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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #4 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 aide laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails stared If o.c. atalllops and two staggered rows 12" o.c. in field. Attach 12" H. H. 5/8" thick light textured stucco on tgplcal concrete O o block construction — --- II = Finishe F --- Finish Columns with 5/8" thick cut coral finished stucco bands 1CrtHT VAT1OIN 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4' = 1'-0' IM__ LEVATION NU_I ES: Gull Coast Supply and MFG 5v Crimp Metal roofing FL 411L51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet .a v Mvw v.. •rvi.". 0{.la{.t.V Uri 6UPILI �.VrIW Ci 6G finished stucco bands block construction REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan SCALE: 1/4' = II /8" thick x 8"w cut oral finished stucco bands - Roof Itch at 4;12 unless otherwise noted AA p Gulf Coast Supply and MFG 5v Crimp Metal roofln FL #11651.12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 — t't n 7 changes to this plan shall be submitted to the architect 2L ga. re crimp metal rooting attached to plywood gdseckpa wing over x 1.5" 2L go. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' (type2)e30w1 felt underlagmentanstalled" with minx spacing lapsramid 4' an wood screws with self seeking washer at 12" o.c. max spacing over ASTM D for approval in writing prior to starting construction. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nads (type 2) 30 It, Pelt undarlayment Installed with min. 4 side laps and C and //�� I I Stucco III ?aced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ALL S t UC C O Bands into Window Or ®OOr . deeck to trusses using attachment dotal an this shoat 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 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 trues webbing. 12 12 SL 4 SLOPE 4OPE -' T.D. 2" • :001 12, H. ®0®® 0.1.4' 5/8" thick x 8"w cut .: 5/8" thick x 8"w cut ®� ®® .: III���❑JJJ 3 coral finished stucco bands 3 coral finished stucco bands lO :.' M O M /81 thick s c cut b core finishedc ands 5/8" thick light textured Elmo `.. stucco on typical concrete LIIIIIIIIIIII, n block construction "` " Garage Finished Floor = FIiced Floor — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -0'-4" A.F.F. 5/8" thick light textured 5%g'h Columnsthick with stucco on typical concrete finished stucco bands LEFT ELEVATION coral block construction ROM`s ELEYATiON SCALE: 1/4' - 1'-0' SCALE: 1/4' = 11 Product Approval Submittal Affidavit Opening 8ohadnla Swiss Doorm, Overhead Doors. Miding Doane, emcee a 81gr>tf TypeNO E Product al # Manufacturer Glass Attachment methodDesignDate of Pressure ved Tests 1.23 I4 FL# 239.3 Single Hun g g SH-l00 Impact PGT 5/IL" vg tape w/ min. 13/e' perwtrau o e per pro�uct nprovel. Contractor s�ial� a era to inn, edge distances specified In Product approval + 80.0 PSF — A I4-0330.02 Overhead Garage Door Model 824/8h11 lL'—O'ammc audit e Ott DAB w r'wn ale' . c Na, uc a..v. a ier, se r f IV 's M„protwr "t 10-9-21 + 50.0/-LO.O aP p B FL# ILLl4.l Fiberglass Dasi n Pro/ Smoogth Pro field -Wen Eko 1/4' do. on with an 1.25" embedment at 3' max iron eormere and11.5" o.c. max. thereafter m heed and J°"'bL ± 50.0 PSF — FL# 251.5 Sliding Glees SGDe 710 PGT I" mom " 1 °W R d eeL eppra„ai. /& e=tr1dios�ialt arhere to + LO.O PSF Door Type GSA inn. 2 1/2 edge distances spaRied in Product approval — Product NOA/PL NUMM MllZiiOnB FL# U1.1 Model # I' x 2 3/4' x .3'15' Manufaeturru' PGT Attachment Method Install per fastener type and apacmgs shown m Table IA and IS in product approval on sheet 5 of 72.. szp i ion Date of sign Premmure Approved lbete + 58.0 PSF Roof FL# 11651.12 Crimp Metal Roofing Gulf Coast Supply and manufacturing 2i a. Sy crimp metal roding attached to plywood deck using #11 x 1.5' 2�aws alth self saahng washer at 12' o.c. max 4&o mg over ASTM D WII restored wiithelt�u � n rewtantttina installed with and with 126'�g and nag Lod Vo.c. at all laps and two staggered rows 12' o.c. In held. Attach deck to trusses using attachment detail -on roe plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12' vented Ylnyl Soffit Kaycan Install using 2' x 2' battens at P o.c. screwed to soffit framing using #8 z0_12, 3' mood screws at eeeh truss. Install soffit to battens using Iona ring shank role with 3ZS" dill, head, +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate drywall ceiling on trove bottom cord I/2" drywall on " x 4" studs at 14" o.c. base —board --1 II II / 2" x 4" P.T. bottom plate \ 4' concrete slab with fibeirmesh OR VxV #10/I0 WWM on 6 mil Visquaen over clean compacted termite treated fill interior Non -Bearing Partition nts Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category_ II Wind Velocity: IL5 mph ultimate Mean Roof Height: a Rod Pitch: 4.I2 Internal PressureCoefficient: ±Q_IQ SubJectabdity to damage from: Weathering: Ne ible Termitesc Veru Heavu Width of Rod End Zone: 3'-4' Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L 0.