Loading...
HomeMy WebLinkAboutPLANGulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood dock using #9 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 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V ox. stall 1eQ*_and two�staggered�rows 12` o.c. in field. Attach fi,a L111CK ctorsi RIGHT ELEVATION finished stuccoo bands SCALE: I/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 2t. 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 (tgpe 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 ?aced L o.c. at all laps and two sta gered rows 12 o.c. in field. Attach dpeck to trusses using attachment detai on this sheet 12 4 1 SLOPE, Gulf Coast Supplg and MFG 5v Crimp Metal roofing 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 (tgpe 2) 30 lb, felt underlagment installed with min. 4". side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails tspaced L o.c. at all laps and two stagggered rows 12" o.c. in field. Attach to trusses uiuna attachment detal on this sheet Ili finished stucco bands .-�- block construction REAR ELEVATION ELEVATION NOTES: Overhangs at I'—O" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted ,Any changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. Return ,ALL Stucco Bands Into Window or Door. o. 5/8" thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction — Finished Floor — — — — — — — — — — — — ---------------------------------------------- LEFT ELEVATION SCALE: 1/4' SCALE. 1/4' - 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing 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 6" 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 — C' CODEcol ST. LUCIE I I FILE COPY /8" thick x 8"w cut ?ral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt wing 8d nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 '4 SLOPE H. ®®®® 5/8" thick x 8% cut coral finished stucco bands �• O thick x 8"w cut coral finished stucco bands 2" x 4" top plate 11 1/2" drgwall ceiling on truss bottom cord I/2" drgwall on x 4" studs at 14" o.c. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCALE: 1/4' - r—O' Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design min Enclosed Risk Categor-yy.� II Wind Velocity: I65 mph ultimate Mean Roof Height: s Rod Pitch: 4:12 Internal Pressure icient: *O-ia._ Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heayu Width of Rod End Zone: 3'-4' Wind Speed: mph ultimate Wind Exposure Classification: C 1.21 x O.L O.'12L Adjustment factor for Exposure Height: A dear��nri Load Combination: ASCE 1-10 Section 2.4 DL+LL, DL+O.LWL: D.L +OAWL Components t Cladding Wind Pressure (NET) Roil Zone: I. +2OA/-12A pal Rod Zone: 2. +20.L/- 1.0 pat Rod Zone: 3. +2OA/-S4.0 psf Components t Cladding Wall End Zone Width. �� =Rod Zaie I Camponerits E Cladding Wind Pressure (NET) Well Zorw: 6. +35 8% 41.8 pat Walk Zorn 4 Components t Cladding Wind Pressure (NET) on Garage Doa':+32.0/-40.31P61 Shear Wells Considered for Structure? Yes = Rod Zone 2 Continuous Load Path ProvidedI Wails Zone 5 Are Components an Cladding Detai s Provided? Yes END ZONE base -board 2" x 4" P.T. bottom plate Minimum Sal Bearing Pressure: O si. Presumptive: X B Test psi —� SEE RODUC AP ROYAL F R IM A T P O ECTION F R O E INGS = Cornier Zonis _ Rod Zane 3 4" concrete slab with fibermesh OR Vxb' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts ROOF LIVE LOAD: 3— pal ROOF DEAD LOAD: 10 psi FLOOR LIVE LOAII Pat FLOOR DEAD LOAD: 10 psf JOB ADDRESS: `--\ FLOOR PLAN CRASH POST DETAIL " TYPICAL NOTES: SCALE 1/4" = 1'-0 N.T.S. I. Contractor to verify ALL notes and dimensions prior to 4" diameter fiighel crash steel steh poet. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. sxpansion bolts into al ab (3/8"t 50 ksi steel plate) 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. 2h" :2 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o /2" 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 be leveled to bottom chord �° 2'y 4" at ceilings shall and attached 2 ih of trusses with screws per FBC R 10 A.0.5. 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. Il. Contractor to Provide a 2'-8" wide door at one bathroom for EE h°handicap accessibility requirements. V 12. Lowest finished floor to be set bg 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 W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC Ra02.9.2 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 I' x V P.T. Buck block with case han materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R314 - see permit info box of code edition 18. G ppsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C940, C1002, C1041,C1111, C1178, C1218, C1395, C1394 be or and shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max spacing Fasteners Nail siren options for g drygwall into Spacing installation of Nails Screws Maximum wood framing members 2" x min. thickness Ceding Perpendicular 24" 1" 12' 13ga 1 3/8" long with 19/1.4" head OR 0.098' diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8" long with Walls Either IL" 8" IL" Direction 15164' head OR Ggpsum board nail O.OSL" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8' long with 19/L4" head 0.098' diameter x 1 3/8' long „ n annular -ringed or Ld codnow? 