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HomeMy WebLinkAboutPLANSGulf Coast Supply and MPG 5v Crimp Metal roofng FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plgwood rick using #9 x 1.5" III screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 Ili felt underlagment Installed with min. 4 side laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nods 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 sliest lck light textured 12 stucco ontypc al concrete 4 1 SLOPE block construction 12" COVERED 3 PORCH O RO Finish Columns with 5/8" thick x cut 5/8" thick cut coral coral finished stuccoo bands finished stucco bands LEFT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL i01IL51.12 26 pa. 5v crimp metal roofing attached to plgwood lack using u9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 add laps and L' end laps fastened with corrosion resistant tin caps and with 1.25' ring shank malls spaced L o.c. at all laps and two staaggggered rows 12' oc. in field. Attach dac. to trusses using attachment detal-on this sheet 12 %SLOPE 14 EGRES •.. EGRES PER D 14 5/8" thick light textured stucco on typical concrete RIGHT ELEVATION block construction SCALE: 1/4' - I'-O' 9 Gulf Coast Supplg and MFG 5v Crnnp Metal rooting FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin capa and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12 o.c. in held. Attach deck to trusses using attachment detai on this sheet 12 4 1 SLOPE, MOVE IM -L — __ - - - - q ;:q r"C7qq;7"C 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block consti uction COVERED PORCH REAR ELEVATION Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 go. 5v crimp metal roofing attached to plgwood 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 underlagmen: Installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced I.o.c. at all laps and two staggered rows 12 o.c. In field. Attach deck to trusses using attachment dotal on this sheet j/�o�'e�1��3 ST. LUCIE UNTy gU � JISI REVIEWED FOR COMPLIAP'� A REVIEWED BY s DATE PLANS AND E 0 IIT 20yj �qr nor, ON J SITE OR NO INSPECTION(S) WILL BE MA B E ALL MANUFACTURES IJIBLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PRO OSED WORK ARE SUBJECT TO ANY CORPCTIONS REOUIPED SY FIELD INSPE ORS THAT RING i` MAY 6F NECESSARY IN OR R TO �� COMPLY WITH ALL APPLICAILE CODES. 12" ' .H. CONCEALED FASTENERS OR ATTAC! ARE THE RESPONS!RILI iv, Or 1 CONTRACTOR OF RECORD, 0'-0" Fin d Floor ijk IRV SCALE 1/4' - r-o' 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer or 15 lb felt using ad nails. Substrate to be 14/32" CDX Plgmood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 5/8" thick x 8"w cut' coral finished stucco bands 2" x 4" top plate 11 1/2' drgwall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board ---\ 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xP 410/10 WWM on L mil Vls4ueon over clean compacted termite treated rill nterior felon-Bearinq Partition Braden t Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-828S E-marl: bradenaiamcomcast.net nLs Wynne Building Corp. WINDSO S anish Lakes S . Lucie County Florida FRONT ELEVATION SCALE: 1/4' - 1'-0' • • J 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 Building Code Rasndentials nth Edition and ASCE 1-10 for Wind Loading Bulldir.,j Des�pn is: Enclosed Risk Category II Wind Velocity: IL8 mph ultimate Mean Roof Heght: IIII'-OO' Rod Pitch: 4.12 Internal Pressure dents te_1s Subjectabilitµ to damage from: Weathering: Nediligible Termites: Vera Heave Width of Rod End Zone: 3'-4" Wind Speed: Ii5 mph ultimate W,Tr�d Exposure Classification: C 121 x O.i = 0.12i Ad justment factor for Exposure Height: A Q - d�eIN Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.iWL: O.i LL+v C Components t Cladding Wind Pressure (NET) Rod Zone- I. +20.i/-32A psf Roil iZone: 2. +2pp.i/-51.0 paf RoofZone. 3. +20.i/-84.0 pat Components t Cladding Wall End Zone yhdth:A'-4' 4 Components I Cladding Wind Pressure (NET) Wall —Zones 5.+35.g/-38.1 paf Wall Zone: + .8/-41.8 paf Components t Cladding Wmd Pressure (NET) on Garage Door: +32.0/-40.3 par Shear Walls Considered for Structure? Continuous Load Path Provided? YYaaaa Are Components an Cladding Detrr� Provided? Yes Miramws Sal Bearing Pressure: 2500 dui. Pres a btive: X Ba Test: poi ROOF LIVE LOAD: 31_ Pat ROOF DEAD LOAD: 10 par FLOOR LIVE LOAD: -a— bar FLOOR DEAD LOAD:_l1Q- bar JOB ADDRESS_ \� ll' Model: [gate L)rawn MOVIslons : REAR 3-28-18 5-23-16 Garage floor slope and Drawn bg: smoke detector revision PORCH c.c.u. SCANNED LEFT 12 Checked bg: '�%('-�,j D.R.B. _°L n� i clhl»;It - an Rod Zone Walls Zane 4 MI - Rod Zone 2 Walls Zone 5 END ZONE mm - Corner Zones Rail Zane 3 Sheet Comm 1�5-158'.3 Impact I . (FLOOR PLAN 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, cant. tie beams etc.. to b shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m L. 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. y2.„ 13. Separation between residence and garage shall be per FBC R302.6 6" 14. 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 IL. 