�2L Adjustment factor for Expowre Height: ASD dasiaan Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components I Cladding Wind Pree a (HET) Rod Zone: I. +20.L/-332.L pat Rod Zone: 2. +20.L/-57.0 pat Rod Zone: 3. +20.L/-84.0 pd Components I Cladding Way End Zone Width: 1-41 I Cladding Wind Pressure (NET) Wall Zone. 4. +35.8/-38.1 pal Wall Zone: 5. +35.8/-41.8 pal Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pot Shear Walla Considered for Structure? yes Continuous Laid Path Provided? Y+s Are Components an Cladding DeProvided? Yes Minnows Sal Beanna Presuure:2-900 be. PresumcUve: X Bu Test: be ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: -Alk- pat FLOOR DEAD LOAD: 10 pet JOB ADDRESS: "101 = Roof Zone I Wails Zone 4 = Roof Zone 2 Walla Zone 5 END ZONE = Corner Zones - Roof Zane 3 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 steel herigh by 4° . Floor 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 s1a (3/e°t 50 kso steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o 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 "' x3, 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R'102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements.• y 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door WH• = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Maaonrg Beam IN x L" P.T. Buck nailed to flux not less than 0.12 Watt per square centimeter. Exposed foam plastic insulation block with case hardened nmis materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachme with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C-19, C475, C514, C630, C931 C940, C1002, C104-I,C1111, ClllB, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thlekneas Location Orientation Framing Member spacing riawmum Max. spacing of fasteners Nat sung options for installation of drywall into wood framing members 2" x min. thickness Nails screws Ceiling Perpendicular 24" 1" 12" 139a 1 3/8' long with 19/1.4' head /2 0.098" diameter x 1 1/4' long annular -ringed or 5d cooler nail 0.080" di . x 1 5/8" long with 15/1.4" head Walls Direction IL g " IL" OR Gypaum board nail 0.084' dia. x 1 5/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/L4" head „ 0.098' diemRter x 1 3/8" long annular -ringed or Ld coder nail OR 0.092" dia. xx 1 1/8' long with 1/4 head Walla Either Direction Ii" 8" IL" OR Gypsum board nail 0.0915" dia. x 11/8' with 19/64" head Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2' penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_ppro 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supplg 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 underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. 1n field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane ene�or at each tress 12 with (10) to x 11/2' nails PRE-ENGINEERED TRUSSES ( 24" o.c.) sippporting Max. 4 at 24"o.c. TYPICAL Islolbs up1dL (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord or trusses I/2' drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar coat. in each row. Substitute Kagean Pull o vent vinul adlit installed precast lintel filled with concrete and (1) $5 urnp 1/8' dia shank x 1.5" long Italy. bar cont. for bottom row over openings rodnIt ratio with 3/8' dia. head per product approval - we chart elect al 1/2" dr wall over 1" x furring strips ai IL" o.c. with R4.1 ri-Pal insulation on tgpical 8" Block walls 5/8' thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes. block construction W Mortar to be Tgpe 'M" only proportioned per PBC RLO'1.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) #5 bar vert. w/ overlap �� Fill cell with concrete and 30" at each cell \ (D #5 bar vert. (typical). Max. spacing shall not exceed Wood 48' unless otherwise noted Baas see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Ox(," #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade - I I_I_� � i I I I I� III III I . ��':• I I I I I I I I I I I �� I i I= i III I t l -IIII-IIII= "' ''' 'III IIII1 II -III IIII i" footing -IIII 14' with (2) "#5 bars eont..and #5 TY P I C A L SECTION transverse bare at 48' o.c. Scale : 1/2" = i'-O" 1 Head fixed door sliding door AREA CALCULATIONS Living A/C = 14"44 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 2" VTR JIL I I I 21" VTR Masterr�� Beth I I I 1 2* I Lay. 1 4' 1 2' VTR W.C. j A I 1 1 ak:r. 3° I KR Sink I Kitchen 2' I • I I s• w.a Bath #2 a,r, 3' C.O. To 8eptn: PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment rt Masonry WellL- 1 1/2"w'!n n u . Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/I4" tap -con with Sliding Door Detail 1 1/2" penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at Jamb& per product approval �amb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Descrl tion PRESSURE ZONE I. 4'-5ka"x 5'-3%" 11 63ia' Single Hung ZONE 4 2, V-2ka"x 5'-3 %a" 15' x 63 i;' Smgle Hung ZONE 4 3. '-2" x 3'-2 1/2" 21 k2"x 38 %" Single Hung ZONE 4 4. 4'-Sks"x 4'-2'/e" 1 54/a'x 54;19" 1 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 T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O' X 6'-8" 41%"x it Flbergless Panel - Inauxrig ZONE 4 C L'-O" X L'-8" '14" x 81 '/2" a Shilling Glass Door ZONE 4 D T-O' X 6'-8' Solid Core - Wood - L-Panel -Br-Fold Firdshed 24' x 81 �2" E 2'-6' X L'-e' Solid Core - Wood - L-Panel F 5'-O" X V-8" Solid Core - Wood - L-Panel - St -Fold G T-8' x II x 1 %;' Solid Core Wood. Steel, or Masorete Door H T-8' X V-e' Solid Core - Wood - 6-Panel J 2'-L" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold K X-8' X V-8" Solid Core - Wood - L-Panel - Bit -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 EGRESS � IT-S" N ° MASTER U= BEDROOM 0 q 8`-O" A.F.F. min Flat Ceiling �r I 2" I'd 4'-O" A IC Meter M Rod t'8helf -O" L' 4„ ✓anitg to 6e v 1 14 V' hig o- 1 nj%CLO E 1� I� uEN d� 11 I Rod t Shelf 18„ co \`1 � DW- -~�~4 ATH 0 I KITCHEN Oi I it - e'-O" A.F.F. H Flat Ceiling Upper cabinets to ext nd over Ralf. try i Gi •'� - 4e - -v OPTIONAL PATIO/SLAB 8'-L" .12" 12" x 12" Concrete column / block Pilled with concrete and (2) #1 bare vert. tied into lintels above Covered Porch 8'-0" to 9'-8" A.F.F. Vaulteld Ceiling GR AT ROOM I I I I CA CA 2" x V knee -wall B' O" to T-8" A.F.F. below counter top I Vaulted Ceiling DINING ROOM I ♦ ♦ I ♦ Vanity to be 34 Y2"high \R-II Det asietiaTi LJ ® �- 4 4 Steel Ballard See detad 1hia-shea Tsr x 64• Provide auto I Attic kAccess x closer � _ _ - billia J 22" Q _ NI 5P Mel P 4" ,_o„ in GARAGE OI '-4" A.F.F. Flat Ceiling O N r----------------- i Block wall in garage to be struck block I I I i I ° 931 15'-10" Install windows thru buck into block with 3/I0 tap -con with 1 1/2' penetration at V o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20' o.c. max. Exterior Pace at head and sill per product approval of wall -\ / \ Buck to be IN x 4' PT fll 1 - • 8'-O" A.F.F. Flat Ceiling SECOND m B EDROOM F• 0- EGRESS i 0 COVERED 12" x 12" concrete FOORCIA with con rate and (2) into lintels :j oil I in itl Tn N block filled ra vert. tieO 4,_2„ 91 c Attach buck to block wall with 1/4" dia. Eleo cone screws with min. 1 1/4" penetration at 12" o.c. max and 4' max from each corner thru Exterior face 2" x L" PT Buck of wall aria. I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT a8 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 i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS I I Braden t Braden AIIA, PA �Uynrle Building Corp. Date Drawn Revisions : Sheet Architects - Planners �-4-19 41-1 S.E. Coconut Avenue Tel (112) The Grand Carlton GARAGE LEFT Drawn b ' y FOR 2 : 281-8258 Fax (112) 281-8283 C.C.U. Checked by: REvIEVIIED CODE COMPLIANCE Spanish Lakes E-mail: bradenalascomcast.net _ Stuart. FL 34996 #AAC000032 St. Lucie County Florida p.R.g ST. LUCIE COUNTY _ __ OF 5 Comm # 12-2s B STRUCTURAL NOTES: ° 34'-O" 14"-0" 20'-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 ie-&OPTIONAL le PATIO/SLAB CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN — PROPER ENGINEERING DATA FOR DESIGN. — — n —r 9. DESIGN LOADS ARE AS FOLLOWS: _ ° = ' ' '_° ° _ — ° 2. ALL SLABS AND FOOTINGS TO BE A MiNIMUM 2,500 PSI AT 28 DAYS r — - — - — — — — — — —I — — — — — — ° ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF IDL+LU = 41 PSF ° 1 ©j , ° i — J I— J BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 1 © d 1 EXPOSURE =°C" 1 QI O Filled cell under 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO FI i girder above SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. I I �0 I o 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t 1 24" , 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. Rear Patio/Slab I J to be poured separate WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR r from the house slab. EL �I BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I IV I O (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. n MiX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 1 c j SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I Thicken footing to 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 24'w x 14"d x 24"L I I BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF I FI under hired cell 1 ° a 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: under girder bearing. ° ° _ ° ° ° ° CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL I � — — — ° PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FiLL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" _ - 0 I COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY ° mw I Rear PSlab to ° U c be flush witthh bottom of I PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. � CL 1 sliding door recess. H ud) 1 Slope 1/2" I f- 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 �• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE. I ° FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. i FI F=OUNDATiON FLAN ° I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and I #5 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 4'-0" to 9'-I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2410 o.c. unless otherwise noted (see section) (a. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to Vx8' SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicrde in annular space between sleeve and pipe. 30" overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell fi ECTIONS one #5 bar continuous 11 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Pill 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill —I I I footing Iwi h (2)c#5 bars cont,rete ' 14" I ) TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-080 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cunt. step per o . foundation plan J. z 10" (2) #5 bars cunt. bottom steel 12" = DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12" concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of factor V below finished floor - 30"x30"xl6" concrete column footing with l ) — 9 h 4 # - � 5 bars each wag 30 III - COLUMN FOOTING DETAIL SCALE 1/2' = 1'-0' d- laws #5 bar vert. w/ 30' overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ C"4W.l--111111114 SCALE 1/2" = 1'-0" TYPICAL 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Pill W. =IIII III III —I 14% x 14"d concrete monolithic footing with (2) #5 bars cunt. 14" RAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8"dia. x 6" 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 NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column with One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location � a,.0 Sinale Filled Cell Column NTS Filled Cell Masonry Column With One 466 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS I it' Braden it Braden AIA, PA Architects — Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net H.B. 4 1 i (^ " concrete slab with fiber ash OR I ° Vx6" 1110/10 WWM on 6 mil V squeen over 1 clean compacted termite tr gated fill I o I I r- ' o m I ° 4- I i I ° H.B ZL I ❑ I Z00 r—--------w.H I I #1 I 4'm Steel Ballard FI 1 F5 filled w/ Concrete ® I �Cv E II 1 I E:; I I I e I ° L- FI 1 oo I ° ° are I �a43 U = I ©I I 1 0� F51 -----J ° u p c IL El IIJU - x Q 7.1 1 L— ® Recess for_----� F� r--1 N �I Garage Door --- °--------- ° JQ ill-ell6' 12" x 12" concrete column block fdle with concrete gnil 12) #Z bars vert. ti into lintels above Wynne Building Corp. The Grand C S anish Lakes S�. Lucie County Florida TRIO UU ;0 BE V_ N= Ir FOOTING SCHEDULE Illark am Description 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 I6'D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x II THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Date Drawn Revisions 9-4-19 GARAGE Drawn raven LEFT by: REVIEWED FOR C.C.U. :CODE COMPLIANCE Checked bg: ST. LUCIE COUNTY D.R.B. ..,..,.. Sheet Comm # 3 12 2� B OF 5 ROOF SHEETiNG ATTACHMENT DETAIL I. Minimum Nail Size = Bid ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws bas d on press re for roof stated in permit info box on t ese plans Igor zone 3 Keu Area Ede Field Fastener Max. Zone 1 6 6 8d ring shank 45 psf Zone 2 4 It6" 8d ring shank 16 sf Zone 3 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails in or s4rews based on pres info box these ure for r of stated permit on pl3lns or zone Concrete / Lintel Column Verily with Plan "x 12' Tin Block Vg1 Rebar Rebar 48 Bar Dia. Min, Overlap to Lintel Attachment Provide 85 bars with min. 48 bar Provide #5 bar set mpre-east diameters overlap into beam. Tie hotel into beam where length of beamblock