0.092' dm.xx 1 1/8' long with Walls Either IL" 8" IL` Direction 1/4' head OR Gypwm board nail 0.0915` dia. x 1 1/8" with 19/44" head. Install SGD thru buck into block with 3/IL" tap -core 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/I1." tap -con with 1 1/2' penetration at V o.c. max. from each corner and 20" o.c. max thereafter at sill per product aMro 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 21 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced 4' o.c, at all laps and two staggered rows 12' o.c. in Preld. Attach deck to trusses using attachment detail on this sheet k Simpson H�uEThA� 20 or equal hurt (IO) lord xlei/2 `rurl:'ms 12 f 24" o c.) su porting Max "} 18101ba. uplirt Aluminum Drip - e" Edge ! Fascia 2` x V Sub -Fascia ur�o 1/Baia vent x 15''rwil 100,rot i roogeq nails with 3/8' Am. hied produce approval -see chat W 5/8' thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30' overlap at each Pilled cell Grade si PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord or trusses -1/2' drymall moth 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" drywall over 1' x f urring strips nt IL" o.c. with R4.1 fi-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R702.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 'M" onlg proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (I) #5 bar vert. (typical). 'Max. spacing shall not exceed 484 unless otherwise noted we foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Vxl'" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill HIRWI 111 : l -III - 14` x 14" Concrete footing 140 with (2) #5 bars cant. and #5 it T`' F I C A L S E C T I O transverse bar* at 48" o.c. 17 Scale : 1/2" = 1'-O" to Masonry Beam nails / 1 AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = S21 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR .X I I I 21 vTR Masterr� Bath I I ILarv. I a• I I 40 1 2' VTR I I I se:Lev.. 3' � I Ka aa* I I Kitchen 2' I I I Lev. 3' w.o. Bath #2 err. 3• C.O. To 8epkc PLUMBING, RiSER I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door Masonry Wall t. 1/2" - N :. ;r> Bottom Treo ypieal Flooring Bill Install SGD thru buck into block with 3/I4" tap -con with Sliding Door D e t a 1 l 1 1/2" penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at ,Iambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rouclh O en. Window Description PRESSURE ZONE I. 4'-5%s"x 5'-3%8" 54ks"x 63%4" Single Hung ZONE 4 2. L'-2%s"x V-3 Ve" 15" x 0 i," Single Hung ZONE 4 3. `-2" x '-2 1/2" 1 21 h"x 38 %8" Single Hung ZONE 4 4. 4'-5%a"x 4'-2'/s" I 54%m"x W." 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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X '1'-O" 108' x 84' Overhead Garage Door ZONE 4 B 3'-0' X V-a. 41'/+"x 83%" Fiberglass Panel - lnwM ZONE 4 C L.-O. X V-8" 14" x 81 '/2" Pd=tsm Skding Glass Door ZONE 4 D 2'-0' X to -an Solid Core - Wood - 6-Panel -Bi-Fold Imnahed 24' x 81 h" E 2'-0 X V-8" Solid Core - Wood - L-Pa'isl F 5'-O' X L'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x V-8' x I N" Solid Core Wood, Steel. or Masarate Door H 2'-8' X L'-8" Solid Coro - Wood - L-Panel J 2'-6" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold K X-8" X W-8" Solid Core - Wood - L-Panel - Br -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 bg contractor with manufacturers specs prior to construction 0 NN i 2" fdie 14'-O" 9'-6" 121,k< 12" OPTIONAL 2U. PATIO/SLAB JILGJIo ° o 0 0 0 ° ° N EGRESS ° ° 12'-8" N MASTER BEDROOM Flat Ceiling 9 Rod !'Shelf -O° 6' 4„ ✓amity to Feu !4 i 11 o I u) O CLO E I I a[ ,P-1u I Rod tI.ShelP I e" i ow/ i ATH ~�~4 I ° KITCHEN N - A.F.F. O Flat Ceiling C-O 10'-5" Upper cabinets to i 12' x 12" Concrete column / block filled with concrete and (2) #1 bar& vent. tied into lintels above Covered Porch 8'-0" tol9' Vaultdikl Calling GREAT ROOM I I I I N 2' x L" knee -wall 8' O" to 9'-8" A.F.F. below counter top I Vaulted Ceiling DINING ROOM F. I \ I Vanitil to be I 34 k2 high (41") 9%4" n'-o 3/," High Wall i " N Uvm��2rrWng o A/C 4 0 Steel Deilad I _ � #I Sse detail oA Sbiul s: al' I�„ F i I 22• x 64• B I I m Provide auto I Ae A. p closer L - - - - J Am Meter 15P reel