL NOTE` UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHERII A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. TRU`>SES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. v-?- A ARRANSE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 241 IN LENGTH �6 �► Do not stand on trusses until they are braced per BCSI &properly nailed to straps &hangers t� 19 15 -3" 19" '-90 9 ` 15'-3' ti For Truss' -to Truss Connections see hanger/connectorTDome be as de tabs o schedule i engineeringe nails. pac age. L Carried Truss SEAT PLATES BY CHAMBERS tlKKT WZ VA "eew+e o troc nwu _ ■ l; GM /I//,li///,l IN V 110104 \\1 BHA A I 71rZAINO//mil%//% I 2I=1I®ICI INVERTED "W WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) I' I 14'-4" I 6'-4" I 1 I,RING ;ES PORCH RIGHT IOR lij Mil I �I V INVERTED'V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 41 \\\\\`! \\\\I\\\ 1 �1 CN:M I t t As N 1 I L\y As I 1 1 1 1 1 I L BHA FABRICATION AGREEMENT TRI1MN CARROT BE aTARiED urrrn TFRa Ao n1° aths DroPel�ywrlma fb i wee. p r a RET NI ,'I 111111,,Ill III lareel., ' alncewin wl0t fYe toga .. w�Irclt7e tlIe ads aupbtMybr detamfahp ep, , Plererrax dw m vYad. .a laisaa� t'nod�'oe "°. pd a °tom htlestlo pC T M tl» tepdn te111d1e4 or ro 4. Therur,�a�. gwnbas� y dop In wnch 'A nNvsty�' s tom & y ?P"RC6 14)r as l'aMetby Tom N?G4 deRusry. C1rarMas Tnm has the gob aafratlty b f"e�0° Job 6,e suRaWs . Ths buyer b t" is riot tole addlyp„p delOvreT'M wa be n+ePe11 E oohs b.calee iob .R. t. rIa ° f arrrlber. TnM has b °"IJs •. Buysr D rsepaneWb to CI 7 er buyer b rat prepared fa dealpy of tlt4.leyait A � hwtr�� "bled to ahanps M aM �„ . 7: This- b a PURCHASE ORDER b C Z bJ' �nben to a !f aproameni s reuaiaWe Mos. Imaice wa M ttlay on asn dNnryOf kh . I'llelf. be �0 ld fliI ad date de My � «tom of tm for &'b erOr l4 or Chemberso"Tnns'hedowselutee sa°°rnxd b el turns herebl. . • tnoaMaomy puerantees prye,e,K vArb, aeo for thb mabrld t1„ ,eae,y . t2tam6w en Tnby any erlay raealvbq "NWW and Nis r r f any and pn,d e to owed tokrdumiw +q?mels fees. f ddK4 b paymerq br nlabrW be pay Kthe by or apsyme by = enlfp ffw pwtw tole tit, the Rams iijmmed h"OUnd4f be Safnt►UcN County. Flake. "Wee that fro epb v m for ary such acdon we 1Ra•1. Design ortUes For Cw4ucdonnesporlatblales are per'Nafony SWIdaNAnd R,d� p,dd A 4SIRPUWf'CA 4-2 uAV Metal PI�As CMfte ded Wood Tnowe e� On oATEo ' q+I er�MIV is�t WPar'� ;a'' 1-orbPrewttt�tayb MU. pie ply bum" must be fastened together per an before they are set; failure to do so can reiultln roof Coll". Temporary and Perrnanand bracing are required and can nave we . ' and ProPerty and Is the tesPonslbllfty of the tugs erector. 'Study toe conteab of the Information Packet Included on delivery before setang bussec nueees must beaetand braoad Perdaa0, b preaIat"& Trusses must be set plumb and square Dom C ` t bunks or stack of PkWOCd, roofing material or any . other co 11111traied loads on tngsasr this can cause collapse. DO NOT SET TRUSSES USING TH�gg USE LAYOUT DELIVERED WITH TRU88ES TO CHAMBERS TRUSS INC 3105 010ander Avenue Fort Plerce; Florida 34982.8423 800-551-5932 . Fort Pierce 772 48ti-2012 'Vero Beach 77Z-68g-2012 Fax 772-4W-8711 ••r—� aera... /`YaupCpetgpt Or The doable �kPaPProvat SPreserrtativa's ^ap other constr 9 field measure eSPo osihle u of tress gene erchif d s�euceWr y�rs r al ro c of shape, tare from aPPin9, their refire an d UPI) on ive 1 t'I'd, 11pprovetl location and t�21e BY 92.0/93.2 MITEK 4.2 erade„ T► DESIGN CRITERIA A.I.A. P.. -- County SAINT LUCIE Building Department ST LUCIE COUNTY --� Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. c fp Top Chord Live 20 Top Chord Dead 7 4.2 w c Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 E TOTAL Load 37 7.2 w 0 Duration Factor 1.2.E m w I Wind Speed 1651mph d 5 Top Chord C.B. Sheeting by builder. v Bottom Chord C.B. Sheeting by builder. y� Highest Mean Height 15'-0" Building Type ENCLOSED vl Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.U.L =Kesyalning_ueaa Loaa C.t3.=L;"nuous Braci LBuildin-q DESIGN CRITERIA shown above with the ng department and your engineer. n Criteria is the responsibility of the Desi ner and/or En ineer of Record. LLChambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 =1' W 82 total trusses, 15 different trusses. M14: RLC ACAD: RLC Reviewed By Date:10/07/15 Revised:03/21/18 v J FOR �_ -- --'-- �^ 14,-4" — 6'-4' 14'4' WYNNE BUILDING CORP. - � of CLOUZSED SPECIAL � r � AREAS ARE OF �� CONCERN &MUST BE I PORCH LEFT � DESCRIPTION: �/ 71' CARLTON 3BED REAR PORCH f CHECKED CAREFULLY & MAY f t INDICATE DEVIATION FROM H_-,� PAGEIof1CUSTOMERINITIALSEACHPAGE �s %ate PLANS.,� ,.•___,- 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392 1-1o2 %ctl° � J