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 comply with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C%O, C1002, C1041,C1177, C11-78, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Mr°"g em er Max spacing of fasteners Nail wLng optiana for installation or dr wall into §pacing neximum i6 wood framing members Nails Screws 2' x min. thieknew Ceiling Perpendicular 24" 1' 12" 13ga 1 3/8' long with 19/L4" head OR 0.098' diameter x 1 1/44 long /2 annular -ringed or 5d coder nail OR 0.080' did. xx 1 5/8" long with Walla Direction 8' IL' 15/0' headOR Gg1psum board nail 0.086' die. x 5/8" with 9/32, head. Ceiling Perpendicular 24" y' 12" 13ga 15/8' long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or Ld coder nail s 0.092" dm.xR 1 1/8' long with Wells Either IL" g• IL' Direction I/4' head OR Gyypsum board nail 0.011158 dis. x 1 9/8" with 19/L4' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat ggpsum 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 accompanyin smo E 84. developed index not to exceed 450 when tested in accordance withh ,,44STM insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with weir sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 %, Recess top plate L"e x 3/80d for steel support angle CRASH POST DETAIL we detail on this sheet \ N.T.S. C 36" high by 4" diameter steel crash post. Floor Steel countertop support an le Flange with 4 - 3/8" Install L" from each end andg_ expansion bolts Into one in center of counter. slab (3/8"t 50 kill steel plate) we angle detail 1/2' drywall 2h" 2° �2' a 2%2" Counter top - verify tope with contractor 12" x 12' Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Base cabinet 2' x 8' wood stud* at 19" o.c. 2' x 8' PT wood plate U 2'r2' KITCHEN ISLAND FRAMING DETAIL �r j r MASTER •� I I, " BATH I 2'i 1 I KITCHEN 10H�".. I „ � 1 L.v i r AAv`rI� LAUNDRY 2• uV-II 2"� LAW 2" " 2' LAVi I I 2-2" sisal i 3" . 2:0 wo-1 "Will BATH #2 3' SANITARY RISER tits Window Schedule Mark Size Rough D en. Window Descrilption PRESSURE ZONE I. 4'-53,a"x 4'-L %" 94ks"x 54V Single Hung ZONE 4 2 V-236"x 5'-3 Val' 15' x 63 %d' Simple Hung ZONE 4 3. 2'-2' x 3'-2W' 21�2'x 38%' Single Hung ZONE 4 4. 3`1' x 5`3i6' 38" x 63'/4, 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction on sheet I Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X T-O' 108' x 84' Overhead Garage Door ZONE 4 5 3'-0' X 6'-8' 41' i;' x IIII Ptdwiom Panel - Insming ZONE 4 C V-O' X V-8" 14" x 81 i2' F" °strum 8bdinp Glace Door ZONE 4 D 2'-0' X V-8' Solid Core - Wood - L-Panel-St-Fold Finished 24' x 81 !6" B 2'-L' X V-8' Solid Core - Wood - L-liana) F 5'-O" X V-8' Solid Core, - Wood - L-Panel - BrFald G '-8' x V-8' x 134" said Core Wood, StewlL or Masonte Door H 2'-8' X V-8' Solid Core - Wood - L-Panel J 2'-L" X V-8" I Solid Core - Wood - L-Panel - Br -Fold ALL Exterior doors to withstand pressures stated box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET #1 Simpson HETA 20 or equal hurricaone anchor at sIch true* 12 PRE-ENGINEERED TRUSSES with (10) IOd x I I/a nails I" x L' P.T. B ( 24' oc.) suppporting Max 41 at 24'o.c. TYPICAL block with case 18101ba uplift (shy drawings by manufacturer) prior to door e Aluminum Drip is �J Edge IFascia 2" x V Sub -Fascia Kaycan full c vent vaial soffit i awinngp 1/8' die shank x 1.5" long rodnp nails with 3/8" did Mad product approval - we chart at 5/8' thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled call Grade al I I � IIII-IIII IIII - Il,�i IIII TYPICAL SE p R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete end (1) #5 bar cost. in each raw. Substitute precast lintel filled with concrete and (l) #5 bor cant. for bottom row over opening* 1/2' dryywall over I" x furrin lei stripa at IL" o.c. with R4.1 -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. W Mortar to be Type 'M' arily proportioned per FBC R401.1 - and Mortar Jonts shall ca Ri with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and lD #5 bar vert. (typical). Max. spacing *hall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"YA" #10/10 WWM on L and Visqueen over clean compacted termite treated fill Me4''• IIIII�IIIII"' IIII IIII IIII' it 14" x 14" Concrete footing with (2) #5 bars Cont. and #5 CT I O N transverse bars at 48` o.c. Scale : 1/2" = 1'-0" Masonry Beam mailss / n Attach buck to block wall with 1/4" dia. Elco cone across with min. 11/4' penetration at 12' oc. max and 4' max from each corner thru Exterior race 2" x V PT Back en" to Weed sere" thru jamb into book Detail lit auto dire and ac..mk and at Door nor to dos attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK O INSTALLATION r- Install wi dams thru buck into black oath SAV tap -can with 1 1/2" penetration at L" ac. max from each corner and 20.' te, max Exterior face therwrter at .Iwbs and 20 old max. at head and all per product approval of wall Buck to be 1' x 4' PT O I 1"x4' P.T. Back nailed to Detail lock with cane hardened nails at Windows prior to window attachment NTS Ice" Verlfg attachment hole location with GC prior to fabrication 3/e" thick L, steel bracket Install SGD thru buck into block with 3/I4" tap -con with 1 1/2" penetration at L" o.c. max. /from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at C o.c. max. J/ from each corner and 20" o.c. max thereafter at sill per product approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door ,:'°'^•' COUNTER TOP BRACKET DETAIL Masonry Wall Bottom Trac Typical Flooring Bill Install SGD thru buck into Slid 1 n g D o o r Detail block with 3/I4" tap -con with I penetration at L" max fromom each corner and 20.."" o.c. max thereafter at jambs per product approval Jamb At Masonry Wall NTS Braden E Braden AIIA. PA Architects - Planners 411 S.E. Coconut Avenue KB Tel : (112) 281-8258 Fax : (772) 281-8283 E-mail: bradenaiascomcast.net vpt" lv/.zi-Am 35'-0. 