P 4 -° B Zn ec E RGEN Y GARAGEE RES A.F.F. DO MT11 11 IV Flat Ceiling ° N -------- y. I Block wall in - J I garage to be I struck block 0 1 i i I 1 I I A I I 71 °° FICA 3'-51, 1 9'-0' J 15'-10" Install windows thru buck into block with 3/10 tap -con with 11/2' penetration at 6' o.c. max from each corner and 20." o.c. max thereafter at ambs and 20' o.c. max Exterior face at head and and per product approval of wall -1 / \ Buck to be I' x 4" PT I E E BATH Rod ! Shelf 8'-0" A.F.F. Flat Ceding SECOND w BEDROOM n �I EGRESS r� 11 v in i in N o o ° T o Q COVERED 12' x 12' concrete olumn block filled RC with con rete and (2) 1 bars vert. tieO into ]Intel& ve 3'-5" 2'-8" 2'-8" 5'-4" 3'-4" Exterior two 4'-2" 5'-4" 9'-6° Attach buck to block mall with 1/4" die. Elco conc screws with min. 1 1/4" penetration at 12' o.c. max and 4' max from each corner thru 2" x 0 PT Buck 11 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at W 1 n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden 4 Braden AIAe PA LUunne Building Corp. Date Drawn Revision& : sheet Architects - Planners 5-2S-18 5-23-18 Smoke detector revision '411 S.E. Coconut Avenue BE The Grand Carlton GARAGE LEFT Drawn by: 2 Tel : (112) 281-8258 C.C.U. Spanish Lakes St. Lucie County Florida Fax : (112) 281-8283 -mail: bradenaiascomcast.net Checked by: Stuart" FL 34994 #AAC000032 D.R.B. OF 5 Comm # 12-2� B r7 = — — — --i Q I l�WL. I UrK.t-�L_ INkJ 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 ANO 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/ L 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/ 6X4 10/10 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. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 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) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. Ii. 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 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision roil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all 4. Verify all recess thickness at Showers, tile, etc.... excavation, backfrlling and compaction is complete. S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" if soil area is disturbed after initial chemical soil treatment O.C. max. Provide (1) filled cell on each side of openings up to 5'-11" wide, area shall be re -treated with a chemical sal treatment Provide (2) filled cells on each side of openings from 6'-0" to 9'-I1" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 6. Contractor to provide for Form Board Survey — Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose -1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of a copy of Soil test to architect for review prior t0 construction termicide in annular space between sleeve and pipe. 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' 30' overlap AEE TYPICAL with concrete and 4" concrete slab with hbsrmeah OR at each filled cell ECTIONS one #5 bar continuous t°xL" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with frbermesh OR VXV 810/10 WWM on 10 mil Visqueen over clean compacted termite treated fill III —1I I I III IIII— 14'w x 14'd concrete monolithic footing with (2) #5 bars cunt. 14" f I TYPICAL FOOTING DETAIL SCALE 1/2" = I'-n" 4" concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step par m foundation plan 10" (2) #5 bars cost. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2' = 1'-0" 12' x 12" concrete caisan black idled with concrete and (2) 81 bars Vert. tied into lintels above Top of footer IV below finished floor 'III IIII . . lli Verify house slab height in field .. IIII I II 30"x30"xl6" concrete i7____1column footing with (4) 1I 45 bars each wag 30" COLUMN FOOTING DETAIL PORCH SLAB EDGE DETAIL SCALP 1/2" _ #5 bar vert. w/ 30" overlap at each filled cell EE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. VxV #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill \ "' IIII III—i How x 14"d concrete monolithic footing with (2) #5 bars cant. 14" GARAGE CURB DETAIL SCALE 1/2" = I'-n" 2" x L" PT wood secured with \ 3/8'dia. x 4" anchor bolt at IS" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NITS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonrg Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location "4ia Sinale Filled Cell Column NTS Filled Cell Masonrg Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS "0�6 Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net m U 0 n I_ 14'-0" l _1_: vl nl 1 20'-0" -1 PATIO/SLAB r - ---- —I ------ ° T — I �pI QI z ©L_ �L_ _ �,, I Filled cell under �/ girder above I J 24" I I o Rear Patio/Slab = 1 r J to be poured separate LU ®) from the house I slab.CL I O I I Thicken footing to 24'w x 14'd x 24'L I