Loading...
HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 ofi x 1.5" 2L Ia. 5v crimp metal rong attached to plywood deck using #4 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM D wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 Ib Pelt underlayment metalled with min. 4 aide laps and V end (tilpe 2) 30 lb felt underlayment installed with min. 4 ode laps and L" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank male, laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails specod G o.c. at all laps and two staggered rows 12 o.c. in field. Attach 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 dock to trusses using attachment detail on this sheet FIL E OOP 17 12 12 �' SLOPE 14 4 SLOPE C �g �D O EV Rom'/ i 1 ST,D UCIE C� IANCE [In T.O.B. 8'-I" T.O.B. r SOCC T� 5/8" thick light textured stucco on typical concrete L; ® ® O 5/8" thick x 8"w cut block construction coral finished stucco bands O' " Frniahe Floor "=Fine e I r------- -- ------ - - - - - - Finish Columns with 5/8" thick x 8% cut Finish Columns with 5/8" thick light textured 5/8" thick cut coral � � � � T � � � � � T � � � coral finished stucco bands 5/e" thick cut coral stucco on typical concrete finished stucco bands finished stucco bands block construction SCALE: I/4' = I'-O' REAR ELEVATION EL E YA T I O I` I O T ES: SCALE: I/4° I'-O' - Overhangs at I'-O"Unless otherwise noted on Roof Plan - Roof Itch at 4:12 u ess otherwise noted t� I� Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 Guff Coast Su I and MFG 5v Crimp Metal roofing FL #11451.12 - A n changes a n e S to this l a n Shall be submitted to the architect 2L ga it crimp metal racing attached to plywood neck aging over x 1.5" 2 pp g p g gwood seretu��s with salt sealingnderla washer at ed it max spacing over ASTM D L Ia. Sv crimp metal roofing attached to plywood deck using #9 x I.5 p ltgpe 2) 30 Ili Pelt underlayment installed with min. 4p side laps and L" and wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval In writingprior to startingconstruction. p pp laps fastened with corrosion resistant Uri caps and with 1.25" ring shank nails (type 2) 30 Ib Pelt underlayment installed with min. 4 aide laps and L" and /� ?aced L o.e. at all laps and two staggered rows 12 o.c. in field, Attach Iapa fastened with corrosion resistant tin caps and with 1.25" ring shank nails - R e t U r n ,4 Stucco ands into W ► n d ow Or D OOr, speck to trusses using attachment detail on this *heat apaced 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 1/8" Thick cue coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to ba 19/32" CDX Plgwood nailed at L" o.c. -�� in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 4 SLOPE 4 SLOPE - " T.O.B. Ix' 12° OL a' -In T.O.S.H. 1 12" 2" ° ■ 5/8" thick x 8% cut .: 5/8 thick x 8 w cut 3 coral finished stucco bands coral finished stucco bands ®e O 3 /e� thicka"w core finished stucco bands x cut �\ 5/8" thick light textured ®®® ®`.,, Ile stucco on typical concrete block construction ere a Finis d OL -0'-4" A.F.F. 5/8" thick light textured Finish Columns with ------------------------------------------ - 5/8" thick cut coral O'- = inor - - - - - - - - - - - - - - ,- StUGGO On typical concrete block construction finished stucco bands LEFT ELEVATION ELEVATION SCALE: 1/4' - 1'-0° SCALE: 1/4" = 1'-0* ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING: CORP. Product Approval Submittal Affidavit OQPGIftAeg8ohedn1s swing Doors, Owrhsad Doors, OddinagDoor, Iladowa h Opening Type XOA/111 NUMIM Product Product Model Ghee Attachment method Mtn sign Prowun of Approved Tiagibe 1,2,3 44 FL# 234.3 Single Hung SH-100 Impact FGT 5/IL" spac114'ed ��COa�uet� a�ovaly�Capit°re°at°°Udfiial�°ee�ihers to mm�eve tances specified in Product approval + 80.0 PSF A I6-0330.02 Overhead Garage Door Modal 824/8h11 iic-cis Ae0M DAB a s."vwt �s sir . c ww iu eCwl ww ...EMENG s." at r is g95*�4fa*'}1eJ, W1r.9 =i.12i ,. 10-9-21 + 50,0/-LO.O of p B FL# 14414.1 Fiberglass Domanoth Pro Jeld-Won Elco / " dig. t con with an I. " embsdesnt at Val from corners andfa l.5' ac. max t ereall in head am) •iambs ± 50.0 PSF C FL# 251.5 Sliding Glass Door Series 110 SGD FGT In nom Type "G5A" 1/4' a. tope113/ penetratioii o e epn°2 12 erd°geadiatancsaaipaafedr n ProNdigolt apprwgl ± LO.O PSF Product NUIMM Yodel # Manufacturer Attachment Method Millon Design Pramure of Approved Usto Mullions FL# 241.1 In x 2 3/4' x .315' FGT Install or fastener type and apaernps shown in Table IA and iB in prodpuct approval on sheet 5 of 72. + 58.0 PSF Root FL# IIL51.12 5V Crimp Metal Roofing GuIP and Coast Supply manufacturing Zi aa. 5v rn metal racing attached o pluill deck wing #4 x 15' woad scrams sigh aeN sealing "am at I ' ox. max �aamaB over A8`P�I D fi gpe 2) 30 lb relt wKwingment installed with on. f laps and L and laps fastened uth corrosion resistant tin caps and yith " ring shank nab spep�ad G" sic. at all 1 a and two eta red roue 1Z o.e. m field. Attach seek to trusses using attachment detaaon roof plan - 108.5 PSF Sidig Stucco on Block Soffit FL# 1219e.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2' battens at L' sic. ill : to Soffit framing using+55.0/-35.0 #8 x 3' wood screws at each trues. Instal 0-1 din. x 1.5' land rind 'hank nails with"fit tc battens 'an' PSF Hurricane Panel I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2' drgwall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" o.c. base -board 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 6 mil Visqusan over PERMITTING INFORMATION (FORM 100) I Florida Balding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Bill il gDesign file Enclosed Risk Categor • II Wind Velocity: I65 mph ultimate Mean � t € Rod Hmght.