8'-10%2" 12" ON THIS PERMIT = EGRESS Filled cell under girder above PORCH WIRE LATH I STUCCO ° CEILING 19'-9" 16'-0" © o MASTER BEDROOM 0 0 0 o a ll 0 0 8'-0" A.F.F. OIL Flat Ceding I I I ® Vanity to be 34 Y2"high 8'-O" to 9'- " A.F.F. , Vaulte Ceiling T oil t Shelf r l'7 " GRE,4?! ROOM N II OSE� I- n-Qo N I Rod t Shelf � a !L I WASHER DRYER 2" = 4 in LAUNDRY in O O i 8`0" o 9'-8" A.F.F.41111cv Vaulted Ceiling DINING I Vanl�ty to b 4 ROOM I = I I 34 y2"high 42" t 3/a. thick steel counter tops to T in cow ter top supports �O„ overhang wall I.5` v I I 5'-31, 4" counter t a to eq. eq. overhang wa 1.5' 6„ ° -- -- ANM a: PCAD °° - - -4" in DL 1 0 0 +41" high wall I " SECOND I „ KITOHEN BEDROOM o ro _ 8'-O" to 9'- " A.F.F. 8`0" A.F.F. O m Vaulted �eilin I i 9 pper cabinets to i Flat Ceding extend ove Ref. I �- I cR WAVEI I NON VsXT R4_uf H.B. ° 3r C L- - - oPE_ -m o- cv an Batts Inederon � O A/C O Provide auto #I ° dttad oollthis sheet closer E THIRD m BEDROOM r----- 1 j'v1 22" x ;;' 1 Attie Addend I D I p L -.ti "Q Q 0 _ , in W-O" A.F.F. 8'-0" A.F.F. Flat Ceiling Flat Ceding ,4R,4GE a 4 4' in O lock wall in L/ N gstruck block ° 2'- -a to be BT ° ° o R-n Brits [r detaa ° 6'-4" le Provide auto 150 Amp EMERGENCY closer Panel ° r---- - - - - - - - - - - - - - EGRESSTIM -----------------1 I I i- I Ib I 1 i I ° o 'GOLF CART =n 50 GARAGE I in �[cl■[ol - - - [ol■fol�'���ffo][o]■[o:- - __ _ of■[o1[0l 0 •• d W W m IL r_ W H v- I a- Ln Square rootage Breakdown Total A/C Space = l,'153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14"02,4 under Roof Total sm 2,484 sq. ft. W tine Bulldln COf . 9 P Date Drawn : Revisions : Sheet Comm # REAR 3-28-la 5-23-18 Garage floor slope and smoke detector revision T H E W i N D S O R PORCH Drawn by: 21 15-158B LEFT c.c.U. Checked by: Impact S anish Lakes S�. Lucie County Florida D.R.B. OF 5 y I IN% 1.1 1i I 1A I\ /rt L I N l/ I .7 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL S. 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 9. 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 #I EXPOSURE ="C" 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10, ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ li 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE iN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 1 2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL iN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 �• PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN I. Ang 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. Sall conditions assumed to be 2800 psf. Should ang other conditions be encountered, the architect shall be notified in writing for revision 4. V erif g all recess thickness at showers, tile, etc.... S. 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 8'-II" wide. Provide (2) Filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" 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 Surveg - Form Board Surveg to be provided to Truss Compang 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-38 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 ii SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark aria Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 144D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x III COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x B'D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14'W With x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' 12"W X 18'D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30' overlap ECTIONS AL with concrete and 4" concrete slab with fibermesh OR at each filled call one 45 bar continuous L"xL" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Ili 4'w x 14"d concrete monolithc "ooting with (2) #5 bars Cont. SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR (VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. a � ;r �r 10'2 (2) #5 bars cant. bottom steel JI DETAIL AT L" GARAGE STEPDOWN 12' x 12' concrete cohiwn block filled with concrete and (2) 81 bars Vert. tied Into lintels above Top of rooter IL" below finished floor_ low-1l9111 IN SCALE 1/2" = Verify house slab height in field -irol L #5 bar vert. w/ 30" overlap at each filled call Adjust curb height based on gar. floor slope. #5 bar in curb \ - .