I Ul under filled cell a 1 under girder bearing. I ° ° no L _ _ _ C. I I Rear Patio/Slab to be flush with bottom of I sliding door recess. Slope 1/2' I I I I I I i I I H.B. I� 4" concrete slab with fiber ash OR I ° o J) L"xL" #10/10 WWM on L mil V queen over clean compacted termite tr ated fill I �0 I H. F- -.f- " li o I I I I ° I ° B I� (9 #i I 4'o steel Ballard I I idled a/ Concrete® ao= I I I�PGI I " I Oc� I IFQIQ�1 I ° e E -LJ o II I L a l 0r 3u El �\ N `-------JUP ° UO I©I =-T-T-T- -T-T- Q Q I O O i i O O *t u ° I u 0- :x 0 rL I I L_ $ecessor_----J ° ® r� ° ° Garage Door ° ° ° ° --- r—°° l ---� — — — i IF 3'-5" q'-O" 3'-5" 6'-2" III -to" 12" x 12" concrete column block fdle with concrelis and (2) #1 bars Vert. V into lints a above Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida F m Bat, IL FOOTiNG SCHEDULE Mark sine De tan I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30' x 30' x VD COLUMN FOOTING WITH (4) 85 BARS EACH WAY B"W x 8'D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS ®14*Wx With With 14"D Curb at Gore ge MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn : Revisions : GARAGE 5-23-18 5-23-18 Smoke detector revisor LEFT Drawn lag: C.C.U. Checked bg: D.R.B. Sheet Comm # 3" 12-2� OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 101/32" CDX Plywood 4. Use nails or screws baagd on res re for roof stated in permit Info box on these pans for zone 3 Ke Area Ede Field Fastener Max,Pressure Zone I 4 U Litad ring shank 45 paf Zone 2 4 If V8d ring shank '1L Psf Zone 3 4 it 4u 8d ring shank 84 paf ** Zone 3a L" L" #8 wood screw 112.5 psf ** Use nails or s rews based on gesture for r of stated in permit info rbox on these plgne or zone Provide 85 bars with min. 48 bar Provide 85 bar set in pre -cast diameters overlap into beam. Tie lintel into bean where length of filled cell steel into continuous beam block steel. the, opening calls for it. Provide Cast -Crete T T - 8U8-OB/OT precast --- - --r - lintel set in mortar Min. 8' Bearing -- -- -- =- L--• 1. I �.c ... • • •... Provide PT Buck attached per Jam *tails into filled ee 4' Sol -cast I I j i t i I I' 1 Ti Poured filled Call Provide #5 bare with min. 48 bar meters overlap in filled cell. Tie Pilled call steel into continuous tooter steel. Coacratm Footing (sea tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale. 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS it -Nail 2' x 4' blocluV to vwL leg of t. truss Nth IOd x 1.5 nails at 4' oc. Verifg with Plan Concrete " • h �Srn/8' ill tilvaad dTrod oiatr wine. wain12' LintelColumn 12 x 12 \ into rat bass and (22) IOd nails into truss / �� Cj inn Block I '44 1 Rebar Rebar 48 Bar Dia. Mm.Overlap 00001 TRUSS BLOCKING DETAIL Column to L I n te l Attachment _ AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 Pelt paper using ed Hells. Substrate to be 19/32' CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 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 Pelt underlagment installed with min. 4 ads laps and L" end laps fastened with corrosion resistant tin caps and Nth 1.25' ring shank nails spaced L' o.c. at all laps and two stagggered roue 12' o.c. in field. Attach dock to trusses using attachment detal on this *heat LINTEL SCHEDULE Mark uwthsaw Lintel Cast -Crete 8 irieation ass11510a • gottw peel 8me Top 8taal 8isa Mar. Goad FOR) lit" uplift fPLF) Le@K Lead fPLFI L22 2'-2' V-L' 8P8-Of!/IT I as 3041 641 1024 L31 I.I. 41-W 8F8-OD/IT 1 a6 26H "3 113 L45 4'-6' 5'-10' aFa-OBAT 1 #5 1106 101 331 Ls0 6'-0' so-L' 1 $6 cm on TA LLO 1V•-8' 11-L' eFa-0B/rr I as log 121 634 L80 W-O' 1'-4' 1MB-16/2T 1 0 2 85 162 611 612 L10 T-Om l0'-6" 8F8-1e/2T 1 0 2 86 643 630 401 L1015 Y-0' MY -to DMA-0/2T ONE 1 a6 2 as 533 IIs3 401 LI00 KY-O" lr-4' 8FS-0/2T 1 $5 2 95 502 414 492 LIOO6 10'-O' I lr-4' BFIL-05/2T ONE 1 tit 2 1 85 13" 1028 452 L120 12'•-0' 13'-4' SP8-0/2T 1 85 2 as 411 428 324 U208 12'-0' IS'-4' 8FI4-91/2T ONE 1 86 2 86 1016 110 324 LHO W-Off E'-4' 911"I6-0/2T ONE 1 86 2 a6 126o L04 261 LSO IL'•-O" r r-4' 8P8-Ie/2T 1 K 2 sc 1 300 M2 I" uwa w-O' rr-4' 8f1L-II6/2T ONE 1 85 2 a6 I 160 500 1 11114 - 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 20 or equal hurnc with (1pne0) 1 1ehor at /2each' mattsrap IOd x — ( 24' me.) suppporting Max. 18101bs. uplift 12 4 Aluminum Dnp Edge t Fascia Flash and Counter Plash Nail ledger to gable and truss with (2) IOd r4fle at each mob Aluminum Or Edge t Fascia I/2' UiIi stucco on 3/8' in-mb With attached to hons"ntal and vertued me 12" frasna with nails air atedes to Wr A 2" x L' Kalican full o vent vnwI soffit installed Bey I/6 do shank x IS' Iona ydv. roormg role nth 3/e' ilia. head per product approval -wise chart sheet #1 12' x 12' concrete