•_IL-� Rod Pitch: 1 Internal Pressure Coefficient- to-Ia 1 SubJectability to damage from: Weathering: Negligible Termitea: Vera Heave Width d Rod End Zone: 3'-4e Wind Speed: IL5 mph ultimate Wind Exposure Classification: C � 1.21 x O.L 0.�2L Adjustment factor for Exposure Haight: ASD+Assiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL .LIUL Components t Cladding Wind Pressure (NET) Rod Zone: 1. +20.L/-gg2.L pat Roof Zone: 2. +20.L/-51.0 pat Rod Zone: 3. +20.L/-84.0 pal Components t Cladding Wall End Zone Width:'- °e Components i Cladding Wind Prenure (NET) l7! alrZ one: 4. +35.8/-38.-1 pal p = Root Zone I Wall Zone: 5. +35.8/-4i.8 pat Wells Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walla Considered for Structure? Y = Rod Zane 2 Continuon Load Path Provided? YYam�ss Walls Zone 5 Are Components an Cladding Dew Provided? Yes END ZONE Mimmmm Sal Bearing Pressure:2 O pal, Presumptive: X B Test: psi 8EE RODUCT AP ROVAL F R IM A T P O ECTION F R O E IN $ =Corner Zones Raid Zane 3 ROOF LIVE LOAD: 9- pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD.--*- pat FLOOR DEAD LOAD: 10 13d clean compacted termite treated if,, Interior Non -Bearing Partition rite, JOB ADDRESS: Braden it Bill den 1 lAv PA Wynne Building Corp. Date Drawn Revisions : Sheet Comm IC Architec - Planners 5-23-18 5-23-18 Smoke detector revision 411 S.E. Coconut Avenue GARAGE Drawn bg: Tel : (1, ) 281-8258 The Grand Carlton LEFT SCANN�D 12-2, G.G.U. C}' I] PFax (l ) 281-8283 E-mail: br+ : naiaecomcast.net Spanish Lakes Checked by: S4 p�lg�P(CounV Stuart FL 349 #AAC000032 St. Lucie County Florida p.R.g. OF 5 Aluminum Drip Edge t Fascia 2" x 6" 5ub-Fascia Kayean fat o vent vinyl soffit I uiiwwwg 1/80 do shank x I.5" loop raoreig nods with 3/8' de. Mad prodiet approval -sae chart el 5/8" thick light textured stucco on typical concrete block construction #5 bar vart. w/ 30' overlap at each filled cell` 17 81 pow FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor t0 verify ALL notes and dimensions prior t0 steel high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc.:, to have el, l3/e"t 5a ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2%" 2%5" 5. ALL Concrete used for slabs shall be min. 2,500 PS1 concrete. o g° ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° sh 6. Drywall at ceilings shall be leveled and attached to bottom chord 0a of trusses with screws per FBC R'102.3.5. O ° 2'h 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. �2 h„ 12. Lowest finished floor to be set bg Governing Building Department `A 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 Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed On attic floors shall have a critical radiant I'x L" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 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. R316 - see permit info box or code edition 18. Gyppsum board material shall conform to ASTM C36, C19, C475, C514, C630, C931 C1118, C1278, C1395, C1394 be C9b0, C1002, C104-1,C11-T-T, or and shall installed accordmg to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail along options for installation of drywall into Spacing Maximum wood framing members Nails FScrews 2" x min. thickness Ceiling Perpendicular 24" l" 12" 13ga 1 3/80 l with 19/44" head OR 0.098" diameter x 1 1/4' long annular -ringed or Sol cooler nail /2 OR Walla Either IL" 8" I6" 0.080' dia. xx 1 5/8" long with Direction 15/44' head OR Gypsum board nail 0.086" dia. x 15/8' with 9/32" head. Ceiling Perpendicular 24" 'I" 12" 13ga 15/8" long with 19/64" head 0.0980 dia�Rter x 13/e' long annular -ringed or bd coder nail OR Walls Either IL" 9' IG" 0.092" dia. xx 1 1/8" long with Direction 1/4' head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/14' tap -con with �- 1 1/2" penetration at 6" o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Masonry Beam to / nails Head AREJIAI Living A/ Front Po Rear Po' Gar ' CALCULATIONS = 1446 = 141 = 200 = 321 sq. ft, sq, ft. sq. ft. sq. ft. Total U64 or Roof= 2108 sq. ft. Total Cu c Ft = 11,568 2' VTR I I I 21' VTR Mastery Bath 1 I 1Law. I 2- I Lev 4• I 2' VTR .. . I 1 1 I s' I Kit. 8mk I I Kitchen 2- ' I I LN. 3' w.a Bath #2 3' C.O. To Septic PLUMBING RISER I" x V P.T: duck nailed to block with e�al I�IjM hardened nails prior to door ttachment fixed door <:>' Use 3/I6" tap -con with sliding door ..... 11/2" penetration at 6' o.c. max. from each toner and 20" o.c. max n Masonry Wall thereafter at sill per product a royal 11 19. ALL ceramic the 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 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 smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall complg with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp{� metal roofing attached to plywood deck using 99 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 6" ono laps fastened with corrosion resistant tin caps and with 1.25' ring shank nay s raced 4' o:c, at all laps and two staggered rows 12 o.c, In field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2' nails ( 24" o.c.) sup orting Max. Islolbs. uplift Grade 12 4 F PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) \R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar coat. in each row. Substitute Car lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" dr wall over I" x furring strips a� 14. o.c. with R4.1 fi-fol insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. o Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply 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 shall not exceed 48" unless otherwise noted we foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxL" #10/10 WWM on 6 mil Vwsqueen over clean compacted termite treated fill IIIfooting 14 x 14 Concreteg with (2) 45 bars cont.and #5 TYPICAL SECTION transverse barn at 48" o c. /2 L� Bottom Track Typical Flooring Sill Install SGD thru buck Into } block with 3/14" tap -coil h Sliding Door De all I from each cosier at 6" max. from each corner and 20.,p o.c, max At M Wall NITS thereafter at jambs perINAuct approval Jamb asonrg I Window Schedule lark Size Rough Open. Window Descrl tion PRO& URE ZONE I. 4'-5ie"x 5'-3ia" 54id'x 111.3i4" Single Hung EONE 4 2, L'-2;a"x V-3 ie" 15' x L3 /4" Single Hung ONE 4 3. '-2" x '-2 1/2a 21 Y2"x 38 ie° Single Hung ONE 4 4. 