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HomeMy WebLinkAboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL 911651.12 21. ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood &craws with self sealing washer at 12" o.c. max spacing over ASTM D Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 (type 2) 30 lb felt underlayment Installed with min. 4' side laps and L" and 26 is. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails wood screws with self sealing washer at 12" o.c. max spacing over ASTM D spaced L" o.c. at all laps and two staggered rows 12" O.C. In field. Attach (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end duck to trusses using attachment detail on this about laps fastened with corrosion resistant tin caps and with 1.25" ring &hank nails spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 12 SLOPE 4 4 SLOP 8'-1" BEARING ;. EGRES 12" 12 O.H. H. COVERED Finish Columns with PORCH 5/8" thick cut coral COVERED O O finished stucco bands PORCH 5/8" thick light textured t n t cal concrete GRES 12„ .H. 2 s ucco o ypl .. block construction Finished Floor 5/8" thick x 8% cut 5/8" thick light textured coral finished stucco bands stucco on typical concrete 5/8" thick x 8% cut block construction coral finished stucco bands RIGHT ELE\/ATiON REAR ELE\/ATION SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" (type wood screws 0wlb felt sealing washer with c. minx -4' side lapsrand toM 0 end wood screws with self sealing washer at 12' o.c. max spacing over ASTM D laps fastened with corrosion resistant tin caps and with 1.25" ring shank Watts itype 2) 30 lb felt underlayment installed with min. 4' aide laps and 6" and s aced L" 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 nail& ?aced to trusses using attachment detail on this sheet Tack 6 ox, 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 Sd nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. 12 I2 in field and edges with IOd ring shank galvanized Wads into truss webbing. 4 FSLOPE 4 SLOPE -I" EARI G 8'-1" BEARING 12" _ 12„ 12„ 112„ H. PE H. H. ®®®® EGRESS H. 3 5/8" thick x 8% cut coral finished stucco bands ❑ ❑ ®0® e O 7777777 -_ O' O" = Finished Floor _ _ _ _ - - - -- -__ - L - - ®E - _ _ _ � _ _ _ O-O" Finished Floor® . ' -onto oQ%A thick light textured 2'-2" 5/8" thick x 8"w cut / I stucco on typical concrete LEFTELEVATION block construction FRONT ELEVATION coral finished stucco bands 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 Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NONE Product Model # Manufacturer Glass Attachment method POT tion o signAppPressure o 1,2,3 t4 FL# 239.3 Single Hung SH-100 Impact PGT 5/IL" 1/4' dia. tapeons w/ min. 1 3/9" penetration o e spaced per product approval. C penetration shah here to min. edge distances specified in Product approval + 80.0 PSF - A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" max width IL'-O" max height DAB Es x' l' e�s46 s�"ft 89 s ,,, ate I s/i{ I n'"'rm {I.E.a Imo' m .."n i..aee e, n.nss inn "i iA'"� tlwminotrx. - C to .emr, t" pr"dme &y&rm,e 10-9-21 + 50.0/-LO.O sf p B FL# 14414.1 Fiberglass Smoogn Pro/ Jeld-Wen Elco 1/4' dia. Layton with min 1.25" embedment at 3' max from corners and n.5' o.c. max. thereafter in Mad and jambs. + 50.0 PSF C FL# 251.5 Sliding Glass g Door Series 110 SGD PGT 1" mom " Type GSA' I/4" s. topcoms w/ min. 1 3/ penetrati eo e apace par. product approval antractor oliiall here to min. 2 1/2 edge distance& specified in Product approvalTEST + 40.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Expiration Date Design pressure of Approved Testa MlllllOnB FLU 261.1 I" x 2 3/4' x .3'15" PGT Install per fastener type and spacings shown in Table IA and IB m product approval on sheet S of 22. + 58.0 PSF ROOF FL# 11651.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing(type 26 5v crimp metal roaring attached to plgwood deck using 99 x 1.5" wood screw with &rIP dialing washer at 12" C.C. max ,pacing over ASTM D 2) 30 lb Felt underlegment installed nth min. 4 side "laps and 6" and ups restarted with corrosion resistant tin ceps and with 1.25 ring shank nails spaced L os. at all laps and two staggered rows 12" o.c. in held. Attach dick to truws using attachment dertal'on roof plan - IO8.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 9,12' da. x 1-15" lona rinci shank nails with S/8" dia, 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 ) AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" t p plate I/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board 2" x 4" P.T. bottom plate LuPat 6 rioiO;N ni i:i:.•p :,-✓,k•. -?^: ;Y;;._. 1:..;r,...i::':!•.;::t:'.£,;.'.'.":k: Q: i.>>;(: ;n;1e:r.':^:� 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill U PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Bwldin Design is. Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Rcot Height: III'_ Roof Pitch: 4:12 owT� Internal Pressure oe icient: ±D_Ie Subjectabiiity to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.1./-32.6 psf Roof Zone: 2. +20.4/-51.0 par Roof Zone: 3. +20.1./-84.0 per Components t Cladding Wail End Zone Width: V-4" Components t Cladding Wind Pressure (NET) Zone: 5. I WWall all Zone: +35.8%-31.e par Walls 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3 par Shear Walla Considered for Structure? Yes Continuous Load Path Provided? - Roof Zone 2 yes Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Sal Bearing Pressure: al, Presumptive: X By Test: par Mizz Corner Zones SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS Roof Zone 3 ROOF LiVE LOAD: 31 psf ROOF DEAD LOAD: 10 par FLOOR LIVE LOAD: 'ice sf FLOOR DEAD LOAD: 10 oaf interior Non-5garing Partition cite ICI JOB ADDRESS: �' Q�r�� Braden It Braden A IA, PA one Building Corp. MODEL: Date Drawn Revisions Sheet Comm # Architects - Planners 3-28-18 5-23-18 Smoke det ctor r ision A RFax 411 S.E. Coconut Avenue T Q Y GARAGE Drawn by: EVIEWE�D '. ' ,)R� '.- 1 12-100 Tel : (112) 281-8258 G.C.U. CODE CC �PIpk �NQ� I . S ankh Lakes : (112) 281-8283 LEFT Checked by: ST. LUCIE C(� 1��� -mail: bradenala comcast.net St. Lucie Count Florida Stuar FL 34994 UAAC000032 D.R.B. ®CC OF 5 FLOOR PLAN 4" CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4° diameter Living A/ = 1120 sq. ft. roceedin with work. p g steel crash post. Floor Flange with 4 - 3/8" Back Porch Total = 210 s q ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into Garage = 311 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc.., to have slab (3/8"t 50 ksi steel plate) Entry = 28 sq. ft. a minimum 1,400 P.S.I. fiber stress. i" Total Under Roof= 2216 sq. ft. 4. 5. No dissimilar metals to touch. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. r2" 2i2" 2%y" h" Total Cubi Ft = 13,-160 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 >3/a" ° 2%1" 6. Drywall at ceilings shall be leveled and attached to bottom chord , Of trusses with Screws per FBC R102.3.5. P 0 2�° Attach buck to block wall with I/4" dui. Elco conc screws with n. 2' VTR 1. ALL wood in contact with concrete shall be pressure treated. O 1 1/4' penetration at 12" o.c. me u 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. ,�„ and 4" max from each corner thr Exterw face 2' x L" PT Buck 1 I 9. ALL plumbing fixtures to be low flow. or mall crime 10. Contractor to Provide Drain at water heater in accordance I with the current edition of the Florida Plumbing Code. 21 VTR 11. Contractor to Provide a 2'-8" wide door at one bathroom for as wood screws th at Wr hingve aand jamb intobuck imaxntto and handicap accessibility requirements. 2�" 2'/z" Detall at Door prir to door attachment ( I I 12. Lowest finished floor to be set by Governing Building Department i" NTS I 2„ surveyor to set In field. Master I Lev. Bath I I INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND Lay.I 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door TO BUCK NSTALLAT INSTALLATION 2° vTR JIL Water Heater Install windows thru buck into I block with 3/10 Lap -con with2. 1 1/2' penetration at i o.c. max. 1 I 15. Wall and Ceilin shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 g P from each corner anand d 20." o.c. max tet�ha f L°enetai'apef "approve SMr. x )Kitchen 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4 0 per FBC R302.9.2 Exterior face rad{GL 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be " x 4' PT I flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies materials exposed on the underside of the roof deck or on the attic walls shall comply 4.v. with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 I"x4' P.1. Buck nailed to 3' C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed witl Detail at lUIndOWS prior to i case hardened nails w•c. lindow attachment according to the following: (FBC R102.3.5) Masonry Beam Bath 42 i" x L" P.T. Buck nailed to / Drywall ming Max. spacing block with case hardened nails Location Orientation Fra NTS s' Thickness Member of fasteners Nall sizing options for drf(wall into installation of Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. /From each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at L" o.c. max. /- from each corner and 20' o.c. max thereafter at ail] per product approval I" x L" P.T. Buck block with case hai Head prior to door attar fixed door sliding door to nails 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, _ " Masonry Wall A108.1, A118.1, A118.3, A136.1 20. Cement, fiber -cement or C1288, C1325, OR C1118 and A131.1 glass mat sum backers in accordance with ASTM and installed I.A.W. manufacturers recommendations shall - - ''"``"` Bottom "Track Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation includingfacings 9 within floor -ceiling assemblies, shall have a flame spread developed index not to exceed such as retarders or vapor permeable members installed P pDetail1 roof -ceiling assemblies, wall, crawl spaces and attics index not to exceed 25 with an accompanying smoke 460 when tested in accordance with ASTM E 84. block with 3/I6" tap -con with 1/2" penetration at L" o.c. max Sliding Door from each corner and 20.' o.c. max thereafter at Jamba per product At Masonry Wall NTS pprov Insulation shall comply with F.B.C. R316, ir Window Schedule Gulf Coast supply and MFG 5v Crimp Metal roofing FL 411451.12 21. ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Mark Size Rough O en. Window Descrl tion PRESSUR4 I. 4'-5Y;'x 5'-3%" 54%"x L3%," 8rngk Hung ZO 2. L'-2%s"x 5'-3 !a" 75" x L3 %," single Hung ZO 3 2'-2" x V-24' 21Wx 38s/m" Single Hang ZO 4. 3'-1" x 5'-3%" 1 36" x C Smgk Hung ZO ZONE 4 4 4 4 4 5. 4'-5%:'x 4'-2'/e" 54%s"x 54 X" 8mgle Hung Zo ALL Windows to be aluminum windows w/ tint Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) Iod x 1 1/2' nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. .} at 24"o.c. TYPICAL Isloibs. uplift (sho drawings b manufacturer) p 9 y and mullions per elevations. ALL windows to withstand pressures in permit info box on sheft ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction I Aluminum Drip �A Edge t Fascia R-30 blown fiberglass in bottom chord of trusses [Door Schedule ZONE I/2" drywall with smooth finish Mark Size Rough Opening Door Description PRESSOR 4 2" x L" Sub -Fascia Kagcan full o vent vingI soffit installed using I/9" die shank x 1.5" tang gaiv. rooting nods with 3/e' die. head per product approval -sae chart shame >«I 5/8 thick light textured " g stucco on typical concrete block construction Two rows of beam block filled with concrete and (l) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings I/2" dryywall over I" x furringg strips e{ IL" o.c. with R4.1 PrFoil Insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shell meet all pertaining ASTM codes. ro Mortar to be Typar M onlg proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) A 9'-o" X T-On 108' x 84" Overhead Game Door Zo B 3`-O" X L'-8" 41;' x 83�;' Fiberglass Farrel - Inawi ZO C L`-OM X 6'-8" 74' x 81 %2" Sliding Glass Door Zo ,_ " ,_ - D 2 O X L 8 Solid Core - Wood - L-Penal-Bi-Fold Finished 24 x E 2'-0 X V-8" Solid Core - Wood - L-Farrel F 51-0" X V-a" Solid Core - Wood - L-Papal - Bi-Fold G X-g" x C-8" x 1 N" Solid Core Wood. Steel, or Masonite Door H X-8" X V-8" solid Core - Wood - L-Parel 4 4 i " 1 h #5 bar vert. w/ 30" overlap at each filled cell Fill cell with concrete and N #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood Base See foundation plan notes for spacing at openings J 2'-0 X V-8" Solid Core - Wood - L-Parcel - BrFdd ALL Exterior doors to withstand pressures stated in permit I box on Sheet 41 P fo - Grade "r 4" concrete slab with fibermesh OR L XV 410/10 WWM on L mil Visqueen over clean compacted termite treated fill y GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET All rough opening dimensions a to be verified by contractor prior to construction with manufacturers specscs prior 1 I- -' 111-1111 = -III 11111111= "" 1114" x 14" Concretd footing with (2) #5 bare coont. and #5 T Y P I C A L SECTION transverse bars at 48' o.c. Scale C.O. To septic PLUMBING RISER NTS Jamb n t Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 -mail: brad enaiascomcast.net O O r �101 NCLUDED 21'-0" Opt. PATIO/SLAB 3'-IOY2" ?2" ° EGRESS EGRESS ° ° 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above PORCH7 o ° WIRE LATHII. STUCCO O CEILING MASTER N BEDROOM o U0 o 8'-O" A.F.F. O cam U - Flat Ceiling , H ALL ° IL2jl I I I I ° I I I I 1 101BE) u_ MT 12'-e" o I O in I ir 8'-O" to 9'-8" A.F.F. Vanit to be Vaulted o (Ceiling 34Y2yhigh ( 20' 8" Rod t Shelf � I I G R EIA T L'-O" 6'-4" ROOM N H.B. i I n i in ° 3 2" x V knee -wall fro L O S E I U7 below counter top p LINEN - - - -I 8" CASIN Rod t She �hr W�-ow/ i o� I DINING Q O \ ~ ` ROOM L -O ` I cv +41" HIGH WALK 8'-0" to 9'-S" A.F.F. I Vaulted Ceiling W-O" A.F.F. ° Flat Ceiling I 1-1/2" VERHANG ;r ° KiTCH�R------- n Upper cabinets to extend over Rer. 12'-1lo'-5" THIRD 71i - 4'-0" ° BEDROOMLE oG _ _ 0 A.F.F. a w Flat Ceding - K i� A/C #I o r , , ` R-II Bath Inwletiat I '2^j• X 54• (�/J-t'I. / >I I W Attic V ins `�T,1 Provide auto I III ivy \- U 3,-4„ 4" 30„ closer L - _ _ _ - {nl I 4'e Steel Ballard I � O °p Sea detail on this sheet J J m L__,� ° 14' -L" 4" - J r Pr Linen Dou le FFoam.1Hanging D H n " 2" B- GARAGE II ° o anit m` I I Vy to be r� -4" A.F.F. 3 Y2"hig O r+ Flat Ceiling r 1 ° . o o i r-----------------1 Double %Aging v I I :r Block wall in 1~ -nati g- - - I giroge to be j °Ica MT ° ° "r struck block I i ° I ° EG c° J J° O n 4 -9 4 5 I I min ;D I I av 8" a SECOND ® c.Qu. ire-o, BEDROOMS Oi in IV Flat Ceiling one Building Corp. THE ROYALS Spanish Lakes St. Lucie County Florida 9'-0" 15'-10" ° ° EGRESS � 0 REVIEWED FOR 2'-8' 2'-8" 2'-2" 9'-L" 2'-2" CODE COMPLIANCEST. LUCIE 5'-4" 13'-10" BOCC 3s-o' SCAENNED Date Drawn Revisions Sheet u. Comm # 3-28-18 5-23-I8 Smoke detector revision GARAGE Drawn bg: 2. 