column block filled with concrete and (2) s1 bare vart. tied' Into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of rooter IL' below finished floor ism erapenetrapon 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 or sliding door recess. T ublcal Lnr-W71 Brace Gable and with 2' x 4" SYP #2 Olt back nailed to bottom or tap chards using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES a 24'o.c. TYPICAL ( shop drawings bg manufacturer ) ,,R-30 blown fiberglass in bottom chord of trusses -1/2' drgwall with smooth finish Two rows of beam block filled with concrete _and (U 45 bar cunt. in each row. Substitute grecast lintel filled with concrete and (U #5 ar cont. for bottom row over openings 1/2' drywall over I' x furringg strips at IL" o.c. with R4.1 YI-foil -insulation on typical 8' Block walls Brace Gable and with 2" x 4" SYf aft back nailed t of top chords usir nails at each trus Strap truss to mall using Simpson MGT with 5/e dia. threaded rod with min 12" embedment into beam either wet set or in epoxg with 1221 IAA nnda into truss- Add hlockino to Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) sunortina Max. IMMIAMIN Miami mail nZAMIMMI OWNER WE EWAJ MAIN W lw". I I "WN, 11FA AFIN WNW- AVUWAO&A IN I 'A ' 11 11. detam an this sheet 11�aft-achment ilkmwm� WA All drywall to a installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ETA 20 Mortar to be Type "M' onlgg proportioned oar FBC R601.1 and Mortar pants shall canplpory with FBC R1.01.2.1. Provide Dur-O-Rock at all wet areas (ax. showers, tubs etc...) Fill cell with concrete and ROOF(I) #5 bar wart. typicaD. FLAN 8ssppasnrlnot exceed 4unleiothewise note sae foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete *lab with nbermeeh en over L'xL' 910/10 WWM on 1. mil Yiaquem — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. I L — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR �I TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION at Front Forch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE ��ala . 1/0" = I' -not FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION OPTIONAL i PANEL "A" Poles BR Load Wre Deseription cra ores Description Wee Lead BR Poles 2 40 1.0 km s8 A/C coap 1 2 AHU 810 3.11 km 30 2 3 4 2 30 4.5 Its W 40 gal. rater HTR 5 6 it nliffsL 12,0 km 50 2 � e 1 20 1.8 km $12 Pump 9 10 Dr er $10 5.0 km 30 2 u 12 1 20 1.5 ke $12 0 14 Dishwasher 812 1.2 ke 20 1 1 20 L6 ke $12 Microwave Is IL Refrigerator $it 1.2 ks 20 1 1 20 1.6 km s12 Kitchen S.A.C. li 1a Recepte $12 20 1 1 20 1.5 Its 812 Kitchen S.A.C. 19 20 Recepts s12 20 1 1 20 L2 km s12 Ckrthee wa iw 21 22 Recepts 9r2 20 I 1 20 0.91 km 912 Garage Door Opener 23 24 Recapts 912 20 1 1 20 1.4 ke $12 26 2L Recepts 812 - 20 I 1 20 1.92 km 912 21 2g Recapts 812 20 1 1 20 812 General Lighting 24 30 Recepts $12 20 1 - 1 20 812 General Ughtmg 31 32 Recapts $12 20 1 - I 20 $12 General Ligkmg 33 34 Exteror GFCI $12 20 1 I 20 s12 General uahLna 36 3L Bathroom GFI s@ �- 20 1 1 20 $12 Smoke Detectors 39 38 General Lighting s12 -'- 20 1 1 20 $12 Bathrom GFI 39 40 General Lighting s12 20 1 s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watta) General Lighting _(3. watts .sqa Pt.) Small, Appliance„ I;,ircwt(s)...... ......... .................. Range ......... .................. ......... .................. Refrigerator _ ............................................. Microwave..................................................... .Dish ,Washer .... ......... ......... ....... ... ..... I ... .......... .Clot<hes k4sher............................................... Clothes.Dryer,,....,,., Water Heater Water Pump ................................................... Garage.Door.Opener........................................ 1135 3 6206 2 1,500 3,000 1 12,000 12,000 1 1200 1,200 I i 00 1500 1 1,200 1200 1 1,200 1,200 1 5,000 5,000 1 4,500 14,500 I 1,800 1,800 1 810 1 810 Total Watts 314415 First 10000 Watts e100% 1 10,000 10 OOD Remainder 21.415 040% 1 O 10,911,4 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 149.03 Panel Size Required - 150 Ampal Electrical S mbol Le end S Single Pole Snitch ® Raceaaed Can Light Sy Double Pole Batch ® Eyeball Recessed P Push Button Botch Exhaust Fan ame Duplex outlet Calling Mounted Light Special Receptacle 0- Wall Mounted Light := Or erectLELight with Pull Chain (attic) B Plow Duplex Outlet © Computer Connection Jack E-ml Carbon Monamde Detector 4& Flood Light Thermwtat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Calling fan ® Television Jack © Telephone Jack A oi c A/C Disconnect ® I x 4 Florescent Liallit ® 2 x 4 Florescent Light ® Speaker Hook -Up ❑i Intercom IG3 CFM IOWOxs MASTER BEDROOM 163 CPM IO%IOxG D/A� I� - - - -------- a 1 S/ A CLOSE _�hc�_-- 1' Soffit fpgATH AiC Meter 150 Amp Panel 12" " I " lo• � r. PATIO/SLAB I GR AT RO M PM Centt K 1 t------jr- - f sr' x s4• 1 Attic W -----� GARAGE r----------------- i I I I I I I 1 I 1 I I I 1 I I I I I I I I I I I = JUNCTION BOX TO SUPPORT A FAN O� � � A AO = THERMOSTAT LOCATION � � C �f C Y T B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-0" I. Use copper wire only, no aluminum. 1. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors, of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. 5. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 19. The electrical s stem shall be cam letel and effective) B 10. A/C Refri rant lines that are run thru slabs must be y p y y sleeved in PVC grounded as required bg the latest edition of the N.E.C. II. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be ful14 operative. 13. Contractor shall pay for all -fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where requiredd ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 14e I , I' i g ignp s1641 CiaM IOidOxl DINING ROOM ATH 292 CPM 12Ax1 SECOND BEDROOM r `y B�A H.B. V entthru ---_0Fri _---- Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Aor Install owleunder disnot shown[] clarity Q A �C COVERED I PORCH o `r A/C disc. LI-1 *2/0 Aluminum toad AM 154' Condwt -,,, PANEL 2• PVC l 2' rigid samnee FPL 1 t,Oar15 ear t." rea in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Meter OPTIONAL PATIO/SLAB ,'Covered flora%-, MASTER EPQ BEDROOM WP GFCI ; \ I - - - - - - Smoke / Carbon `°'r R AT i Monmde Detector R O M Combo O S I I I CLOSE I I 11 I II DINING GFCI I I s---� ROOM A � � Iz FC GFCI GFCI 'PM o 1 / KITCHEN------- 3'-2" k 33'-2„ HIMEa F C.M.tor iper FBC R34.3 i'�'11 r.er-\ LF GF 42° GFCI (b W.H. r A a with W 150 AmidOpuarnl Panel \ panel locatlon Pull chain \ \ light in attic 42' GFCI GARAGE JGa.rage Dor Opener r--------------I I I I I 1 I I I I I I I I I I i I I I 1 I 1 ELECTRICAL PLAN Z CD OCente Lt- `�SECOI�TI� BgDROOM qp /\I y WP GFCI \ / I-1 `N. C�ICH I SCALE: 1/4" = 1'-0" Post Light aith .11� o 9.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.l6 sq. ft. required Provide A Continuous Vented Soffit 'y„ne Building Corp. The Grand Carlton S anish Lakes S�. Lucie County Florida Photo call > m w 4 Date Drawn Revisions : GARAGE 5-23-18 5-23-18 Smoke detector revision LEFT Drawn by: C.C.U. Checked by: D.R.B. H.S. Exhaust Duct �Thru Soffit e Wire For Front Post Light Sheet F.- OF 5 Comm # 12-2� B A=LIFE SAFETY WARNING 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 EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. AJI F9 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span�or less degrees or or less 4 1 /2 —► l ?ag Line span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is an ".ample, your truss may not match. ns!st crane operator sets truss this way. 30' to 60' Span AL SDreader Bar kag _Approx 2/3 to__,. Line 1/2 of Soon REFER TO BCSI ,ss must be set this way if crone used. This is on 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. A A l F? 1---1 A IV A L E FR N O T E UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A FIANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. Truss SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F___ io Cl) upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 12 4.00 F__ to 81 12 2.00 1— upset=1/4" heel=315/16" PLUMB CUT END '1 J 2 x 4 Top Chord r, WALL HEIGHT 8'-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN L= A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT NGTH GARAGE RIGHT The 4rch1toct'S or The .Cony e c e k^ doubaor ufprovet 1, reSentative', for C Other r. psh"nstlucti ya'nea, rethe °responsl6l Cal to Iteri 'Went, e structOf ure fro as ScrA'� era/ roof Oct., a o y a, any loch pe, air A yes ° ti-" ny uplift to It, on Daterovea ey. IOcatio�s ada any. B Olen ¢ �Z Bratl . I.A. P.A FABRICATION AGREEMENT iUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNEE le legal description of the property where the trusses will be installed is: i ne unuersignec acknowledges and agrees: 1. Trusses will be made In strict accordance with this truss placement diagram layou which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (1( days of delivery the undersigned agrees that no backcharges will be allowed. In the ever such written notice Is furnished Chambers Truss shall have three (3) business days in whlcl to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable to delivery. Chambers Truss has the sole authority to determine the suitability of the job site or I portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only The buyer Is responsible for additional delivery expenses If Chambers Truss has to redelive because job site is not prepared for delivery or buyer Is not prepared for delivery of trusses Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below Is subject to change If any changes are made Ir this layout. A $50 per hour fee for revisions may be charged byfhambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorney's fee for collections in event of,payment not timely made. 1-1/2 "% per month service charge will be added for all sums not paid within terms. 