4'-5 Ye" x 4'-2 %" 54 Ye" x 54 Ye" Single Hung ONE 4 ALL Windows to be aluminum Windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on ekeet ALL Windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction I Door Schedule lark Size Rough Opening Door Description PRE 1URE ZONE A 9'-0e X 7'-O' 108" x 84• Overhead Garage Door ONE 4 B 3`-0' X C-8" 41'/4"x 83%" fiber as Panel - InswingONE 4 C L'-O" X L'-an 14" x 81 %2° a�°r«::t' Sliding Glass Door ONE 4 D 2'-0" X 6'-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 3 x 81 %:" E 2'-L" X L'-8a Solid Core - Wood - I. -Panel IF 5'-O" X L'-e" Solid Core - Wood - I. -Panel - Bi-Fold G 2'-8• x L'-8' x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2'-e" X L'-am Solid Core - Wood - L-Panel J 2`-L" X V-8' Solid Core - Wood - L-Panel - Br -Fold 1. K 2`-8' X L'-e• Solid Core - Wood - L-Panel - Bi-Fdd j ALL Exterior doors to withstand pressures stated box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM in permt AND SHA info L O I N N ° MASTER 0= BEDROOM inn 8'-O" A.F.F. Flat Ceding „e) A/C Meter O O Rod t Shelf 6'' 4" " t ' Is Vanity to e I I N 4Y2„hig o- " O CLO E I pule � ,r�11 I Rod t1ShelP 18�� < , � 1 DW-� ♦ � ATH ~�'� ° I o in KITCHEN - H Flat Ceiling Upper cabinets to ext nil over Rot. Pat 'milC-4 i 12' x 12" Concrete column / block filled unth concrete and (2) #'i bars vert. tied into lintels above Covered Porch � I 8'-O" to T-8" A.F.F. Vaulteld Ceiling GREAT ROOM I I 1 I d- I N x 6" knee -wall 8' O" to T-8" A.F.F. counter top 41V I Vaulted Ceiling I DINING le" I ROOM I ♦♦ I Vanity to be 34 Y2"high" Hgh"Well 9Y4" II'-03/4 1 142" N 1R-II rfat W.H.yw- 7"seelBallard detail T f bia_s11C4Li I Z2• x 54• I�n Provide auto I A to closer L - - MIIa- i g . 22" Q-� 150 Amp 4L-o„ P nel o IN I /a GARAGE Flat Ceiling O N Install windows thru buck into block with 3/10 tap -col with 1 1/2" penetration at V c.c. max. from each corner and 20.' o c. max thereafter at ambs and 20' o.c. max. Exterior face at head and will per product approval of wall / \ Buck to be I' x 4' PT r-----------------i I Block wall in I garage to be I struck block I I I I I I ' A ' 3,:: O `'i I E BATH u Rod t Shelf 8'-0" A.F.F. Flat Ceding SECOND BEDROOM O., EGRESS �1 i it -it 11-1a "if O_ Q C V E R D 12' x 12' concrete umn block filled O O R C with concrete and l2) l bare vent. tie p into lintels bone 9'-O" 1 3'-5" 2'-8" 2'-8" 3 Exterior face 4'-2" 5'-4" Attach buck to block wall with 1/4' die. Eleo cone screws with min. 1 1/4' penetration at 12' o c. max and 4' max from each corner thru 2" x 6" PT Buck WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHE T #1 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT �_ Wood screws thru jamb into buck All rough opening dimensions t0 be verified bg contractor •#e lock with case hardened nails ON ALL JAMB, HEADER, AND at each hingeor and 15' oc. max and Detail at WindOWS prior to window attachment SILLL PRIOR TO BUCK Detail at Door prior to doattachment with manufacturer s specs prior to construction LOCK NTS NTS den AIAe PA Wynne Building Corp" Date Drawn : Revisions : Sheet Braden It B Archite -Planners 5-23-18 5-23-18 Smoke detector revision -41'1 S. B Coconut Avenue The Grand Carlton GARAGE LEFT Drawn bg: 2- Tel ( ) 281-825e C.C.u. Spanish Lakes Fax : (i1 ) 28e1-8283 Checked bg: E-mail: b �.ii,.r+ sin a.t enaia comcast.net xoor^nnnn�o St. Lucie Count Florida D.R.B. OF 5 Comm 12 2� r--: — — — --i 7 I ilz�UL. I UiK,/"�I— IN I TZ%0 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. 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 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 1600 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GIBS 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 Sot) 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, backfilhng and compaction is complete. 5. Contractor to provide filled cell with concrete and 1 #5 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 soil treatment Provide (2) filled cells on each side of openings from 6'-O" 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. L. Contractor to provide for Form Board Surve - Form Board Surve p y g 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 to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A -IL 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. ° �r #5 bar vert. w/ 30' overlap — at each filled cell 4" concrete slab nth fibermesh OR VxP #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 1W1111— ;;7Q4'w x 14"d concrete monolithic footing with (2) #5 bars cont. DETAIL 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. Step per a foundation plan 10" 11 (2) #5 bars cunt. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2' = I'-O" 12' x 12' concrete column block rilled with concrete and (2) #'I bars vert. tied into hntels above Top of footer V below finished floor Verifg house slab height in field 30"x30"xlb" concrete column footing with (4) 45 bars each wag ILUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous #5 bar vert. w/ 30" overlap at each filled call Adjust curb height based on gar. floor slope. \ U5 bar in curb \ �I= L 44 i:US414 11= 14" 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill DETAIL SCALE 1/2" = 1'-0" 4" concrete slab oath fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill y' e r F Al III;, III1= i i Ii 14"w x 14"d concrete monolithic footing with (2) #5 bars cant. URB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8'dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRE55URES STATED N T S iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With I 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location ►'. ao NTS Filled Cell Masonry Column With Or #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location NTS 1 Braden it Aden AIA, PA Architec — Planners -411 S.1T Coconut Avenue Tel : (I ) 281-8258 Fax : (11 ) 281-8283 E-mail: bra naiascomcast.net 14--0" 20'-O" NC GINITMJ911SPER PATIO/SLAB r —, _ ° O 0° i i i' I I I 1 0 oO �o ° -- — o 0 I QI O Fed cell under girder above I Co I 24" I O Rear Patio/Slab I r JJ to be poured separate gJ /� I O Prom the house slab. FF�� n I o I Thicken footing to 24"w x 14"d x 24"L I I ( FI under filled cell I a under girder bearing. L — — Q — 1:91— — — Q a I Rear Patio/Slab to tJ c be flush with bottom of sliding door recess. F_ m n Slope 1/2" II `- ° I I;- I�- I F- I I'° I I FI ° H.B. i I I ^ '4" concrete slab with fiber esh OR I ° ° ��° J) Ox6" #10/10 WWM on 6 and V squeen over I clean compacted termite tr ated fill 1 -, I FI M- I FI ° H.B 4'-0° I O F] 1 I° A/c ° r— #I I 4'* Steel Ballard FI F5 s`r filled w/ Concreted I ° I o0.:. I IFQIa�1 I " Etrip I I I I ° I 3vv I L— a FI I ry Uo o = I Q I I 9:�U IN F51 _ -----_ ° U0 C ° �T�T�T�T_T-T_ I I I LU X Q — I L— �gec-Lot_ ess ____J °8 r 17—I F Garage Door ° rf ° ° — — °°--------- , 3'-5" q'-0" 3'-5" 6'-2" J© 4fille 12" x 12" concrete column with concrete and (2) #Z bar into hntels above Wunne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida FOOTING SCHEDULE Mark am Damcnilitson i 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 120D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30' x 30' x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8'W x 8"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 O'-Om Date Drawn Revisions : 5-23-18 5-23-18 Smoke detector revision GARAGE Drawn by: LEFT C.C.U. Checked big: ID. R.15- Shoot Comm # 3 " 12-2� OF 5 Strad truss to wall using Simpson MGT with Simpson HETA 20 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Provide #5 bran set m re -east a 5/B ilia. threaded rod with min 12" embedment hurricane anchor at each truss Pilled call steel into continuous FROOF SHEETING beam block steel. lintel into beam where length of the opening calls for it. into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 2�" o.c.) supporting Max. pp 9 ETA 20 1810 lbs. uplift ATTACHMENT DETAIL Provide Cast -Crete _ I. Minimum Nail Size = ed ring shank (min. 2.5" long) a eel seSt/O matecast -�- - -- -- - T 2. Minimum Screw Slze = 48 x 2" Min. 8" Bearing---- 3. Minimum Sheathing Thickness 19/32" CDX Plyywood 4. Use bas d for I. •'' :�• ' 1 nails or screws on ress re root stated box pans for 3 ,.`.•; in permit info on t�ese zone 4 FT I I 1 1 ] 1 I I' 1 III.1 .0 4 to k< I 1 Provide PT Buck I I I. I attached per jamb I 1 email Filled Cell h stalls into Pilled cei 4 FT l `I r F 4 FT 4 FT 1 11 4" Pre-cast cast i t I � Provide #6 bars with min. 48 bar tV ' atone overlap in Pilled cell. Tie . 1 1 I Filed cell steel into continuous Q 4 FT 4 FT i• i 1 Pooter steel. it W Ke Area Edge Field Fastener Max. Zone I It 6 8d ring shank 45 psf Zone 2 6" Sd ring shank 'id paf Zone 3 8d ring shank 84 psf ** Zone 3a 1 4" 6" #8 wood screw 112.5 pat • , Concrete Footing (see Pooter schadule for exact sizes) it DETAIL AT WINDOW OPENING IN ** Use nails or s news based on res ure for r of stated Scale: 1/2" = I'-0" In permit Inf o box on these plans ti or zone CBS WALL SINGLE PLY REAR GIRDER TRUSS Nall 2" x 4' bloekmA to vert. lag of truss with IOd x L5 nails at 4' o c. N Verify with Plan 4 :r Install Simpson MGT into wall using Concrete 12"x 12" 5/8' dia thrrade�J rod not Inn. IZ• Lintel Column Block into rat brain an l22) IOd nails into miss O a rn ri c _ s � J QRoa Ul L. 1f'1 I 2s w ui 1 Rebar -- Rebar 1.48 Bar Dla. qin a 13 0 0 Mm.Overlap TRUSS BLOCKING DETAIL00 �A� N Column to Lintel A t t a a ment AT GIRDER STRAPPING 9 C4 AT CENTER BEARING POINT a NTS = w 1/8' thick light textured stucco Installed per ASTM C 92L over ASTM D type 2 paper backed ware lath nailed to substrate through one layer of BEAM SCHEDULE ` C I I E D U L E ASTM D Type 2 felt paper using ad nails. Substrata �J j�j to be 19/32' CDX Plywood nailed at L" o.c. In field 4 and edges with 10d ring shank nails into studs. Mark Size and Description Aluminum Drip A/ Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 " Edge t Fascia #I Two rows of beam block filled with concrete and 1 #5 bar 24 ga. 5v crimp metal roofing attached to plywood deck uang #9 x I.5 BI continuous in each row. Hook vert. bar over top bar with �Lgpa 2) 30WIb Pelif u^daerlegl eaniensatellad" m°Ith minx 4eaeilde lapara^dSLMe^d #5 90 bend bar with a 10 min. lap at top bar. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c, at all laps and two stagggered rows 12" o.c. in field. Attach Flash and Counter Tack to trusses using tachmant datad on this sheet flash I$i i a Gable end ��nn il 2" x 4" SYP #2 Brace Gable and Nall ledger to 8f back nailed to bottom with 2" x 4" SYP #2 min. gable and truss chords using (2) IOd #A6dIt I Precast Lmtsl o u o " aft back nailed to bottom Lintel Bar Clear A B with l2) IOd ile et each truss � Lop chords using f2) IOd = Length Length Span Bars LEAR Bars at each web nails at each truss IF 2'-10" 2'-8" I'-6" 2,#3 none 1•*' 1 r 1 1 1 a----y r'-- —e a----e 3'-61, 3'-4" 2'-2" 2 #3 none 12 BFB-015/IT 1111FIC8-INAT 8F8-83/2T -ENGINEERED WOOD TRUSSES 4'-O" 3'-10" 2'-8" 2,#3 none Simpson HETA or aqua r 24"o.e. TYPICAL _,Additional Withurricpne anchor at 2- truss 4 h d24" c b manufacturer ) R'2 #5 bars ,,,� • + uxth fl0) IDd x 1 I/2 ramieCLFA •7•y, 4'-4" 4'-4" 