„�30"x3CI iL" concrete column footing with (4) =� 45 bars each wag f� r130 � COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" AB EDGE DETAIL Arai >= 1/1" = 4' concrete slab with fibermash OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill o'-o" a F.F, Ad-, I I I IIII—i 14"w x 14'd concrete monolithic footing with (2) #5 bars Cont. 14" GARAGE CURB DETAIL J SCALE 1/2" = I' -off 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill _� #5 bar cont. 101, (2) #5 bars cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOLUN SCALE 1/2" = i'-On Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x L" PT wood see'ured 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 #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonrg Column With One #5 From Footing To Beam Each. Filled Cell Masonrg Column With One Conc. Fill To Be 3000 PSi See Floor Plan For Locatron #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location o a, Double Filled Cell Column Single Filled Cell Column NTS NTS 12' x 12" concrete column block filled V NO -'Jr kLuvy-Ji3v with concrete and (2) #1 bars vert. tied I into lintels above AN THISI#'rUZMI1 i e'-10 Yz" 8'-10 Y," a 10'-ON it " _J — 4 Filled cell under girder above O I O '- I p Rear Porch Slab to p I 4 1u be poured separatelg 0 from House Slab. I a I a I FI Rear IPatio/Slab to z I be flu .4 with bottom of ° slidin door recess. I Slope i" of I I i ' A I i I I I I I I I I I 4" ¢oncrete slab with fiberme lipI G"xL" #t,10/10 WWM on 6 mll vi Uvq I clea compacted termite tree �- F mN I I I I °I I I I NI I -I I i I I i 'I I -i I o I FI I I I r I I LL I I °I _ I i o Wi°n I iOwl 0 0 °I I I " I L"xL° till I clew MI ROWA KT I NON-VlRed. 0 3r CLSAR O o 2 oreNiNa _-- A/C H. --- -- I #I 0 Steel Ballard I I I we detail on this sheet I I w� I I Attie I l i °ail ° I L___I I �� (Q a. O I 16-23-18 1 I �i I •r i N I° °I I 5 r- -i-0. 4,. °-- — ©---- o g 1.5" Recess for °I arage oor ;a 2'-8" 1 9'-0" 1 2'-8" 1 L'-4" Braden 4 Braden AIA, PA Wynne Building Corp. Architects - Planners l S.E. Coconut Avenue Tel (112) 281-8258 THE I I I I �I D CJ. O �7 TH�+ I `� Fax (112) 281-8283 S ankh Fakes JIB E-mail: bradenaiaecomcast. net S�. Lucie Count 1=lorida Ckfuwri' PI 914c1a14 seerrnnna no 15'-3" FI _ _ _, I I I FI I �4° I L FI �L IN I Thicken footin to I 24"w x 14"d x 4"L under filled cell under girder bearing. J I I I I I s OR / \_)` q en over t fill I o I ASHER DRYER FI I I I I I I I I icrete slab with hbermosh OR Fl 1/10 WWM on L mil Visqueen over compacted termite treated fill I i I' I t- I F- I° I 6-23-18 I e I ° eithera inuse flew o v eeNlCf Ic I i 5 150 Amp PanelJJ 4' 8 I W I o Q I FN I = ' F- I I- o I I 5-23-18 I 9'-0. 1 2'-8" Date Drawn Revisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. LEFT Checked bg: D.R.B. 0 r Sheet 3. OF 5 Comm # 15-158B impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plygwood 4. Use nails or ac ews bas d on tea re for r T stated in permit in brox on t�ieae pans for zone 3� Ked Area Ede Field Fastener P rMeasx Zone I 4H 4 8d ring shank 45 psf Zone 2 4 4 8d ring shank 16 pof Zone 3 " 8d ring shank 84 psf ** Zone 3a 1 4" 1 6" #8 wood screw 1112.5 psf ** Use nails or a4rews based on rem ure for r of stated in permit info box on these plgns or zone Concrete / Lintel Column Verify with Plan Provide #5 bars with min. 48 bar C O F F L I �l diameters overlap into beam. Tie Provide #6 bar set inpro-castScale : I/2" = I'-O° filled cell steel into continuous lintel into boom where length or beam block steel. 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 Provide Cast -Crete SUB-OB/OT precast lintel set in mortar` Min. 8' Bearing 12"x 12" ilumn Block ` -7 Rebar Rebar 141 48 Bar Da.Min. Overlap to Lintel Attachment BEAM SCHEDULE Mark Size and Descri Lion Two rats or beam block filled wlth concrete and 1 85 bar BI continuous in each row. Hook vert. bar over top bar with 8 5 90° bend bar with a 10' min. lap at top bar. NTS 7 1-.. r. , Provide PT Back r i attached per ,Iamb r _I stsib iota tilled C ' 4 PSillro teat is h'I r 1a i i i, i i r Ii ; Jl I I.1 i l',r r.. •I Truss shop drawings to be provided by manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. o ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Famed Filled Call - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction n Provide #5 bare with win. 48 bar W ameters overlap in filled call. Tie filled call steel into continuous footer steel. Controls ng Fouti :. ;. a...• .: • .L:' .::_ (see rooter schedule exact aloe) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS mad 2' x 4' bledrep to vert. lag of truss with IOd x I.V nails at 4' oe. Instal Samp�so�n MMGGT��siito =1 using" �o fl t beam and A red n%r into tress TRUSS BLOCKING DETAIL AT GiRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at L o.c. in field and edges with IOd ring ahank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v cri %metal roofing atteched to plywood deck using #9 x 1.5" wood screws wit 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" 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 rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional recast Lintel #6 bars Lintel Bar Clear "A" "B" :;:; r • ti ;:;;:% S OLaAm Length Length Span Bars Bars � •;:r I � `•. � � " I 2'-10ll 2'-8" 11-6" 2,tt3 none 3'-4" 2' -2" 2.#3 none aFe-OB/IT 8F8-Id/rr 8Fa-Id/27 _Additional 4'-0" 3'-10' 2'-8" 2,#3 1 none #5 bars CLEAN 4'-4" 41-4" 3'-2" 2.