12-100 LEFT c.c.u. (� B Checked �9n �r in 1" OF 5 .7 I INll,1.1L. I L-4��`-'tL INL/ I >_C): I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSi GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 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 FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. I1. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONC ETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 1L. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at -48" o.c, max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundation Walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of Sol[ test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade X, meeting ASTM A-l� and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. #5 bar vert w/ Thicken edge to 8"x8" SCALE: 1/4" = 1'—f" FOOTING SCHEDULE Mark Size Description Fl 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30' x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F� 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS V 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 30" overlap s££ TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one 95 bar continuous 6"x4l" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade m — - -1 I I I I 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR CxC 1*10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per Q: foundation plan ivll,. -+ 1(� 2) #5 bars cont. bottom steel 0 12" 71 > r L/ DETAIL AT GARAGE STEPDOWN 9r`AI P 1/7" = I,-n 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter IL" below finished floor Verify house slab iR height in field C 30" COLUMN FOOTING DETAIL SCALE 1/2" = I'- #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb `_t c I � E :- 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill :r y; III i i— 14% x 14"d concrete monolithic „ footing with (2) #5 bars Cont. 14" 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 PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection) for New Construction. Soil treatment used for subt rranean termite prevention inside the foundation perimet r shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed afte initial chemical soil treatmen area shall be re -treated wit i a chemical soil treatment including spaces boxed or framed. Treatment must be in actor ante with the rules and laws established bg the Florida D partment of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floor shall not be of cellulose containing materials and shall receive application of termrcide in annular space beltween sleeve and pipe. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be SOOO PSI See Floor Plan For Loc ition O NTS Filled Cell Masonry Column With One #5 From Footing To Be m Each. Conc. Fill To Be 300 PSI See Floor Plan For Loc tion Double Filled Cell ;olumn NTS 1 it Braden ,AIA, FA 4rchitects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 -mail: bradenaiascomcast.net IB" 35'-O„ ----- 14'-O" 4 TmCLUMP 21'-0" ° - I ° pt. A O/SLAB 12" x 12" concrete column block Fiil a with concrete and (2) 41 bars vert Into lintels above N _ 17 I 1 I I I Lj1L!JI I LQJ -� ___ o ,,-�,, --z — °--� ---° r ---- FI ° �J—� L © T Filled cell under FI I girder above I�FI 24" Rear Porch Slab to/ be poured separatelg Q t -I r J from House Slab. I d) N o `� I I Thicken footing to t 24"w x 14'd x 24"L -1 I under filled call n I under girder bearing. I ° ° ° ° N o Q ° " Q[ FI Rear Patio/Slab to FI be flush with bottom of sliding door recess. ( ° slope I" I I II I �- I FI I �- I I o I I I� ° I I I 4" concrete slab With fibermesh OR ° 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I FI I I I I[ �� II I I I FI I I 1 I I I I' 4'-0" I --a -- © — o O —-------- I I o A/C :.1 .H. I I C # I Q I I F�# W I" See detail on this shoot I I I - I I I I I I I 4" concrete slab with fibermesh OR 1 6"x6 #10/10 WWM on 6 mil Visqueen over I I clean compacted termite treated fill I I ° _ I O II _i I N QI I I I a I I n I I LU �O 4� 73 a \ N F51 W FS Recess for I O L Door J in O — — --Garage — — — ° Kj VI ine Building Corp. THE ROYALE Spanish Lakes St. l ucie County Florida H.B. FI (:�) A 0 0 O r 3-1Q2'-g" 2'-8" 2'-2" 9'-6" 2'-2° REVIEWED FCI, 'w 13'-10" CODE COMPLIAuN0I 35'-0" ST. LUCIE COUNT',' BOCC Date Drawn Revisions : Sheet 3-28-18 5-23-18 Smoke detector revision Comm # GARAGE Drawn by: 12-100 LEFT C.C.U. . Checked by: D.R.B- OF 5 ROOF SHEETING Provide 45 bars with min. 48 bar diameters overlap into beam. Tie Provide #5 bar set in re -cast R O O f F ^ A N Scale : 1/2" = I'-0" Simpson HETA 20 hurricane truss Strap truss to wall using Simpson MGT with 5/8 dia. threaded rod with min 12 embedment I ATTACHMENT D E T A i L filled cell steel into continuous beam block steel. lintel into beam where length of g the opening calla for it. — Overhangs g — Roof pitch at at 1'—O" unl 4�:12 unle ss otherwise noted On this Sheet S Otherwise noted on this sheet^D anchor at each 24f o.c.) supporting Max. 1810 Ibs, uplift HETA 20 into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet _. . . Provide Cast-Croto SUB-OB/OT