steel. filledcall steel into continuous the opening calls for it. be� Provide Cast -Crete -" SUS-OB/OT precast - - - lintel set in mortar = Min. 8' Bearing u= I I I 1 i rovide PT Buck attached per jamb t, t Poured Pilled Cell i i I etaib into filled col 4" Pre -cast I+ Bill III, DETAIL A' CBS WALL Provide 85 bars with min. 48 bar 'meters overlap in filled cell. Tie riled call steel into continuous factor steel. • ': Concrete Pootirr�igg (see Tooter schedule for exact ezea) PENING IN Scale: 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS Wall 2' x 4' bloelunp to vert. hog or tress with li x 1.5 nails at 4' o c. Install Simpson MGT into wail win 5/8' dia. threaded rod set min. I20 into not beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPiNC AT CENTER BEARING POINT NTS n 1/8" thick lift textured stucco installed per ASTM C 92over ASTM D type 2 paper backed _ S wire lath Waded to substrate through one layer of ]1.�� IMI SCHEDULE ASTM D Tgpe 2 Felt paper u°ing ed nails. Substrate to be 19/32' CDX Plgwood nailed at 6" o.c. in field and edges with 10d ring shank nails into studs. Marktcownotinrul ze and Description Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 of beam block filled with concrete and 1 #5 bar 2 a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" BI in each row. Hook Vert. bar over top bar with w screws with salt sealing washer at 12" oc. max spacing over ASTM D and bar with a 10" min. la at t bar. (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" and P top laps fastened with corrosion resistant tin cap* and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this Aarat Additional Precast Lintel #6 ban Lintel Bar Clear "A" "B" i 1.'r CLEAR Length Length Span Bars Bars Is V�;Eg.' _ ; '" I T-10" 2'-8" 1'-6" 2A3 none �----y----e w---- All 3'-6" 3'-4" 2'-2" 2,#3 none SPs-015/IT BIRe-113/IT 811s8i 4'-O" 3'-10. 2'-8" 2.43 none Simpson HETA 20 or equal I _Additional hurricane anchor at each truss 4 I 1:5 bare with (10) IOd x 1 1/2' nails eLtA me Rom of "H' 4'-6" 4 4" 3 2 2;#3 one ( 24' oc.) supporting Max �.•'• 18101ba lift Block Abuse '"�4'.f'� 5'-4" 5'-2" 4'-O" 2,#3 none � •t �.. � recast Lintel %,e 5'-10" 5'-81, 4'-6" 2,#4 none r .:: •�j �XXXXXXXX Additional }.>r a 6'-6" 6'-4" 5'-4" 2#4 none Aluminum Drip #5 bars �--__a Edge ! Fascia IL2" -C Z'-0" 6'-2" 2,#5 none 2" has 8F1L-IB/IT 81"16-111 e'-4" T-10" T-O" 2,#5 none 2" x 6' Sub-Fasei he iz NOTES; into min, coverage of steel-1.5" 2. min. bearing required a ea. end=li ALL reinforcing .steel is grade 40. Kaucan full o vent vi i soffit installed 3. standard Por reinf- ste®l=ASTM A415 ' - TYPICAL LiNTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE ittit Lintel Sire Crast-Crete tzsi ifiaatwn . . l5loackMark HAbove • • Bottom stool S� Top Steal S's' Goad (PLP) wd (PI.F) Lod d (Imli L22 2'-24 3'-6' 6111119-OB/IT 1 85 3061 1"1 1024 L31 F; s; 3'-r 4'-0' 911"8-015/IT 1 #6 26N 1363 163 L45 4'-6' 5'-IW 8118-011 — 1 86 1106 104 331 L60 6'-0" V-6• 01111I9-08/IT 1 95 1238 on 121 L60 V-se T-V aPs-08/IT I #5 Ion T21 934 aO- 8'-0• "lli ILP8-I8/2T I #6 2 95 162 54111 612 L40 q'-O' KY-6' 8108-I8/2T 1 86 2 86 643 530 401 Lsli q'-04 W-6" 81II6-I5/2T ONE G I #5 2 85 E33 es3 401 LI00 10'-O' W-4' sPS-I5/2T 6' #5 2 95 692 444 452 Lli 10'-O' W-4' SPIL-I8/2T ONE 1 85 2 85 1366 11011111 452 L120 Ii W-4' sP6-I15/2'r 1 #6 2 #6 4'n 42s 324 L1208 12'-O' W-4" 8P16-I5/2T ONE 1 #6 2 #6 1015 TIO 324 LHo W-O' 51-4' sP16-I5/2T ONE 1 86 2 86 1250 6011 25411 LILO W-O' M'-4' 6139-IB/2T 1 #i 2 96 300 M2 1 194 Lli W-0" li I OPIL-1e/2T ONE I #B 2 96 "0 Boo 1 lq4 - 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. wing 1/a' dia shank x 1.5' long gals. roofing nails with 3/0' dia. head per product approval -sae chart *hest #I 12' x 12' concrete column block filled with concrete and (2) #1 bar* vart. tiad--- into lintels above thicken edge to 8'x8' wth concrete and one #5 bar continuous BEYOND Top of rooter 16' below finished floor ,IIIIIIIIIIIIIIIIIII -illl,,llll„ Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable and truss with (2) IOd is at each web on 3/e' hrrib lath ntal and vertical *cod it staples to provide 4' penetration into sag and 3/4' penetration irarna members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar Vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan to C3 Slope per foundation plan "li' - Brace Gable and with 2' x 4' SYP #2 Oft back nailed to bottom or top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES S 24"o.c. TYPICAL ( shop drawings by manufacturer ) Brace Gable end with 2" x 4" SYI Oft back nailed t of top chords usii nails at each true \R-30 blown fiberglass