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the recipient. 10. In the event of any litigation concerning this agreement, theltems fumished-hereunder or payments referred to herein, the parties agree that the sole'') ue fbi`any_pm, h action will be Saint Lucie County, Florida. 11. Design responsibilities are per "National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses.. ANSI/TPIANTCA 4 - 2002"' DATED SIGNED FOR TITLE A spreader bar maybe required per"BCSI I -alto prevent I juryr3i damage ' Multiple ply trusses must be fastened together pe P engineering before they are set, failure to do so can result In mof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet included on delivery g before setting trusses. Trusses must be set and braced per design to prevent injuryS damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. IDO NOT SET TRUSSES USING THIS LAYOUT 1 USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES I CHAMBERS TRUSS INC 3105 Oleander Avonue Fort Pierce, Florida 34982-6423 800-4551-5 42. Fort Pierce 772.465-2012 F k 772-486-8711" Vero Beach 772-569-2012 Stuart;'` 772-286-3302 Web Site: CHAMBERSTRUSSCOM UCJIl71V l,Kl I CKIf� County SAINT LUCIE Building Department SAINT 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. i Top Chord Live 20 a Top Chord Dead 7 4.2 r ° Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 o c ,n TOTAL Load 37 7.2 a H Duration Factor 1.25 'o Wind Speed 165mph Top Chord C.B. Sheeting by builder. _m w d) Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W H Q 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III -75 9d.7 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 y 5 A0 s Li1111W061 PANEL "Ali Poles BR Load Wire Description arcs circa Description Wire Load DR :", 1 20 1.2 kw s12 Refrigerator I Range sL 12.0 ku 50, 1 20 1.2 kw 812 Clothes Washer 3 - 30'! s10 5.0 kw 1 20 1.5 kw $12 Kitchen S.A.C. 5 L Dr er 1 20 1.5 kw $12 Kitchen S.A.C. I a 1 20 $12 Bathroom Recepts 9 10 Air Candaw s10 5.0 kw 30, '*^ - 1 20 1 1.2 kw $12 Dishwasher II 12 3o-.` a10 5.0 kw I 20 1.2 kri 912 Microwave 13 14 Air Hand) I Is - $H General Lighting 15 14 I Is 814 General Lighting 11 IS WH 410 5.0 kw 25 : ,t.2 1 Is $14 General Lighting 14 20 I IS $14 General Lighting 21 22 GDO 012 0.e1 KW 20 - "1 I Is 014 General Lighting 23 24 Spare `u Spare 25 26 Spare Spare 21 29 Spars Spses 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description atm. I Watts Total( General Lighting (3 wattsaq ft) Smell, ,Appliance Circult(,$).. Range ......... ......... Refrigerator Microwave Dish Washer Clothes Washer Clothes Dryer ... Water. Heater Garage Door Opener .... 1135 3 5,20 I` 2 1,500 3 O 1 12,000 12 l.2QJL 1 1,200 1 1,500 I S '• 1 1,200 12 + 1 1200 12 1 5000. 5 O 1 4 500 45 1 810 810 ' Total Watts 36 First 10000 Watts 0100% 1 10,000 Remainder 25,LI5 e40% 1 O 10 Electric Heat or A/C 10,000 945% I 10,000 10, Calculated Load Watts 30 ' Voltage 2 Calculated Wattage Divided by Voltage = Total Amps 126 Panel Size Required = 150 w li?Ad �l�ctrlcal S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed re Push Button Switch Exhaust Fan aile Duplex Outlet Ceiling Mounted Light ! Special Receptacle ♦ Wall Mounted Light aterproo group au t circuit Light with Pull Chain (attic) Floor Duplex Outlet © Computer Connection JackCarbon P(5 Monoxide Detector Flood Light Thermostat m Electrical Panel M Central Vac g Electrical Meter © Smoke Detector Ceiling fan liL © Television Jack ❑t Telephone Jack ,�;5C A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up r FB = JUNCTION BOX TO SUPPORT A FAN TU as THERMOSTAT LOCATION B/A = BALANCED AIR 143 CFM IOxIOxL MASTER BEDROOM IL3 CFM IOxIOX4 OPTIONAL PATIO/SLAB 12xl2x9 B/A i L ----- ------ a 1 B / Ax9 B CLOSE CFM 0 8x4x4 " I 8x4x4 YS�ei1�t_trilfli---- Soffit $AATH 1-2-19 -RISER FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCA ' AND USE APPROPRIATE BELOW A/C disc. A/C disc. #2/0 AL 5$0 Cable (3) #1 THHN Copper With 41 Grnd 2" PVC Schedule 40 conduit 2" PVC Saitil"We AMP 40 conduit eve ISO MCB Into attic AMP MCB PANEL AHU PANEL AHU 200a rated 200a rated j. meter can n meter can n Intersystem bonding 2" PVC Termination pant 21, PVC schedule 80 