#3 tiuir4;: none no Row of 'H' r r' Block Above "$`'ro :�;ttyr 5'-4" 5'-2" 3 none + 8 t- 5'-10" 5`-8" 4'-C 2,#4 none r recast Lintel A (t^{ L'-L" 6'-4" 5'-4" 2,#4 none ----e #5 bars t----� T-6" 1'-0" 6'-2" 2.#5 none &FIG-le/IT NOTES: VU-0/2T 8'-4" T-loll T-O" 2,45 none I. min. coverage of ateal®I.5" 2. mm bearing regwred a as, end-9" ALL reinforcing steel is grade 60. S. standard for reinf. steel-ASTM A4I5 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LiNTRoEmbelL SCHEDULE Mark e W rrt Lintel Cast- c� • Aboove S�tesltm TSt�eel > (pLt t d (Oam L22 T-2' V-0 81'8-Od/IT 1 as 111101141 16119 1024 L31 Of 4'-0" aFe-01SAT 1 85 2MI Hits 110 L45 4'-6' 5'-IO" aP8-05/rr 1 86 We 904 339 L60 5'-0' G'-C ere-OB/IT I a6 123a an 121 LGO C-a" T-r aF8-oa/IT I a6 loll 121 554 Lao r-Os 01 6Fa-le/2T 1 86 2 Ili 152 59111 512 L90 9'-O' lo'-G' aFe-115/2T I 86 2 86 643 6SO 401 L9015 9'-O' 10'-0 ONE 1 86 2 a6 1533 in 401 1.100 10'-O' I'-4' eFa-IB/2T 1 85 2 #6 682 444 452 LIOOIt 1011 111-4' #PIL-6/2T ONE I s5 1 2 06 13" K= 412 L120 12'-0' IV-4' N8-ISi/2T 1 86 2 05 4ll 428 324 L1205 12'-O' 13'-4' SPN-15/2T ONE 1 05 2 86 loll 110 324 LHO 14'-O' IS'-4' BMA-6/2T ONE I 83 2 86 1260 G09 2" LKO W-O' IT-4' aF8-11"T 1 86 2 86 so0 lam 194 LWIS IL'-0' IT-4' SPIL-6/27 ONE 1 85 2 #6 96o Boo rH - 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'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 2t0 or equal I (� IOd x I I/2�naili ( 24" o c.) su p� ting Max. 18101bs. uplift Aluminum Drip J Edge t Fascia 12" 2' x L' Sub-Fasci Kaycan full o vent vmYyl soffit uatalled using 1/8" dia shank x 1.5' long gaiv. roorlrg mars with 3/8" dia. head per prodect approval - eae chart sheet #i 12' x 12' concrete column block filled with concrete and (2) #1 bare vert. tned—_� into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of tooter IL" below finished floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter v flash Nail ledger to gable and truss with (2) IOd " �Its at each web \ 3/4' penetration sembero 5/8' thick light textured stucco on typical 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 - a Slope per foundation plan '' I1 111 l I 11=IIII 1 Ij L—, III T L4p to ee X t- A a-i Q A Q�1 n� N4.11 IQ- q n n. � Jot, w ei A ti ZL E_ r a NuN E Brace Gable end with 2' x 4' SYP #2 eft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord old trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cunt. in each row. Substitute recast lintel filled with concrete and (1) #5 or cant. for bottom row over openings 1/2" drgwall over i" x furringg strips at IL" o.c. with R4.1 fr-Poll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. Mortar to be Tgpe 'M' oni�! proportioned -oar FBC R1,01.1 and Mortar joints &hall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill call with concrete and M) 85 bar vart. (typical). p . spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L'W #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill 1 �1 I I�I11�11 rill Ill, — FI Ical Section at Front fort Scale . 1/2" = i'-0" N W N \ W Provide downspout trap truss to wall uang Simpson �i MGT with Simpson HETA 20 dia. into threaded rod wit min 12 boom either met set or in embedment epoxy with hurricane anchor at each truss (22) IOd nails into truss. Add leg detail blocking to 24" o.c.) supporting Max. trues per on this sheet ETA 20 1810 lbs. uplift �I 10 WA 0Ar WAI V", A 1 NrA OVA IVA , 11 Ed WE FA on N 101 FA 074 MIA NA I rJo "r, PA PA 1 F1.143liz-, 12* cl.c_rm��Ta over I PA MEA VA SAO VAIN 7-JM11WP" ring shank and ■ i r■� mm ETA 20 ETA 20O Provide for putts Simpson HETA 20 hurricane anchor at each truss Provide doerapart ( 24" o.c.) supporting Max. 1810 lbs. uplift C4 Q W a � q Q o D1 tV IQ-•'° a N W� =s a a �ti iO o0 W AIL Er OD (V L N f- W PANEL "A„ Poles BR Load Wire Description cec# eve# Description Wire Land BR Poles 2 40 '1.0 ka 88 A/C camp 1 2 AHU wo 3.6 ke 30 2 3 4 2 30 4.5 ke 010 40 got aster HTR 5 4 Ran #L 12.0 i 50 2 � 8 1 20 L8 ko #12 Pnp 9 10 Dr #10 5.0 ke 30 2 II 12 1 20 1.6 ka 012 13 1 14 Dishwasher 912 1.2 kw 20 1 1 20 1.6 in $12 Microwave i5 16 Refrigerator #12 1.2 ka 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 17 Is Recepts #12 20 1 1 20 1.5 ka $12 Kitchen S.A.C. I'l 20 Recepts $12 - 20 1 1 20 L2 ke #12 Clothes washer 21 22 Recepts $12 20 1 I 20 0.81 kw 812 Gore& Door Opener 23 24 Recapts 812 20 1 1 20 1 1.4 kw 812 26 1 24 Recepts #12 -- 20 1 1 20 1012 kw #12 21 1 20 Recepts 812 - 20 I I 16 I - 314 General Lighting 29 1 30 Recapts 812 - 20 1 I 16 - #14 General Lighting 31 32 Racepts #12 20 1 I 16 sm rseneral Lighting 33 34 Exterior CsFCI $12 20 1 I 16 #14 General Lighting 35 36 Bathroom GFI 812 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting 814 l6 I 1 20 $12 Bothro m GPI 39 40 General Lighting 414 Is 1 spare 41 42 are PANEL 'A' LOAD CALCULATION 844EET Load Description Qt . Watts Total(Watts) General Lighting. l3. watts eq P......... . ... $mall. Appliance. Circiyt(e) .......... . . . ......... Range , ........ ............ ................................. . Rerrigerator .. ............................................... Microwave ................................................................. . dish ,Washer ..................................................... PlotlleA.lua4her............................................... trlothes..