precast lintel set in mortar. .: .. Min. 8' Bearing Q �Q �i41i410400i9iA,SWA WOW Q 004 KettArea Ede Field Fastener •Pressure Zone 1 6 6 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 14 psf Zone 3 .4" 4" 8d ring shank 84 psf ** Zane 3a 6" 6"1 #8 wood screw I 112.5 psf — I runs shop drawings to e provided bg manufacturer Ang changes to this pla shall be submitted to the architect for approval ir writing prior to starting construction. ALL TRUSS TO TRU S CONNECTIONS BY TRUSS MANUFACTUR =R — Architect to review Tr SS Shop Drawings Prior O to construction for lagou and uplift verification Poured Pilled Cell _ Contractor to provide for Form Board Surveg and to provide Q Form Board Surveg to Truss Compang prior to truss constructio Lu Provide #5 bare with min. 48 bar diameters overlap in Pilled call. Tie 4illed cell steel into continuous tooter steel. R Concrete Footing (see rooter schedule for exact sizes) O Q7 93 ** Use nails or s4rews based on pres$ure for roof stated DETAIL AT WINDOW OPENING IN in permit info box on these plans for zone 3 CBS WALL Scale: I/2° = r-o° w i� a =t N N SINGLE PLY REAR GIRDER TRUSS ip m o 0 CD Ewa Nail 2' x 4" blocking to vert. leg of N U true with IOd x 1.6 raids at 4' oc. 3 Verify with Plan N Install Simpson MGT Oi�n'lto wall win���gQQQ s Concrete a Into 5/0"set"be (2s) ITOd rodsintotruss Lintel 1211x 12 Column Block - Relbar a TRUSS BLOCKING DETAIL Reber 48 Bar Dla. F_ Min. Overlap +`':: AT GIRDER STRAPPING Column to Lintel A t t a c i1 m i n t AT CENTER BEARING POINT W NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed SCHEDULE wire lath Waded to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/37" CDX Plywood nailed at L" o.c. in field Mark Size and Description and edges with lod ring 'shank nails into studs. w Two rows of beam block filled with concrete and I US bar Gulf Coaat 5u I and MPG 5v Cnm Metal roofin FL #11651.12 Aluminum Drip / Supply P g Edge t Fascia $I continuous in each row. Hook vert. bar over top bar with 24 e. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" U5 90° bend bar with a 10" min. lap at top bar. wood' screws with self sealing washer at 12" o.c. max soactng over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end lapa fastened with corrosion resistant tin caps and with 1.26" ring shank nails Flash and Counter ?aced L" o.c. et all laps and two staggered rows 12" o.c. in Field. Attach flash Brace Gable end deck to trusses using attachment detail on this sheet with 2" x le end #2 Nail ledger to eft back nailed to bottom Additional Precast Lintel #5 bars �Lsti AR Lintel Length Bar Length Clear Span �ir Bars itB" Bars 2'-10" 2'-8" I'-6" 2,93 none 3'-4. 3'-4" 2'-2" 2,03 none eFe-OB/IT BP8-IB/IT 8P8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,1;3 none #5 bars CLEAN.-: ::.1;; 4'-6" 4'-4" 3'-2" 2,43 none :- Row of "H' Bne lack Above 4 -O„2,03 none Precast Lintel 2,44 none r'-✓�" Additional ":} 1 L'-L" 6'-4" 5'-4" 2,94 none #5 bars �y 1'-L" 1'-0" 6'-2" 2A5 none BFIL-IB/IT BFIL-IB/2T 81-4 T-10" I T-0" 2;#5 none NOTES: ALL reinforcing steel is grade 40, I. min. coveraga of steel-1.5" 2. min. bearing required 9 ea. and=6' 3. standard for reint. ateel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) -^, t Provide PT Buck l I ;;:r attached per jamb ' atada into frfled cal 4" Pre -cast F..,l t-; .I gable end truss of top chords using (2) IOd with (2) IOd da nails at each O at each web tV i W 12 2 Simpson HETA 20 or equal 4 PRE-ENGINEERED WOOD TRUSSE hurricane anchor at each truss with (10) IOd x 11/2' nails s 24"o.c. TYPICAL l 24" o.c.) wppporting Max. ( shop drawings bg manufacturer ) 1810lbs. uplift Aluminum Drip --V R-3 blown fiberglass Edge i Fascia I/2" cMc stucco on 3/8' In -rib lath in b tom chord of trusses Q. 12" attached to horizontal and vertical road framing with noes or stepias to provide I/2" yuall with smooth finish 2' x L" Sub-Fasci no Ian than 1-3/4' panetratmn into horizontal wood treating and 3/44 penetration Two r ws of beam block filled with concrete c p N into vertical wood framing members and (I #5 bar cant. in each row. Substitute w o Kaycan full o vent vinyl aorlit installed prec bar cont. t lintel filled with concrete and (1) #5 for bottom row over openings r m umngg I/8° doe shank x 15" king gels. 3/8' die. head o rcoring nails with per product approval - see chart sheet #I 5/8 light 1/21, rgWall over I" x furringg thick textured strip at 14" o.c. with R4.1 Frfal stucco on typical concrete I t 18" MI k II I block construction insu a ton on ice cc wa s . blockx 12' concrete column All d wall to be installed per FBC R102.3.1 block Pilled with concrete y and (D #1 bare veil tred Varies -see plan T and all meet all ertmnin ASTM codes LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Flows of 'H" Block Above « Bottom Steel DateSteel Tap S12e Max. Gravity Load IPLP) Max Uplift Load (PLP) Max Lateral Load (PLF) L22 2'-2' 3'-L' 8P8-OBAT 1 #5 3OL9 16L9 1024 L31 2'-Am 4'-0' 8P8-OBAT 1 #5 2541 13L3 