in bottom chord or trusses -I/2" drywall with smooth finish ' Two rows of beam block filled with concrete _and (1) #5 bar Cont. in each row. Substitute pprecaat lintel filled with concrete and (l) #5 bar Cont. for bottom row over openings 1/2" drgwall over I" x furring stripe at 16' o.c. with R4.1 fi-foil -strips on typical 8' Block walla Strad truss to wall using Simpson MGT with 5/e dta, threaded rod with min 12" embedment into beam either wet set or in epoxy with (221 Ind mnds into truss- Add binekina to -Dimpson "= I to .4v hurricane anchor at each truss ( 24" o c.) supportina Max. ��ei�i�i�lslsl 1• sll IN 'A MAMA MA r1m,02 .II �/IEI el 1'61 SAM P Ism FA MA I OVA A to INS do 2) 30 lb fol this sheet sup Fe All drywall to be installed per PBC R102.3.1 ETA 20 i and shall meet all pertaining ASTM codes. no Mortar to be Type "Me onTg proportioned per PBC R601.1 and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (D #5bar Vert. (typical). spacing® I I I �l A 48" unlessotherwisenoted exceed m_. Wood we foundation plan Horse for spa Baas spacing at openings — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET Viol' #10/10 WWM on 6 and Visqueen over — 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. WWI- I ALL TRUSS TO TRUSS CONNECTIONS BY III- TRUSS MANUFACTURER =11IIIII1111 II1 1111 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 144 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Typictlon at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale: 1/2" = 1'-0' zeR- FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION �'�� � Data Drawn Revisions raden t Braden �IA, d m Sheet Comm # Architects -Planners Wes( rine Building Corp, 9_4_19 Al -411 S.E. Coconut Avenue GARAGE Drawn b . x Tel : (112) 281-8258 T i L l e Gran C a f l t on LEFT `� '� , l 2— 2� Fax : (112) 281-8283 C.C.U. CODE COMPLI� 1LOR E-mail: bradenaiascomcast.net Spanish Lakes Checked by: B Stuart. FL 34996 #AAC000032 St. Lucie County Florida D.R.B. ST. LUCIE COUIiN'I Y OF 5 1-2-19 - - - PANEL "An Polo$ BR Load Wire Desetptmn crce cams Desaiptim Wire Load BR Poles 1 20 1.2 ka $12 Rarrigerstor I Ran 86 12.0 Its 50 2 1 20 1.2 km 812 Cloth" Waoher 3 1 20 is ko 812 Kitchen S.A.C. 6 A Dr s10 5.0 km 30 2 1 20 1.5 ks 812 Kitchen S.A.C. I 8 1 20 — $12 Bathroom Raeepta 9 10 Air Can $10 5.0 km 30 2 1 20 1.2 its 812 Dishnslw II 12 1 20 1.2 Its 812 Microwave 13 14 Air Id $10 km I 16 814 Gerard Lighting 16 1L 1 i6 814 Generel Ughtmg Il 18 WH 8101 — 15 814 Ganerd Lighting N 201 16 — 814 Gorwal Lighting 21 22 Goo $12 Jkm2S 1 i6 — 814 Gerard Lighting 23 24 Spam Spare 26 2i Span Spare 21 28 Spam SWre 241 301 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, walla ag: It:) Small. Appliance. Circultr/ ......................... . .. . ...... Range„ Rstr{gerator.,,,, Microwave ........................................... Dish . Washer .... ............................................. ,Clothes ,Washer ............................................... .PotheA.Q!94r........................................I....... Water Heater Garage,Door,Opener.................... .................. 1135 3 5.205 2 1.500 3,000 1 12,000 12,000 1 1,200 1,200 1 1500 ISOO 1 1200 1200 1 I 00 1 00 I 5 000 5,000 1 4,500 4.500 1 810 810 Total Watts 36,616 First 10000 Watts e100% 1 10.000 10,000 Remainder 25A15 e40% 1 O 10.24L Electric Heat or A/C 10.000 065% 1 10.000 10.000 Calculated Load Watts 30.24L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 121.02 Panel Size Required = 150 Amps Electrical SL,mbol Legend S Sengle Poke Satoh ® 1 Recessed Can Light S+ Double Polo Switch Ephall Recessed e Push Button Switch Exhaust Fan =s D outlet ¢ Coding Mounted Light —0 special Receptacle ♦ wen Mounted Light ground Vault circuit =%Iaptoao Light with Pull Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Maioode Daructa 4& Flood Light T Thermostat m Electneal Panel ® Central Vac 8 Electncal Meter ® Smoke Detector Ceding Pan ® Tarkmaon Jack ❑1 Telephone Jack A a c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® speaker Hock —Up = JUNCTION BOX TO SUPPORT A FAN O - THERMOSTAT LOCATION B/A = BALANCED AIR -Laat_thtm-___ Soffit 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 40 conduitS 2" PVC Schedule ;2—sAMP 40 conduit sleeve AMP Into attic A PA EL Al-IU EL AHU 200a rated meter can i1 200a rated meter can Interagatem bonding - Intersgatem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 C.schedule 80 2' rigid service FPL 2" rigid service FPL Meter 1113 CFM IOx10xL MASTER BEDROOM 11.3 CFM lo)dOxL ------N — — — — L_1 L B/A� CLOSE ATH 150 Amp Panel OPTIONAL PATIO/SLAB PATIO/SLAB I I GR IAT ROM I I Center