�r9er................................................ Water, Heater. ....................................................... Water Pump .......................... I.. C,laroge,Door.Opener.... 1136 3 5.205 2 1,500 3.000 1 IZ 000 12,000 1 1200 1200 1 1.500 1500 1 1,200 1.200 1 1,200 1.200 1 5.000 51000 1 4 00 4 500 1 810 810 Total Watts 31,416 First 10000 Watts 0100% 1 10,000 10.000 Remainder 21,419 840% 1 O 10.91&L Electric Heat or A/C 10.000 945% I 10,000 10,000 Calculated Load Watts $0,9LL Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.03 Panel Size Required = 150 Amps Electrical Symbol Legend S Singlo Pole Switch ® Recessed Can Light SS Double Pots Switch Illsbal Recessed e Push Button Switch .0- Exhaust Fan - 9 Duplex Outlet Cooling Mounted Light -0 Special Receptacle O- Wall Mounted Light Uletaproot. graend fault intsirruptan 12 1 Light with Puy Chan (attle) ® Floor Duplex Outlet e Computer Connection Jack ® Carbon Monsisde Detaetor 42 Flood Light T� Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Caking tan ® Television Jack ® Tehiplione Jaek Acoec A/C Discormat ® I x 4 Plarescent Lqht® 2 x 4 FloreaceK Light ® Speaker Hook -Up =❑ ►ntarcam = JUNCTION BOX TO SUPPORT A FAN TU so THERMOSTAT LOCATION BSA = 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. 5. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. S. AFCI receptacles are required in all rooms except Kitchen. Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refriggr�t �nit lines that are run thru slabs must be sleeved in i'YG II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. 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. IL. 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 telephone comnanu. O Almomit feed I Ah I A' Conduit -_ PANEL 2" PVC If 3 TON SEE MANUAL 'J' and Energy Calculation for unit inro FE 2' rigid service FPL i �0° 5 eoriaL'�NOere in skits 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 19. The electrical system shall be completely and effective[y 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 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 NOT INCLUD (%,THIS_PERI PORCH 141 CfM IOiilOxl 124 CFM IOxIOx& /MASTER BEDROOM 141 CFM lOxlOx1 GREAT 141 CFM IOxlOx1 DiNING ROOM DWI v I I� 124 CPM IOxIOXA KltCHEN Mr OrAVITI Ri r. se• cLeAR L oreiuNa W.H. edtaio`Seel on sheet 22' x 64" Attic Access It GARAGE r----------------- I I I I I I 1 l I I I i I I 1 i I I 12> S/A r-. 8x4x4 4 Ci=M LOSE ASHER' II DRYER LAUNDR 12" IL' 20x2O 124 CFM IOidOid 50 CFM 8x44x4M Ill CPM 12344 SECOND BEDROOM `- j DD% A 114• THIRD ' BEDROOM W-W I � 100 OM 150 Amp Panel GOLF CART I GARAGE I I I I I I I MECHANICAL LAYOUT `L/ =THERMOSTAT LOCATION SCALE: 1/4" = 1'-0 to ON THIS PERMIT PORCH `� EP WP GFCI Ile I I I I I � f I I I 1 GREAT ROOM I I I \ I \\ I E MASTER BEDROOM LOSET DRYER I DINING � \ � LAUNDRY { - ROOM 1111 .,_11 410 j M► rim I WP GFCI F i I T CIIH E Install oulet I 1 under disc. w not show111121 n for c�ouu clarity Q GF I \ �xON-VlN7 - x@r. 9211 0 Q to 1 3C CLEAR Q L -�1- - - OPENS A/C W.H. Grcdb #I s Steel Ballard ee detail on this sheet r----- 22' x 64' I Attic Amami -r .� / I OPTIONAL PANEL LOCATION GARAGE / GFCI \ // e � I GFCI #1 ts \4 r--------a-------I Garage l \\ 1 Door i Opener I \ I I Wire For Front Post i i 11 Light I I to garage lights 0 I Post Light math Photo call Center Post Light between drivasage I�kvi IL SECOND + \BEDROOM 1 1 '® 111 �IIII ,i r 11 WP GFCI J� GFC� j 150 Amp II J.GFC1 Panel [ --r-,- 43--------i i Garage l Door 1 Opener GOLF CART; so; GARAGE GFCI I I I I lam ELECTRICAL FLAN SCALE: 1/4" = 1'-0" 4ttic Ventina Calculations .otal Attic Space = 2101 sq. ft. /enting Ratio 1/150 = 18.00 sq, ft. required irovide A Continuous Vented Soffit Braden 4 Braden AIA, PA Wes(, nne Budding Corp. MODEL: Date Drawn Revisions : Sheet Comm # Architects - Planners 12-Ill 5-23-18 Garage floor slope and Tel (112) 281-8258 OB 411 S.E. Coconut Avenue j� I I I i j�l l'1 L'� i �1 w I `l 4/ I\ REAR Drawn bg: smoke detector revision F : Fax : (112) 281-8283 PORCH e.e.u. E-mail: bradenaiascomcast.net 5pai�ish Lakes St• Lucie County Florida LEFT Checked b e: Stuart FL 996 #AAC0000 2 D.R.B. OF 5 A=LIFE SAFETY WARNING II This symbol identifies life Safety Warnings that should be read given special attention by!all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2' O: ON CENTER EX6EPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO SETTING. ENGINEERING DRAWING TO DETERMINE A IF 'MULTIPLE PLY. wwwwwww A i DON'T LIFT TRUSSES WITH SPANS LONGER THAN 130, BY THE PEAK. CnMQI Il T Rr-Q1 30' Span or less IA 30' to 60' Span A Sprea er Bar 0 degreS or les� I ag *_Approx 2/3 to 4 1/2 __1, I4 T g Line span approx. the 1/2 of span REFER TO BCSI REFER TO BCSII Truss must be set this way if crone used. Truss must be set this way if crone used. Tnj" is on example. ) , tmsa may not mat`',J� Insist crone operator sets truss this wtj This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AIFR HANF=>1—EF? NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND AC CONTRACTOR. I For Truss to Truss Connections see • hanger/connector schedule in engineering package. SEAT PLATES BY CHAMBERS 1_V TRUS`)'ES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. p- -7- ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH Do not stand on trusses until the are braced per BCSI & properly nailed to straps & hangers Y P P P Y P 9 �Xyx' 15'-3" 19'-g' 18' w 15'-3' I CIL I I 1 i I 1 WIN GRA /A/1=1=1=1=1=1=1.