103'-I'" L45 4'-6" W-10' 8F8-OBAT I #5 1105 909 339 LBO 5'-0' V-0 8P8-OBAT 1 #5 1238 83-S 121 LLO 6'-8' 1'-0 8P8-01SAT 1 #5 1011 121 534 L80 8'-0' T-4' 8F8-IB/2T i #5 2 #5 152 591 512 L90 T-O' Io'-L' BPS-IB/2T 1 #5 2 #5 643 630 401 L90B T-Om 10'-L' 8PIc-iB/2T ONE 1 #5 2 #5 1533 1183 401 L100 10'-0' W-4' 8F8-IB/2T I #5 2 #5 582 444 452 LIOOB 10'-0' 11'-44 BPIL-IB/2T ONE 1 #5 2 #5 136L 1028 452 L120 12'-O" IV-4' Blaiii /2T 1 #6 2 #5 411 428 324 L120B 12'-0" IV-4" BPIL-IS/2T ONE 1 #5 2 #5 1019 110 324 L140 N '-O" 16'-4" 8PIc-110I ONE 1 #5 2 #6 1250 609 269 LILO I4'-0' IT-4' SP8-IB/2T 1 #6 2 #5 300 192 194 L160B IL'-O' IT-4' arlc-IB/2T ONE 1 #5 2 #6 960 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED, into lintels above m Mort r to be Type "M" only proportioned er FBC RL01.1 #5 bar vert w/ l R i� _i NJ W, d �deMr i rm— O W N N � X OU (Y ru m Q A °. GJOL � 3: d to u aq E r, °� OD ; — tn u N r thicken edge to 8"x8° t 30" avails p and Prov ortar joints shall comp y with FBC bo1.2.1. a Our-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and at each filled cell HETA 20 one #5 bar continuous BEYOND Rear Patio/Slab to Fill c (D #5 II with concrete and bar veil. (t icau• yp Simpson HETA 20 B1 be flush with bottom of Max. acing shall not exceed hurricane anchor at each truss sliding door recess. Wow 48" u see P leas otherwise noted ndatioi plan notes for ( 2`}" O.C.) supporting Max. Top el tooter 16" below finished floor Base BpAGi at openings 1810 lbs. uplift BI Step per foundation plan 4" oncrete slab with fibermesh OR BI I L L'xc' l0/10 WWM on L mil Visqueen over a Slope per foundation plan '! clefn compacted termite treated fill .tc= 111 I I I I-1 III 1-1 11-1 1-1 1-1 I I I I C I III I I —III Trk :,� . -., I I I III I II I I III I I IIII- ����_����_��� �� ,, 'C��;C, I�1=Hl 1�IIiIIIII�I�.III1 illl„„1111=—Ill �f«�ll I ST LUCA +SOLIAN U TY 1iii_I11I_ilil. T gpicaI Section at Friont Forth BOCCI 3 Scale I/2" = I'-O" Braden It Braden AIA, PA Winne Building Corp" Date Drawn Revisions Sheet Gomm # Architects - Planners 3-28-I8 5-23-18 Smoke detector revision -41-7 S.E. Coconut Avenue THE ROYALE Drawn by: Tel : (112) 281-8258 GARAGE C C.U. 12-100 Spa Lakes Fax : (112) 281-8283 LEFT Checked by: E-mail: bradenalascomcast.net I PI d Stunt FL 34996 UAAC000032 ISC- ucle oun g or1 a D.R.B. OF 5 PANEL "A" Poles BRJkw#12 Description arc# circ# Description wire Load OR 2 40 /C camp 1 2 AHU #10 3.5 kw 2 30 0 gel. water HTR 5 L Ran a #L 12.0 kw '1 e 1 20 ump 9 10 Dr or #10 5.0 kw 90 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 Its $12 Kitchen S.A.C. 11 Is Recepts #12 - 20 1 1 20 1.5 Its $12 Kitchen S.A.C. 19 20 Recepts #12 20 1 I 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 ZO I 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 I 1 20 1.4 kw $12 1 25 24 Recepts #12 20 1 I 1 20 11.92 kw #12 21 28 Recepts #12 - 20 I 1 15 #14 General Lighting 29 3o Recepts #12 - 20 1 1 15 #14 General Lighting 31 32 Racepts #12 20 1 1 IS #14 General Lighting 33 34 Exterior GI #12 20 1 I 15 - #14 General Lighting 35 3L Bathroom GPI #12 20 1 1 20 - #12 Smoke Detectors 3i 38 General Lighting #14 IS I 1 20 - 812 Bathroom GFI 39 40 General Lighting #14 15 I S are 11 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description 0t . Watts general Lighting (3, watts sg: , f t.) ....... . . ..... .. . . . . C ircuit(s).... ...................2 ..... ......................... Refrigerator.................................................. Microwave .......................... Dish Washer ........ ............ C lothes,.Washer........................ I ....... ............... Clothes..Dryer................................................ Water, Heater Water..Pump............ ................ I., ..... ............... parage. poor. Opener ..... . ...... . . . .... . 1�35 3 j1(,UJ,atts) 05Small_Appliance. 1,50000 1 12 0000 1 1200 I 00 L ti00 I 1,500 1 1200 1,200 I 1200 1200 5 000 I 5.000 1 4,500 00 1 1,800 1,800 1 810 10 Total Watts 1,415 First 10000 Watts e100% 1 10,000 10.000 Remainder 21,415 940% 1 O 10,946 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts :&0.966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed Push Button Switch Exhaust Fan =09 Duplex Outlet Ceiling Mounted Light Special Receptacle O- Well Mounted Light Waterproof, ground fault interruptei Light with Pull Chain (attic) ® Floor Duplex Outlet Computer Connection Jack on Carbon Monoxide Detector Flood Light Q Thermostat ® Electrical Panel ® Central Vac ICJ Electrical Meter ® Smoke Detector Ceding fan © Television Jack ❑t Telephone Jack A else A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up 1111 1 Intercom Opt. PATIO/SLAB 139 CFM IOx10xl MAST R BEDRO M 139 CFM IOx10xl B/A e1 R1 B/A° I Vent thru - 32 CFM I I SoPfI>--- o. KITCHEN 144 CFM Ai C SEE MANUAL 'J° and Energy Calculation for Unit info 150 Amp Panel r 22° x S4� I Atuc Access lath light L - _ - - - 0 Steel Ballard -� TOdetal on this sheet GARAGE ®= JUNCTION BOX TO SUPPORT A FAN A/O ____ O = THERMOSTAT LOCATION r 1 I i I I B/A = Balanced Air I u2/0 Aluminum Peed Mo.8; 1 1 Electric Notes: I'Aso Conduit PANEL , 1 I. Use copper wire onlg, no aluminum. I I 2. Provide and wire all required smoke detectors. Te 3. Contractor to verify location of electrical 1 1 service and provider. AHu 4. S. ALL paddle fans shall be on a rheostat. ALL bath and kitchen receptacles to be GFI protected. Z° PVC t FPL 4. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and garage. g Baia aL cap wire 2' ryd sarvma RPL to #5 coot. prs'�er m sk6 9. A/C Return Air Balance Must comply w/ FBC RM1402 10. A/C in 4rant fines that are run thru slabs must be sleeved In C ELECTRICAL RISER 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical - Contractor shall use AL-CU Landing lugs. xTS 13. contractor, the completed system shall be fully operative. Contractor shall pay for all fees, permits, testing, and - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Inspections including blower testing where required, 14. All work shall be coordinated with other trades to avoid 19. The electrical system shall be completely and effectively interference with the progress of construction. grounded as required bg the latest edition of the N.E.C. 15. All required insurance shall be provided for protection against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 1is. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house, suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23 All racewa a and pipes laced in or through an concrete g p p p 9 y all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. 18. proper working order. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-i" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RM1502 and telephone company. 163 CFM loxloxi Center F on ceiling 12" �I 163 CFM IOxioxi DINING ROOM I THIRD BEDROOM 84 CFM Iox4xL 13 FM'��-- x4x4 H Vent thru 215 CFM 12x6x'I SECOND BEDROOM MEC�l/4NICIII L L/4YOUT O= THERMOSTAT LOCATION SCALE: 1/4" Brac en t Braden AIA, FA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net At rt_ FL S4996 #AAC000032 Exhaust Duct Thru Soffit, 4" Exhaust Duct Thru Wall WP GFC Install owlet under disc. u� not shown or t] clarity 0 .r Opt. PATI IT MASTER BEDROOM WP GFCI / tv T f � I PORCH \ \ TV \ I \\ I - -- -- GREIAT i ���jjjjjj��� (//���, �/'b�J ROOM l Ip V I �-' � Smoke / Carbm `IfIY ManaadCDetector 01111 I ---- s CLO�E iC 1 I GFCI \ � GF I \ GFCI D I _ \ ROOM 4FCI� \ 50 CFM \ II I / N - 1 a / IT N �g 2" x 54' I I I ttic Access \ with tight] 4"0 Steel Ballard -� I \ See detail on this sheet I M/ I Pull chain \ light in etticp ` 150 Imp \ \ OPTIONAL PANEL Pan I\ \LOCATION / I \ 42"h GFCI 1 , smoke / Carbon \GARAGE IIC�°unrAHU it ©US T O C .�I Garage Door Opener \ I 1 i 1 / P�,■t j I I I i / I i / i ELECTRICAL PLAN SCALE: 1/4" Attic Venting Calculations FBC 2309.7 Total Attic Space = 2-481 sq. ft. Venting Ratio 1/150 = 16.58 sq. ft. required Provide A Continuous Vented Soffit WU L Building Corp. THE ROYALE Spanish lakes St. Lucie County Florida Post Light with Photo cell 'I SE BEDROOM IC9 WP JZ'LuIIIIIII�Centvr This Post Light on Exhaust Duct Thru Soffit Wire For Front Post Light Date Drawn Revisions 3-28-18 5-23-18 Smoke detector revision GARAGE Drawn by: LEFT C.C.U. Checked bg: D.R_B. ffl=VIEWED FOR Sheet Comm E - 1 12-100 B OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. PAGING _NOTE A__ TRUSSES ARE TO BE SET AT 2.-0: ON CENTER EXCEPT AS NOTED OI DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK, MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. 30' Span,or less A /6C degree j ` 0!" IBSS . —1/2 —r oa Una soon approx. REFER TO BOSI •as �,.st be set this way i1 crane used. ..ample, Y." t"ss may not -.tth, operator sets truss this way. 30' to 60' Span Spreader Bar hag APprox 2/3 to Line 1/2 of Spon 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 A are installed. A AIR 1--IAN�LER NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connector schedule in engineering package. CORNER MQd ARSNOT REVELED V BNGINEERINGEE BiM 0 E. 24• o.c. TRRIJ oaRNER JPCK9 ON 24_�_x�p.t• CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR 12 4.00 IF '14, heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT Il TYPICAL END DETAIL 6 C r Ak ARRANGE WITH CRANE OPERATOR IN A VAN A Do not stand on trusses until they are bracec per B 35' 14' 21' 2'-'116 _ N R w- ab m m aD m m m as a0 aD m V) V N 11to fV (V J2 c0 4] o � J8 VA VA GRC A8 A4 I A3 I A2 I I Al Al I Al I " I � Al 13'-72' 1121 IN . At I I I Al I I Al cc Al I Al c ---- ------��- - - - -- - - -- A A 2 A r. �...,. ....�� Ul LO fV A O Q � Q A W d �WU Q Z A UJ U 0 W _ A . ??