3'-2" 2,#3 none l 24' oc.) auppporting Max. oP 9 9ne Row or "H' �_:; 18101ba upliftBlock Above '').::::' S'-4"5'-2" 4'-O"2,#3 none 5'-10" 5'-8" 4'-6" 2,#4 none2 +.3,.Kj tN retest Lintel Additional r, i 6'-6" 6 -4 5 4' 2 #4 none Aluminum Drip R-30 blown Plbergg ° `____e #5 bars �____� 9 m bottom chord oP, �Q• , , Ede t FasCla I ttachheed tor'Aw; stucco l3ad :raGbCaiatwad ease o 7'-4T-0" 6'-2' 2,#5 none 12" framing nth rawls or s to OFIL-Id/IT OFIL-�/2T " " no lass then 1-3/4'pan eatretmnmto� I/2" drywall with sin iaah o Al 8'-4" 7'-10" 7'-O" 2,#5 none 2 x L Sub-Fasei hontmitaI good framng end 3/4' penetretxei Two rows of beam I k Pilled with concrete NOTES: into varticd Good irarng cambers I. min- coverage of steel=l.5' and (I) #5 bar con.' . each row. Substitute to u 2. min. bearing regwred a ea. end=9" ALL relnrorcing steel Is grade 40. Kagean full o vent vinyl soffit installed tar lintel Pilled'.. i concrete end lD #5 3. standard for reinf. steel=ASTM A615 umng 1/6' the shank x 1.6' long gely. bar Cont. for bottom ow over openings TYPICAL LINTEL SECTION roiling nrh with 3/e• ilia head per „ t PRECAST CONCRETE) product approval -ass chart sheet #I 5/8" thick fight textured I/2 drywall over lll furringg stucco on t light concrete strips dt IV o.c. R4.1 fi-foil 9P insulation on t pic l Block walls LINTEL SCHEDULE Mark Wor toom Unit Width Lintel Bare Cast -Greta ificetlori ack � • • �attam SRaafl s� Top Steal S� L (FLF) Lamed fPLF) Load (FLF) L22 2'-24 3'-0 OFO-00/IT I 86 30L1 59"1 1024 L31 11 4'-O' OP0-08/IT I #6 26M 1"3 1L3 L45 4'-5' S'-hY �e-015/IT I #6 I= 101 331 LSO 6'-0' L'-L" BFB-OO/IT I a6 1230 035 121 LLO C-a' 11-C spe-on/IT — I s6 Ion '121 534 LOO B'-O' 41'-44 OFB-15/2T 1 s5 2 $6 152 511 512 L'10 1'-O• 10'-L' I#B-ID/2T 1 85 2 05 L43 530 401 1.108 1'-0• IO`-L' OMA-I5/2T ONE 1 85 2 05 0/33 n03 401 I = 10'-0" W-4' BPS-IB/2T 1 *5 2 r6 502 414 492 LIOO!) lo'-O' W-4' MU-IB/2T ONE 1 85 2 05 1546 1028 452 LI20 IW-O' W-4' BFB-I S/2T 1 #6 2 86 411 428 324 L1208 IW-O' 1S'-4' �-0/2T ONE 1 #6 2 06 1016 110 324 U40 W-O' W-4' *U-NWV ONE 1 E6 2 86 1250 L01 26'1 LKO w-o' rr-4' OPS-0/2T 1 #6 2 06 Soo m2 114 LIWIS IL'-O' n'-4' OFIL-0/4'r ONE I #6 2 s6 490 $00 N4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 12 x 12 concrete column block construction block filly month concreted All drywall to a ailed per FBC R102.3.1 Varies -see plan i and shall meet all tainin ASTM codes 1102 I I 'W'WAAWA 01 Ar In FAA 3 �1FAF �1 NING11 i� oil 00 0A, We - 2) laospe ig on this sheet W.G. In 1191Z. ^660G INS t`1 W N W a � X e3 Oaf lV �'�° a- UJ 2sws a u..� � ti 10DL d O u ty 7 \r r N W and (2) 1 bare vart. is g into lintals above #5 bar vert. w/ W Mortar to be Tye Me onlg proportioned er FBC RLOl.2.l. ETA 20 RLO-1.I thicken edge to 8"xe" 30" overla P and Mortar joints Provide Dur-O- II comply wlth FBC at all wet areas (ax showers, tubs etc...) with concrete and at each filled cell one #5 bar continuousFill BEYOND cell with concr't (D #5 bar vent. ( and aD, Rear Patio/Slob to be flush with bottom of Max. spacing shall cl exceed eliding door recess. wood 48" unless ctherwi see Foundation plan ii ioted ites for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET To Pouter el IL' below Pinched floor Base spacing at opening - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET Step per foundation plan " 4" concrete M L"xL" #10/10 WWM, h hbermesh Len and Yiaqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER Slope per foundation plan clean compacted t mite \treated Pill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E ::::...::...:,.:.:.., ..'>°. `'.>.::.:.:.::.`.:..:;.`_... • ,`>.:.::.::..:::.,,..., .....:... `:... ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. _ =III= III IIII IIII IIII=IIII IIII=IIII ;IIII= - ALL TRUSS TO TRUSS CONNECTIONS BY IIII=IIII IIII IIII=IIII IIII IIII-IIII l TRUSS MANUFACTURER IIII '<�''' `. `' IIII-IIII-IIII IIII il- FI ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION I IIII IIII—IIII— T Ical Section at front oath - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Sca " _ '- " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden 11 den AIA, PA Wunne Building Corp. Date Drawn Revisions : Sheet Comm # Archite - Planners 5-23-18 5-23-18 Smoke detector revision S. Coconut Avenue The Grand Carlton GARAGE LEFT Drawn by: -4 12 — 2 � Telel ( ) 281-8258 C.C.U. . Fax : ( E-mail: bra ) 281-8283 naiascomcast.net Spanish Lakes St Luele County Florida Checked bg D R B Stuart FL 34 4 # AC000032 . I I OP 0 OPTIONAL PANEL "An Poles SR Load Wire Desci�gition ere# circil DeaerWluon Wire Load BR Poles 2 40 1.0 km s8 A/C comp 1 2 AHU 810 3.5 ke 30 2 3 4 2 30 4.5 kw sio 40 gat water HTR S iRange $4 12.0 km 50 2 1 a 1 20 1.8 kw 812 Pump 9 1 10 Dr er 810 5.0 ke 30 2 0 12 1 20 1.5 kw $12 13 14 Dishwasher 812 1.2 kw 20 1 1 20 1.5 kw $12 Microiiave 15 14 Retrigorator 812 1.2 ke 20 1 1 20 1.6 ke $12 Kitchen S.A.C. 11 18 Recepts 812 -- 20 1 1 20 1.5 km sit Kitchen S.A.C. 14 20 Reeepts #12 20 1 1 20 1.2 ke #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 ke #12 Garage Door Opener 23 24 Recepts 812 20 1 1 20 1.4 kw #12 26 2i Recepts 812 20 1 1 20 1.42 kw 812 21 28 Rocepts $12 20 1 1 20 812 General Lighting 29 30 Recepts 012 20 1 - 1 20 #12 General Lighting 31 32 Recepts #12 --- 20 1 - 1 20 #12 General Lighting 33 34 Paiterior GFCI 812 - - 20 1 - 1 20 #12 General Lighting 35 36 Bathroom GPI #12 -- 20 1 - 1 20 $12 Smoke Detectors 31 38 General Lighting #12 20 1 - 1 20 #12 Bathroaa GPI 39 40 General Lighting #12 -- 20 1 - a are 41 1 42 1 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. watts aq, Pt.) Small, Appliance, Circult(s> ............................ Range......................................................... Refrigerator . ................................. . Microwave ........................................................ Dish Washer lotfies.,Was#lei............................................... Clotfies„Drger,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, .Water. Heater ................................................. Water Pump .............................. Garage. Door_OPener....................................... 1136 3 5,205 2 1.500 3,000 1 12,000 12,000 1 1,200 1200 1 1500 1500 1 1200 1,200 I 1200 1200 1 5,000 5,000 1 4,500 4,500 I 1,800 1,800 I 1810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 040% 1 O 10,966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,99111 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Ampal Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light $i Double Pole Switch ® Eyeball Recessed P Push Button Switch Exhaust Fan Duplex Outlet -� Ceiling Mounted Light Special Receptacle o- 1 Way Mounted Light atarpr ground fault circwt Light with Pull Chan (attic) ® PlowDuplex Outlet © Computer Connection Jack ® Carbon Manowds Detector 4& Flood Light Q Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke DetectorIVCeiling fan ® Television Jack © Telephone Jack A DI C A/C Disconnect ® I x 4 Florescent Light ICED 2 x 4 Florescent Light ® Speaker Hook -Up ❑>< Intercom Soffit AiC Meter Meter li3 CFM IOWOX6 MASTER BEDROOM 163 CIaM IOAoX6 ATH 150 Amp Panel CLOSE PATIO/SLAB I GR AT ROOM I 12x1 I Bx122x9 I \ I IOx10X M I cocat ---. �� -- 7,--4 10, I a a W.H. r Attic Ao2s x 64' ( sses L -Out - - J GARAGE r----------------- i I 1 I i I 1 I I I I I I i I I I i I ®= JUNCTION BOX TO SUPPORT A PAN � � � � � � O on THERMOSTAT LOCATION ICAL LA`rCUT B/A = BALANCED AIR SCALE: 1/4" = 1'-0" Electric Notes: I. Use copper were only, no aluminum. IT 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 verifg 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 GF1 protected. 18. All work shall be done in accordance with the N.E.C. and to. 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 utilitg 8. AFCI receptacles are required in all rooms except and telephone compang. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 19. The electrical system shall be completely and effectively 10. A/C Refri erant lines that are run thru slabs must be sleeved in VC grounded as re the latest edition of the N.E.C. Arequired b g 11. 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 bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg 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 required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the ,lob 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 bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All racewags and pipes placed in or through any concrete free of defects for a period of not less than two gears 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 ang 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 mag have been damaged. 25. Dryer Vents to be installed per FBC RM1502 12" DINING ROOM AT 1 1I =- I 01 I 1411 1 L i Lc: -_T - - 6 `% SECONE BEDROO WALI 12)a2xe L B/A COVERED PORCH H.B. V ent thru ----iof`it ---- A/C #�/O Alumin 1 h" Conduit FEA�u 20PVC (FPL II 2" rigid aervice FPL Barg Itt. n ap ELECTRICAL R a slab ER - Contractor shall use AL-CU Landing - Contractor shall torque lugs I.A.W. manufacturers recommendations wMch' shall be verified prior to construction ge. NTS Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall wP GF Install aulet under disc. w not shown o�C clarity A/C Meter 0 16„ MASTER BEDROOM f-C 1=1 r CLO INCLUDED ON THIS PI OPTIONAL PATIO/SLAB - - - - ,'Covered Pored -, WP GFCI I \ \ I \ 1 \ 1 I Smoke / Carbon G R A T Monoxide Detector R OM Combo Q S I I I I I I �I 1 © II I II l II I II I I DINING GFCI I I' FC I I ROOM --� GFCI GFCIPCM " 9 9 /i1 KITCHENApr I .�� C.M. Detector `onlyy R4.3 per FBC 3101 9 42° GFCI f A tw out `°h`_ JJ I L 150 Amyl poption: Panel panel location Pull chain \ \ ;ylight in attic Y 42" GFCI GARAGE Garage Door Opener r------------- I I I I I 1 I 1 I 1 I i I I I 1 I I I I I 1 I I I r, -v ELECTRICAL 1"L,4N Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft, required Provide A Continuous Vented Soffit ` O Cente 1 `7'/ -NI B9DROOM SECOI�T0 t'� PB / \ wP GFa COVER O V E H cr / l SCALE: 1/4" = 1'-0" Post Light with Photo call 0 I n ILL Exhaust Duct _-Thru Soffit W re For Pratt Post Light Braden t den AlA. PA Wynne Building Corp. Date Drawn Revisions : Sheet Archlt " -Planner$ GARAGE 5-23-18 5-23-I8 Smoke detector revision 411 S! Coconut Avenue The Grand Carlton LEFT Drawn by: E Tel : ( ) 281-8258 �-c-U- SpKnish Lakes cat Lucie Count Florida Fax : (, E-mail: b ) 2 e1-8283 enaia comcast.net Checked bg: Stuart_ FL 3, L ZAAC000032 R B 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'-0: 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 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spanlor less ® 30' to 60' Span �60 degrees Sprea er Bar or less 1 2 ?ag Line span approx. REFER TO BCSi Truss must be set this way if crone used. Truss is an example, your truss may not moth. nsist crane operator sets truss this way, Tag �_Appro+ 2/3 to ---,.Line 1/2 of Span REFER TO BCSI iss must be set this way If crone used, 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. A A I IFZ 1---1 A N G L E Ill N rJ T IE- 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 HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs c Dome angle nails. SEAT PLATES BY CHAMBERS M INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 �__ upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 6'-1" TYPICAL END DETAIL 12 4.00 F- 00 0 1 upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A The Ar hit nt"s or Ar*^�+!nr,t•, rPp*esentativa's f. ris PJCY 7' a A ARRANGE WITH CRANE OPERATOR IN AD ANCE FOR A SPREADER BAR OF 17' - 23' IN'YrcChetokir,g4eld imeaof $ucontractor 'F r other Construction criteria. Archi4ect' . Thf ® Do not stand on trusses until they are braced r BCSI & properly nailed to straps & hangers approvalcovorsgeneral roof shape, review of truss strapping, and load' GARAGE LEFT GARAGE RIGF-tT I 1 FABRICATION AGREEMENT JSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETUI legal description of the property where the trusses will be installed is: structure from gravity and uplift loads +; The undersigned acknowledges and agrees: their res dive lo�at;o s. J. Trusses will be made in; n strict accordance with this truss placement diagram Approved By; I/ which Is the sole authority for determining successful fabrication of the trusses. Date: /o2. All dimensions In this Isyout have been verified by the undersigned. Braden 8 Braden A —La,. p,;;. 