=101IMIMM1�1M1®I®I® :�//�Ii//�II���� II 00 1 10 �II I 1011,11 _ 401 I I 10000,011 ,\II 11 II 11 9 11 11 11 .1 11 11 11 IV101 1 r � 1 BHA 41 n INVERTED 'V" WEBS AT CENTER W/9' B.C. PANNEL LOAD W/ (2) i i 11/ ,I////,I •1 1i1% I i. �lli//i 1 I �I /i/,�I///i/Ii//i/ I 1 ill///I,�II,1 I� �I®I�I�I�I�I■�I I■1�1�1�1�18 i I 14'-4" 614" 1 i A RING I PORCH RIGHT DOR tl> r— I 01/09100.11 EE-;;t zMH.& 4 Plbeb 'rnas or el+rer N not PnO�tid faw r� b ; NrcolAi�Omperfor ' ..7: llie•6 a PIJRp{�gE q�^wMb4anrboll.iy.dbyC,ielr�Aen�c•..n,.i,W.h - . pkatmd. to raoa..1ldb- MW. be���o< bye° own ,". kh and ow oiyw b Z. In for 11weft to Witch Cr 11bo be awpive" !I. r'm � �ro P Caf=R Wood T�ey� D'edellnu On 1TIlE • `' 1 . q+Ptaadx6rmlyhanit"pef'g�1100'b = Multiple ply trusaaa must be fp}enthey aread k�ay3drta . _ r�porary and moment mig ure to do so Cann in nw col �� and Property and Is the rres;X f tllod» fnae Study the Contends of the packet before ftlesialIncluded on debvery :..iF[r.eea mtrtbeaetand bwoodpa_dnfgn b PrwMtk*2Yb dineps, Trusses DO tfetf}at Must be at plumb and square bunks orelack of pbwood, equ' hlabd toads on trrpsss, roolfnp nuterwwl a ally DO -NOT SET TRUSSES US1N0 TH1S LAYOUT l - USE L14YOUT DELP/EM yyrM TpUS8ES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Florida 34982-6M • 800-551.5932 Fert Beat "240&M2 FoxVero Beach ' rrJ-60=12 sun de6.8711 uui � Qsse. Al 'i72t26 02 a . raltP.rTy i . - The Architect,, Architect's rr;xe5entret ve's shop drawing approval is NOT a --..double-che'tR` df the cSntracturC_ The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their rep chive— lloc�aatiio�n"s..�--QQ�,- Approved Dates Braden & Braden A.I.A. P.A. 92.0/93.2 MITIX 4.2 DESIGN CRITERIA 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. w m Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent ., Bottom Chord Dead 10 3 c , TOTAL Load 37 7.2 w Duration Factor 1.25 m rn « Wind Speed 165mph cc T Top Chord C.B. Sheeting by builder. 9 Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0' Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L--Restraini Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record.:!!! Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' W82 total trusses,15 different trusses. (� MI 4: RLC ACAD: RLC Reviewed By- r Date:10/07/15 Revised:03/21/18 rn v, FOR 14W I 6'-4' ,�-- 14'-4' � WYNNE BUILDING CORP. j' CLOUJ�ED AREAS ARE OF �� LEFT DESCRIPTION: SPECIAL CONCERN & MUST BE ► PORCH 71' CARLTON 3BED REAR PORCH CHECKED CAREFULLY & MAY PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE . t INDICATE DEVIATION FROM 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 7s��/ PLANS./� �..�—.�� ( PAID �/ry ®� I�I©II I®IMimi IMI®I`N �..I \\0:31\NNo I`ffl \.,\\\.\\ `; `I\\\\\ I`I\\\\I INNER �\\\\ L`\\\., ► I I I II, II, oili- l...a e_. ®_ ._ 1 V INVERTED O%r WEBS AT CENTER W/9' B.C. PANNEL LOAD W/ (2) M SEEN \\\\\I ELI PANEL ;^A^, - - - - ,2I, Poles BR Load Wire Description cmctt c,rctt Description Wire Load BR 1 20 1.2 ku ttl2 Refrigerator I Range tti 12.0 kw 50,'.� 1 20 1.2 Ike tt12 Clothes Washer 3 1 ZO 1,5 Ice 412 Kitchen S.A.C. 5 c Dr er e10 5.0 ku 30.7 4 vs 1 20 1.5 Ice a12 Kitchen S.A.C. I 8 1 20 U12 Bathroom Recepts 9 10 Air Cond sor 910 5.0 Ica 30' ;1 "i' 1 #12 Dishwasher 11 12 Air Handl r I all Miaroueve 1314 #10 5.0 ku 301 tt14 General Lighting 15 iL 1 k201.2 #14 General Lighting rl 18 WH #10 5.0 ku 25 'l"2 I a14 General Lighting 19 20 GDO 1 a14 General Lighting 21 22 tt12 0.81 KW 20 = '1 I 15 tt14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare I '" PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total( ) General Lighting (3, watts a4 .ft.) ...... Smolt. Appliance. Circuit(s) Range ... ..., ., ..... _..... ......_ Refrigerator . _ Microwave Dish Washer Clothes Washer . , Heater Garage. Door .Opener .. ........ ... 1135 3 5,2 , 2 1.500 3 " 1 12000454 1 1200 1,500 1 1 20042� I 1200 I 5 000Water 1 4,500 1 810 81 f, Total Watts 35 First 10000 Watts 8100% 1 110,000 10 Remainder 25.615 040% 1 O 10 , Electric Heat or A/C 10,000 945% 1 10,000 10 Calculated Load Watts 30 .- Volta e 2 Calculated Wattage Divided by Voltage = Total Amps 12 Panel Size Required = 150t1-' s Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light SS Double Pole Switch ® Eyeball Recessed ;,; Ps Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light aterproo ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector Flood Light as+. TQ Thermostat m Electrical Panel -' ® Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack ® Telephone Jack a, A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up Fs = Aso JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR p -2-19 MECHr4 PORCH 141 CFM IOxlOxl GREAT 141 CFM IOxlOx1 DINING l� ROOM I I -- — — DW 1 iCAL LAYOUT 141 CFM IOxlOx1 12xI2xI0 12" 124 IMASTE� BEDRO M B/A 124 F j iF--- -- IOxI xi l� J r — — 1 B IA 8x4x4 9 CFM I C LOSE L — — — — JWASHEJ DRYER LAUNDRY L CFM ///\8x4x4 Ill CFM i 12xLx1 SCALE: 1/4" = r-0" I I I > SECOND oCFM xI I BEDROOM G IL C 8x4 LO 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCA14 AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. 