�F- * Z_ O A fV t' A T SETBACK BOSTON HIP TRUSS BH7 GRB J3 to In B J1 B Oil— o I I B - GRA I I LO �0 I .. t I Q, . j� 'f✓e —__ JC ----- 1 _7 --—————— — — — — —— —I JC CV I I � — I— — — — — — — — — — — — — — — — — — — 4— — — — — — — — -0 B N iv 1'-64' 1,_64R f15'-10" ' " ' 5'-4" 9'- T-2 ._ 35' GARAGE LEFT V� . CE FOR A SPREADER BAR OF 18' - 24' IN L CSI & properly nailed to straps & hangers ENGTH 21' 14' 1. N ro o m ao m co m ao m ab m ao ro •I , IItD fV J2 C4 J2 N7 J4 o J4 1000, J8 GRC s I AS A4 IJr A3 I i a I I I A2 I I Al I Al I Al a 121 I IN 13'-72" Al I I I Al I Al Al (14 DD Al I / - - - - - - - - - - - - - L - - - - - - - - - - - Al A _ A Ir of A UJIinO ~ fV ILL L) � J A m J Wit A �U W Z W � A ti m W - Z A O A M A T SETBACK BOST HIP TRUSS BH7 d 1. GRB f B g�j rn J3 s B Jl I GRA Ia ��0 �✓e i LO • `E' 9 I I - o JC JC — — — — — — — — — — — — — — — — — — N I 1 N fV ✓� I --------------------- - - - - -- -- fV I V-1 r- a g,$w " 5' 4R 15,-10" 35' FABRICATION AGREEMENT TRU88E3 CANNOT SE STARTED UNTIL TNIS ADREI:NENT 18 810NE0 b RETURNED The legal description of the property where the busaee will be Installed Is: The undersigned acknowledges and agrees: 1 Tluaeea will be mode In strct acoordance —� which Is the sole aufholfly for detarminingsuccessNl abdca on o� ace a Weeaa.lagram layout, 2..All dlmensbna In this layout have been versed by the undersigned. .3. Unleie writt'heen notice b provided by certMad mall to Chemben Trues within tan (10) sud�i owdtten notce I furnish dChamben Truuoahall*I aaire theme II be saal�JCn::w .. ih the event 'to begin repairs required, or to eubali ofhec bueeea, of Chemben optlsn,ess days in which 4. The undarolgned admovredges recelpt of "SCSI 1.03' summary sheet by TPI 8 VVTCr4 6. Deliveryk to Job sae. It b the buyers'roaponslbliay to make the Job sae suitable for delivery, Chambers Tmse has the sole authority told the suttablllty of the Job alto or e Poitiers of the Job sae for delhrery. Chemben Trvae will be reaponal6le for dump delivery only. The buyer le roeponsible for additional deliver+ expenses ti Chemben Truce has to redeliver becouae job sae of riot pro hs for dellvmy or buyer le not papered !or deliveryto of treaaea Buyer 6 roaponslble to Chemben cruse for toeing costa due pr eke Conor Cauvery 8, Prce ae shown In Pa III 7 below Is subject to change N any changes era, made In NIa layout. A 550 per hour lee for reRSlons may be charged by Chemben Truss. 7: Thla le a PURCHASE ORDER to Chamber, Trues of the sum agreed tty or If n egrosment an esonable pros. Invoice will be made on delivery and paid within terms of r I' 'bn delNery, Invoice may. be made at scheduled date of delivery If buyer cannot accep{ del Nery of /ebrrato Wesea. The undersigned agrees to pay Chambers .TNss reasonable ,homey a fee for ehaiwllectbns In evem of payment not timely made, 1-112 %ge will be added Por as sums not paid within terns. Per month sable 8. Signature or Initials errywhere on this sheet constitute& agreement to all terms herein. 9, In Consideration of Chambers Truss axlending credit for this material the undersigned uhembelonelly guarentees payment when due of any and all Indebtedness owed to Chemben Twas by,any entity recall mOletl81 and the undersigned agrees to pay such Indebtedness In Whig attorneys fees, H defeull In payment far material be made by the re plant, + 10.1 the event of any Rogation concerning this agreement, the NOms furnished hereunder or payments referred to hsreln, the, Paris, Ogres that the e venue for any such salon will be Saint 1,6de County, FMdds. Bol 11. Design responslbllales are per "National Standard And Recommended puldsllnea On Raeponclb1110 a For Construction Using Metal Plate Connected Wood Trusses 4NSIRPVWTCA 4 - 2002- .. )ATED maglsl Multiple ply trusses must be fastened r togeth e parr engineering eebefore they are set, fallurs to do so can result In roof collaps;e. 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. Theses rramtbeaetand braced perdsslgrl to pr"t bllsyS dansagm Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any Other coficentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES To gET TRUSSES CHAMBERS TRUSS INC 3105 Disorder Avenue Fort Plerce, Florida 34982.6423 800-551-5932 Fort Pierce 772465-2012 Fax 77t-d6ti-8711 Vero Beach 772-569.2012 Stuart 772-286-3302 ' r"Lra2aCC0Q?V11SS (4nm 7"he Architect's or Architect's representative's shop drawing approval is NOT is "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their rasp I I I t e locati s. Approved By; Date' Braden 8 Bradon A].1l P•A, 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 0RI Roofing Material Metal Roof H a Loading in PSF Roof R.D.L. •2 Top Chord Live 20 E Top Chord Dead 7 4.2 o �I c Bottom Chord Live 10 Non -Concurrent I Bottom Chord Dead 10 3 o TOTAL Load 37 7.2 cc Duration Factor 1.25 H Np Wind Speed 165mph I�tJ Top Chord C.B. Sheeting by builder. v Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W H 0010 GARAGE RIGHT 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT t.. v.�.—rwauau nog ve1t0 I_OaO L,-o.=t:onunu0U3 Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11324 Scale: 1 /4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Rev'{ Date: 07/19/12 C Re�WIFOR FOR OODD�COMPLIANCE ST WYNNE BUILDING CQ1 C uNrY DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M11324