3• Unless written notice is provided by certin mail t elkd ays of delivery the undersigned agrees that no backchargesambens Truss will be allowed.ltIni thte e such written notice is furnished Chambers Truss shall have three (3) business days in to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "SCSI 1-03" summary sheet by TPI & W 5, DelChambivery Is to job site. It is the buyers responsibility to make the Job site suitab Portity of the job sit on f the J b site for delivery. Chambers Truss will be responsiTruss has the sole authority to determine the ble folr dump delivery The buyer Is responsible for additional delivery expenses if Chambers Truss has to red because job site is not prepared for delivery or buyer is not prepared for delivery of tru 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 me this layout. A $50 per hour fee for revisions maybe charged by;t;hambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or agreement a reasonable price. Invoice will be made on delivery and paid within terms c on delivery, Invoice may be made at scheduled date of delivery if buyer cannot at delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasor attorney's fee for collections in event of Payment not timely made. 1-1/2 % per month se charge will be added for all sums not paid within terms. 8, Signature or initials anywhere on this sheet constitutes agreement to all terms hereir 9. In consideration of Chambers Truss extending credit for this material the undersll unconditionally guarantees payment when due of any and all indebtedness owes Chambers Truss by any entity receiving material and the undersigned agrees to pay E Indebtedness including attorneys fees, if default in payment for material be made by recipient. 10. In the event of any litigation concerning this agreements, fie items fumished-hereur or payments referred to herein, the parties agree that the sole a for`any.iil action )e Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines Responsibilities For Construction Using Metal Plate Connected Wood Trusses4. kNSI/rPIANTCA 4 - 2002" )ATED iIGNED 'OR TITLE AWWCI r bar maybe required per' BCSI I-U'tD prOMM i j* &damage Multiple ply trusses must be fastened together pe engineering before they are set; failure to do so can result in r Dof collapse. Temporary and permanent bracing are required and can save III and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivel before setting trusses. Trusses must be setand braced per design to prevent injury & darnagm 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. uv nu i ac i I KUssts U-NING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRURcIII CHAMBERS TRUSS INC 3105 Oleander A�Onue Fort Pierce, Florida 24982-6423 800.6581 mi 11I ' Fort Pierce 772-465-2012 a- Vero Beach 772-569-2012 Stuart, x''772 286-3302 Web Site: C_HAMBERSTRUSSCOM Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. n°" Top Chord Live 20 H o ' Top Chord Dead 7 4.2 w ° Bottom Chord Live 10 Non -Concurrent E ri " Bottom Chord Dead 10 3 d TOTAL Load 37 7.2 a r Duration Factor 1.25 o Wind Speed 165mph ra Top Chord C.B. Sheeting by builder. H In Bottom Chord C.B. Sheeting by builder. r 1- Highest Mean Height 14'l v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W Q 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 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 759 g-a 1yJ1<3 5 90,wee-n PANEL "A" - - - - Polea BR Load Wire Description Ciro# Ciro# Description Wire Load BR 1 20 1.2 ku #12 Rerngerator I Range #4 12.0 kw 6o 1 20 1.2 ke $12 Clothes Washer 3 1 20 1.5 kw 412 Kitchen S.A.C. 5 G Dr er #10 5.0 kw 30 '. 1 20 1.5 kw #12 Kitchen S.A.C. I 8 1 20 — 412 Bathroom Recepts 9 10 Air Condersorr #10 5.0 kw 30 I 20 1 L2 ku 1 #12 Dishwasher 11 12 I 20 1 L2 ku 1 #12 Microwave 13 11 Am Handler #Io 5.0 kw 30 I Ili 414 General Lighting 15 16 I IS 914 General Lighting 11 18 WH #10 6.0 kw 26 I 15 $14 General Lighting 19 20 I is #14 General Lighting 21 22 GDO #12 0.81 KIIJ 20 I Is 914 General Lighting 23 24 Spara Spare 25 24 Spara Spare 1 21 28 1 Spare spare 2si 30 9pere PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total( General Li 9htin9(3 q. „watts s ft.) .. .. ... Small Appliance Circuits) .. 9 Refrigerator. ................................. .......... ..... Microwave Dish Washer .. .... .... ...... .............. .Cl,othes Waeher ..., Clothes Dryer, .... ... Water Heater. Garage, Door .Opener... .. 1135 3 52 2 1,500 3 00 ,:- I 12,000 12 O I 1200 120 = `. 