Registers on ceiling fan 0�MM Ix0FIOx1O _XJVI 1201 L— — — —— T — r W.H. I Attic xAccess i with hphn. L—___ _ GARAGE r----------------- , I 1 I I I I I I I I I I I 14r� I r II w DINING ROOM Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall H.B. WP GF Vent thru Install owlet �70T T It under disci/' tiN AT H not shown or T2 clarity — — — — A/C 41 232 CFM 12xixl SECOND BEDROOM I 123d2xs �1 B/A COVERED PORCH �I ground rods - __. _ I ground reds H j�j�j J�ELECTRICAL RISER ALTERNA♦TE SE+RVICE ELECT. RISER � E C A I `L I C A L — Contractor shall use AL—CU Landing lugs. NT8 — Contractor shall use AL—Cu Landing lug a. NT8 — Contractor shall torque lugs I.A.W. — Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which SCALE: A L E : 1 / 4ii — 1 — O shall be verified prior to construction shall be verified prior to construction — Varif AIC/KIC Rating prior to ordering equipment — Verif AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onlg Prom panel to devices 15. Contractor shall guarantee all materials and workmanship free of defects for a of not less than two from 20. All egwpment and panel sizes shall be verified before The circuit routings to 2. Provide and wire all required smoke t Carbon period years ordering. contractor shall provide Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction or defects shall be completed without additional 21. Furnish and install all fixtures as tolled for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall Include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected other phase of installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete i. Temper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must comp)yy w/ FBC RMIL02 be the requirements necessary for the equipment to be placed in 23. All exposed wire below 9'—I" shall be installed In metal EMT 9. A�C Refrlg��iit lines that are run £hru slabs moat G proper working order. P conduit. e eeved in Il. All work shall be done in accordance with the N.E.C. and 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances. and shall 24. Dryer Vents to be installed per 11. All work shall be performed by a licensed electrical most all standard requirements of the local electric utility FEFC RMI502 contractor, the completed system shall be fully operative. and telephone company. 12. Contractor shall pay for all Tees. permits, tesCmg, and 13. inspections rn Iuding blower testing where required. All be trades to 18. The electrical system shall be conpletely and effectively work ahalt coordinated with other avoid grounded as required by the latest edition of the N.E.C. 14. interference with the progress of construction. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public hablhty and property damage for the labels where applicable. LAYOUT Braden it Braden AIAe PA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiascomcast.net Stuart. FL 349% #AAC000032 Meter OPTIONAL PATIO/SLAB ,'Covered Porc `, MASTER BEDROOM WIZ GFCI 1 1 U IN I — — — — — Smoke / Carbon R AT Monoxide Detector R OM Combo S I C I GFCI CLOSIE I © II I I II GFCI I I I II DINING FC -�� GFCI ROOM � I GFCI GFCI lvo_�cFM O /i KITCHEN I IL-------- S 111/2u I C.M. Detector F onl R3y4p3erFBC r,a=r� H � en nai.i GF GFCI I / 42° GFCI / _ _ a tW L POption: 150 AmR Panel Pull chain panel location light in attic 42" 4FC1 GARAGE Garage Door Opener I I I I I I I I I I I I ELECTRICAL FLAN 1 �-r'o' ` O Cente I t_y ,`\SECOI 0-4 BgDROOM Attic Venting Calculations FBC 2301 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Sof f it Wes(. nne Building Corp. Sppanish Lakes 5t. Lucie County Florida 1qp/ \�I WP GFCI F-i �C°��H� I SCALE: 1/4" = 1'-011 Post Light with "-V0o Photo cell I I� t, Date Drawn Revisions 9-4-19 GARAGE Drawn raven r l t on LEFT U. REVIEWED FOR C.G.U. Checked by: CODE COMPLIANCE D.R.S. ST. LUCIE COUNTY 2A Exhaust Duct —'Thru Soffit a Wire For Front Post Light Sheet Comm # E-1 12-2, B OF 5 s =LIFE SAFETY WARNING zl This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. ,i Y i i r 1„ DON'T LIFT TRUSSES .. WITH SPANS LONGER THAN s C. 