42/0 AL 9#0 Cable (3) ttl THHN Copper With ttl Grind "'--- 2" PVC Schedule 40 conduit ISO 2" PVC 5AMP e 40 conduit wffve MCB into attic PANEL AHU 200a rated 200a rated meter can meter can Intersystem bonding 2" PVC ( FPL Termination pant 2" PVC ( i schedule 80 schedule 80 2" rigid service FPL 2" rigid so GEC Bare 46, c4Aper ire to 12) 8-V" Galva ad1 around rods ELECTRICAL RISER I ALTERi - Contractor shall use AL-CU Landing lugs. NTS - Contract - Contractor shall torque lugs I.A.W. -Contract manufacturers recommendations which manufactu shall be verified prior to construction shall be � - Verify AIC/KIC Rating prior to ordering equipment - Verify A ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contri 2. Provide and wire all required smoke i Carbon free a Monoxide detectors. the di 3. Contractor to verify location of electrical year f service and provider. Correll 4. ALL bath and kitchen receptacles to be GFCI protected. charge S. ALL exterior outlets to be WP/GFCI protected. other L. Recessed cans to be installed per NFPA requirements. IL, It is ni 1. Tamper resistant AFCI receptacles are required in of Como ALL rooms. all item 8. A/C Return Air Balance Must comply w/ FBC RM1402 the rel 9. A/C Refrl r�aqnt lines that are run thru slabs must be sleeved ingi'VC proper 10, ALL A/C Equipment shall comply with energy calculation Il. All wo cc II. All work shall be performed by a licensed electrical shall meet a 12. contractor, the completed syystem shall be fully operative, Contractor for and tel shall pay all sees, permits, testing, and blower inspections including testing where required. 18, The e 13. All work shall be coordinated with other trades to avoid grounds interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All mal against the public liability and property damage for the labels i ISO AMP MCB PANEL Intersystem bonding Termination point ground rods E SERVICE ELECT. RISER use AL-CU Landing lugs. NITS torque lugs I,A.W. commendations which I prior to construction Retina drior to orderina eauitiment #1 4"cP Steel Ballard I T H I R See detail on this sheet I 22" x 54" i l 100 CFM w Atwth G� I IOxLX4 ltic ight I L - I /q Q l I GARAGE r-----------------i I I I I I I I I I I I I I I I I I I I I I I I 1 i-8x4x4 48 CF" shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before Potts for a period of not less than two years from ordering. The contractor shall provide circuit routings to Il acceptance or certificate of occupancy, or one suit the Job conditions. illosing sale of house. +tf defects shall be completed without additional 21. Furnish and install all Fixtures as called for on the plans shall include replacements or repair of any or as selected bg others. of installation that may have been damaged. it Intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete son. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the a complete electrical system and provide all largest conduit or pipe From any other service. vents necessary For the equipment to be placed in ng order. 23. All exposed wire below 9'-1" shall be installed in metal EMT BIl be done in accordance with the N.E.C. and conduit. with all local codes and ordinances, and shall 24. Dryer Vents to be installed per tldard requirements of the local electric utility FBC RM1502 W company. cal ayatem shall be completely and erfective1 I required by the latest edition of the N.E.C. shall be new and shall bear underwriters' applicable. M 150 Amp Panel GOLF CART GARAGE I I I I I I I I Braden It Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenala8comcast. et Stuart. FL 34996 #AAC00 032 0 Vent thru soffit Install oulet under disc. not shown for clarity PORCH WF GFCI / MASTER BEDROOM I I O I � I II /— I I / GREAT! ROOM v I LOSET I \. I � I \ o \ WASHER DRYER I \ \ LAUNDRY DINING I \\9= -0e ROOM 4- / I �S / / I II 101 �M i I Sir 1 \ GF I — PANTRY CAB I Clo o GFCI WP GFCI GFCi ( i ( I I { I T CIH E � C.M. Detector R314 3r FBC ®MICROJIlA10E k I Q GFCI �4 U i NON -VENT REF. 3a' CLEAR \ C FAIR,I � \-YN \wxaj ® / tvil) I\ SECOND I`�EDROOM I Q L — Q — OPENIN \ \ /� �� i—i T GFCI GFCI — 4- — A C w.H. GFC v 5 I 4" 4 Steel Ballard /— CM THIRD Sae detail on this sheet , — — — B E D R O O M r , r 22" x \ Attic Aess- —rj I I \ wrthyghccC in -t---J \\ -0- ® \ / OPTIONAL PANEL LOCATION / GARAGE / GFCI 1 � \ \ f� G 'lVi!' FC / night \ 1 150 Amp GFCI / / to corner \ �I / GFa Panel r--------®=-----'-i CY f �--_=®--------i `\ Garage / Garage Door I Door � Opener I \ I 1 I Opener GARAGET Wire For Front Post Lilit I I i I GFCI g 1 I to garage ights GFC1 I I 1 I I I / WQnne Building Corp. THE WINDSC Spanish Lakes St. Lucie County Florida JP GFCI O Post Light with Photo cell SCALE: I / ii — I i _ ii Center Post Light between driveways .Y, MODEL: Date Drawn Revisions Sheet Comm # 4-22-19 REAR Drawn by: St(CAAwE1' 1' PORCH c.c.u. 3Y LEFT Checked by: St. Lucie D.R.B. 7F6%10p W OF 5