schedule 2" rigid service FPL 2" r!j GEC Bare 96 c of ve to (4l e'-&GaI"vanzed 11 around rods ELECTRICAL RISER ALTER - Contractor shall use AL-CU Landing lugs. NTS - Contrac' - Contractor shall torque lugs I.A.W. - Contrac' manufacturers recommendations which manuf act, shall be verified prior to construction shall be L- Verify AIC/KIC Rating prior to ordering equipment - Verif „it, ELECTRIC NOTES: it I. Use copper wire onlg from panel to devices 15. Conti 2. Provide and wire all required smoke It Carbon Free Monoxide detectors. the 4 3. Contractor to verify location of electrical year,' service and provider. Corti 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 I 1. Temper resistant AFCI receptacles are required in of cof ALL rooms. all Itel 8. A/C Return Air Balance Must comply w/ FBC RM1402 the rs 9. A/C Rerri r�gtiir��t lines that are run thru slabs must be proper sleeved in 11. 11. All wi 10. ALL A/C Equipment shall comply with energy calculation shall c II. All work shall be performed bg a licensed electrical meet 12. contractor, the completed system shall be Fully operative. Contractor for and to shall pay all Tees, permits, testing, and inspections including blower testing where required. 18. The i 13. All work shall be coordinated with other trades to avoid grouni interference with the progress of construction. 11, All required insurance shall be provided for protection 19. All mi against the public liability and property damage For the labels bonding pant EC Bare x c per ve to (2>-� Galavanzred ground rods SERVICE ELECT. RISER use AL-CU Landing lugs. NTS torque lugs I.A.W. ommendations which prior to construction Ratina brior to orderina eauibment AiC Meter h 150 Amp Panel CFM x12x1 PATIO/SLAB I GR EIAT ROM I I IL9 CFM Center Registers on ceiling fan I69 CFM IOxIOx I IOxlOxl 1211 L- - - - - - r- - W.H. 22" x 54 Attic Access with light -- - - -� 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 I r DINING ROOM Exhaust Duct Thru Soffit N N 0 J�flt 4" Exhaust H.B, Duct Thru 1 In lax 4 - - - -_ OVent thru Wall WP GF e�m I r r A T H Install ouleAd) 201x2O under disc.not shown I clarity I 1L" AiC I 232 CFM COVERED PORCH j 12xkxl SECOND I BEDROOM 12xl2xe B/A M�CH,4NIC,4L LAYOUT Oall guarantee all materials and workmanship 20, All equipment and panel sizes shall be verified before is for a period of not less than two years from ordering. The contractor shall provide circuit routings to tacceptance or certificate of occupancy, or one suit the Job conditions. rig sale of house, defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans II include replacements or repair of any or as selected by others. �rf installation that may have been damaged. intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete in. 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. easary For the equipment to be placed in phtorder 23. All exposed wire below 9'-1" shall be installed in metal EMT I be done in accordance with the N.E.C. and conduit. Ith all local codes and ordinances, and shall 24. Dryer Vents to be installed per lard requirements of the local electric utility FBC RMIS02 company. pl system shall be completely and effective) of required by the latest edition of the N.E.C. ihall be new and shall bear underwriters' applicable. SCALE: 1/4" = I'-O'l Braden it Braden AI PA Architects - Planners e 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia5comca5t.n t Stuart. FL 34996 #AACOO 032 Meter OPTIONAL PATIO/SLAB /'Covered Porc�\ MASTER v BEDROOM WP GFC1 � I \ I \ I \ I I - - - Smoke / Carbon G R A T i Monoxide Detector R q O M Combo S I C I GFCI I �I G" C L O SIE I TV II I II C GFCI I I I DINING - GFCI I I ROOM � / GFCI GFCI OFCFM o�.� I� KITCHEN- - - - I - - - /24, 1 3 2„ 3,_2„ Nines F o / _ I C.M. Detector onlgg 4.p3er FBC �� GFc1 50 CFM EEGr� ©CGFCI I / / F N_ I 4 2 " GFCI I I 22" x 54" /> Cents \� eo I Attic Access \ i with light I \ J L ` SECOI�I1� 150 AIR I` Opticnal � B\E D R O O M N Panel \ panellocation ® TV \ Pull chain � \ light in attic ;r \\ s 92" GFCI \ GARAGE =E) II Garage / Door / Opener r------- ---------- i I I / /\ I I I I I I 1 WP GFCI I I T I ELECT�IC�4L PL/4N SCALE: 1/4" = I'-011 Post Light with/"o o Attic Ventinci Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.1� Sq. ft, required Provide A Continuous Vented Soffit Wonne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Photo cell �� "1 A ,U Q 4' 3" na Date Drawn Revisions : 3-21-18 5-23-18 Smoke detector revision GARAGE Drawn by: SCANNED LEFT C.C.U. BY 1�/ -OG& Checked by: St. Lucie County D.R.B. +S 6>plfJD DEL 9/0 H.B. Exhaust Duct 7hru Soffit Wire For Front Post Light RECEIVED JUL 2 4 2019 ST. Lucie County, Permitting E-1 OF 5 ,Comm 4 2-2