1 1,500 150 I 1,200 1 20 1 1,200 1,200 1 5,000 5,00 I 4,500 450 I 810 810 Total Watts First 10000 Watts 9100% 1 10.000 10 O Remainder 25.115 e40% 1 O 10,2 Electric Heat or A/C 10.000 945% 1 10,000 10'OdA Calculated Load Watts 30,2 `'n' Voltage 2 Calculated Wattage Divided bg Voltage = Total Amps 12(ij Panel Size Required = 150 Electrical S mbcl Legend t4 S Single Pole switch ® Recessed Can Light Sj Double Pole Switch ® Eyeball Recessed re Push Button Switch _Cr Exhaust Fan -18 Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light eintterpr gran fault circuit ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack r-c-mi Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac g Electrical Meter ® smoke Detector Ceding fan © Television Jack a Telephone Jack a, Ac Disc A/C Disconnect " ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up Fg = JUNCTION BOX TO SUPPORT A FAN h = THERMOSTAT LOCATION v' B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATE A/C disc. v 42/O AL (3) #1 THHN Copper With 41 Grnd . 2" PVC Schedule 40 conduit 50 2" PVC S- ' lia AMP 40 conduit MCB Into attic PANEL AHU 200a rated 200a rated meter can ME meter can ME ER Intersystem bonding 2" PVC ( FPLY� Termination point 2" PVC ( F11 schedule 80 schedule 80 2" n id service FPL 2" rigid wr 77 GEC Bere #G c er ire to (2) 8'-CP1G' vanzied around rods ELECTRICAL RISER I ALTERN - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Contractor - Contractor manufacture shall be via - Verify AIC ELECTRIC NOTES: I. Use copper wire onlg from panel to devices 15. Contrac 2, Provide and wire all required smoke t Carbon free of Monoxide detectors. the date 3. Contractor to verify location of electrical year fra service and provider. Correcti 4. ALL bath and kitchen receptacles to be GFCI protected. charge a S. ALL exterior outlets to be WP/GFCI protected. other ph L. Recessed cans to be installed per NFPA requirements. IL, It Is not 1. Tamper resistant AFCI receptacles are required In of consti ALL rooms. all items 8. A/C Return Air Balance Must comply w/ FBC RM1602 the requl 9. A(C RefrigqA.�r� qrraLt Imes that are run thru slabs must be proper asleeved 10, in Y V cr ALL A/C Equipment shall comply with energy calculation or All work Il. k II. All work shall be performed bg a licensed electrical shall olm meet all 12. contractor, the completed system shall be fully operative. Contractor and telep shall pay for all Tees, permits, testing and ns)ect ons Including blower testing where required, 18. The elei 13. All work shall be coordinated with other trades to avoid grounded interference with the progress of construction. 14. All required insurance shall be provided For protection 19. All mete against the public liability and property damage For the labels wh 1-2-19 163 CFM IOXIOX6 MASTER BEDROOM 10 CFM IOxIOx( OPTIONAL PATIO/SLAB 12x12x4l B/A 14 ----- - - - - - - a-, �y ° 12x12x9 B/A CLOSE /1 K CFM eS BxCxF s 3 CFM _Vcnt_thr-L----- Sofflt ATH AiC Meter 1-2-19 USE APPROPRIATE RISER BELOW A/C disc. ISO AMP MCB PANEL bonding Part E groupoun68orods c�pe�aluvenaed ground rde E. SERVICE ELECT. RISER use AL-CU Landing lugs. NTS torque lugs I.A.W. ommendations which prior to construction Ratinq prior to ordering equipment 150 Amp Panel PATIO/SLAB I GREAT ROM I f I49 CFM Center F IOxIOx on telling I 12 t——— — — — f-- I�" I \Y/ I rR Al 7 ex O E �C it � r O 2OX20 T I I WI jz7 QVIM- i J"J3 c4SEC AR14 BED I \ 12xl2xe `1 B/A r-----------------1 I I I 1 I I I I I I I I I I I I I I I I I I I I COVERED PORCH 169 CFM IOXIOxl Exhaust Duct Thru Soffit M Exhaust D H.B. Duct Thru Vent thru wall SOrf It WP GFi A T H Install owlet under disc. in not shown or — — clarity AiC 232 CFM 12xLxl MEC�siissssiI/4 /4 L L/4 0 T SCALE: 1/4 = 1 Ab" hall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before cts for a period of not less than two years from ordering. The contractor shall provide circuit routings to acceptance or certificate of occupancy, or one suit the Job conditions. sing sale of house. defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans jail include replacements or repair of any or as selected by others. of 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 M. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the i complete electrical system and provide all largest conduit or pipe from any other service. For the equipment to be placed 1n ltorder.essary 23. All exposed wire below 9'-1" shall be installed in metal E' be done in accordance with the N.E.C. and conduit. th all local codes and ordinances, and shall 24. Dryer Vents to be installed per lard requirements of the local electric utility FBC RM1502 company. I system shall be completely and effectively 'eguired by the latest edition of the N.E.C. hell be new and shall bear underwriters' miDlicable. Braden t Brade 11 AIA4 FA Architects - fanners 411 S.E. Ccdinut Avenue Tel : (112) -8258 Fax : ('112) -8283 E-mail: bradena comcast.n t Stuart. FL 34996 AC000 32 Meter ■Q7Y OPTIONAL PATIO/SLAB vv ---- i /'Covered Porch-, MASTER TV BEDROOM WP GFCI \ I \ 1 ®— \ / \ \ �S I TV QI Smoke / Carbon ` �4 A T Monoxide Detector R (O M Combo S I C I � I — I I �E TV �CL0S'1� I II I II I iE GFCI DINING I --- ROOM I, FC \� \ I GFCI GFCI ✓ \ 1 \\ \\ I ° f \ : /1 KITCHEN I E' 1 t-------- /24 3,_ cwnss F / C.M. Detector onlgg par FBC / 1 R314.3 GF C 42" GFCI ( W.H. E1 22" x 54" l' Attic A with light I \ L31J ISO AMR i" Optional Panel \ panel location Pull chain \ fight in attic 42" GFCI GARAGE II Garage, r----------0 ene oor Pr'' --� I I I I I I I I I I I I I I I I I I i I i E�ECT�ICA � � Fcl' 50 CFM F N ' C 00 — / E I F /w O Cente - \`\SECO1\ n: ® S Tv BEDROOM /S \ s \� / \ PB / WP Gf \ COVERI11!� T P0-R_C H SCALE: 1/4" = 1'-0 Attic Vertircl Calculations FBC 2301.7 Total Attic Space = 212-4 sq. ft� Venting Ratio 1/150 = 1-4.16 sq, ft. required Provide A Continuous Vented Soffit Wii4nne Building Corp. The Grdnd Carlton Spanish Lakes St. Lucie County Florida Post Light with Photo cell I w ° f0 au A O x O W 1 W 07a H.B. Exhaust Duct —Thru Soffit Wire For Front Post Light RECEN-5D JUL 24 2019 ST, Lucie County, Permitting Date Drawn Revisions Sheet 3-21-18 5-23-18 Smoke detector revision GARAGE Drawn by: SCANNED LEFT C.C.U. BY Checked by: St., Lucie County D.R.B. 1435 CAOCaj OF 5 Comm u 12-2