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span so degrees Spreaq er Bar or less I. —._2 ' 9 t_Approx 2/3 to—► a Line ag Line span approx. /zat span T REFER TO BCSI REE R E 0 BCSI Truss must be set this way if crane used Truss must be set this: way if crane used. not motor.This is an exomple, truss may not match. Truss is an exomple, your truss mo y Insist crone operator sets truss this way. Insist crone operator sets truss this way.: AIR HA"K=),III _F=F2 IVOTF:= 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. I U REPRESENTS A HANGER 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 r— m M upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1" i TYPICAL END DETAIL 12 4.00 I 6— 2.00 r 2 " upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-l" a END DETAIL: A i I e j ARRANGE WITH CRANE OPERATOR IN AUVANCE FOR A SPREADER BAR OF 17'- 23'1 A Do not stand on trusses until they are brac-ed per BCSI & properly nailed to straps & hanc.,Iers 34' GARAGE LEFT (NO U N L_ GI FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed Is: The undersigned acknowledges and agrees: ' Trusses will be made In strict accordance with this truss placement diagram layout, whiohls the sole autholity for determiningsuccessful fabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned. .3. Unless written notice Is provided by cortMed mall to Chambers Truss within ten (10) days of delivery the undersigned agrees that no back charges will be allowed. In the event such written notice le famished Chambers Trues shall have three (3) lb�ujjnass days in which to begin repalm required, or to substitute other trusses, at Chambers ooWn.' 4. The undersigned acknowledges receipt of "SCSI 1-03" summary sheet by TPI & WTCA, 6. Dellvery Is to job site. It Is the buyeesresponsibility to make the job she suitable for delivery. Chambers Truce has the sole authority to determine the suitability of the job efts or a potion of the job she for delivery. Chombers Truss will be responsible for dump delivery only. The buyer Is responsible for additional delivsrF expenses 9 Chambers Truss has to redeliver because Job she Is not prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer is responsible to Chambers Trues for towing costa due to she conditions. 6. Price as shown In paragraph 7 below is subject to change If any changes are. made In this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. , 7: This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed IN or 9 no agreement a reasonable price. Involce 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.Tfuss reasonable attorneys fee for collections In event of payment not timely made. 1-12 % per month seRice chaise will be added for all sums not paid within terns. . 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 atiomeys fees, It default in payment for material be made by the recipient 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, Ore. parties agree that the sole venue for any such action will be Saint 6voie County, Florida. 11. Design responsibilities are per "National Standard And Recommended Guidelines On Raeponslbllltles For Construction Using Metal Plate Connected Wood Trusses ANSIfrPINVTCA 4-2002 DATED .,_.v SIGNED Aspreader bar may be 1109 OD per "uL N 1-US' m Fnelfem Ll"gur . s eemage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result In roof 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 before setting trusses. Trusses must be setand braced Per design to prevent inJury Br dartlaga. 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. DO NOT SET TRUSSES USING THIS LAYOUT USE PAYOUT DELIVERED WITH TRUSSES To SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach T72-569-2012 Stuart 772-286-3302 +ar-L era,,, r UAux0eoerel IQQ renm - The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction critei➢a. Architect's approval covers general roof shape, review of truss strapping,, andl 7oa#lin' structure g on froro gravity and'.upN } tdids andl their respective locations. Approved 6 f Dote: E .radar & Graden A.I.A. P.A. 4 °- 92.0/93.2 MITEK 4.2 `�, DESIGN CRITERIA County SAINT LUCIE vo Building Department SAINT LUCIE COUNTY w w Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake m _jIIIOf I Loading in PSF Roof R.D.L. z ,,__... �./, °I " � Top Chord Live 20 ? a o ego Top Chord Dead 7 4.2 r .2, Bottom Chord Live 10 Non -Concurrent m ecerx"w° ° F Z Bottom Chord Dead 10 3 ° cry C TOTAL Load 37 7.2 I I Duration Factor 1.25 W"° R o Wind Speed 165mph f>1Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. J Highest Mean Height 14'-0" a v V Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C J6 Barrier Island No Conforms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracing co J4 Verify DESIGN CRITERIA shown above with the building department and your engineer. J2 Design Criteria is the responsibility of the Building Q � Designer and/or En ineer of Record. b Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: rP Date:04/24/12 Revised:02/21/18 1 FOR a'-4" 6-4" 15'-10" ' WYNNE BUILDING CORP. tC— DESCRIPTION: ARAG E RIGHT 62'GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYQEVIEwnI..�a3 �6� DE CO ST. LUCIE COUNT'�Gt�'d� POCIC