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HomeMy WebLinkAboutBuilding PlansFinish Columns with '8" thick cut coral ilshed stucco bands 12 SLOPE Gulf Coast Supply and MFG Sy Crimp Metal roofing FL #11451.12 26 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 6" end 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #Ilt51.12 26 5a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with selr sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 a°0. .H. 5/8" thick x 8"w cut 3 coral finished stucco bands RIG��T ELEVATION -------- - - - - -- all, 5/$" thick light textured stucco on typical concrete block construction SCALE. 114" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows ac Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glans Attachment method T� T EST tion L Design Pressure of Approved Tests 1,2,3 t4 FL# 239.3 Sin le H g un g 5H-100 Impact FGT 511V i/4" die. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF - A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width IL'-O" max height DAB n s e6.8v. c was sis :"c°""'Nm Ntc bra s rt tsolid less K wits h i'<I) 6/It*'°xi ie�`id erisd'Pi$'w°iiw°Am'a"e�°M aa°`ka om. "r i.5• aria atom# - ae to mimeo adhom to praext , 0..Br rovia, Vic• u 10-9-21 + 50.0/-60.0 per B FLU 14614.1 Fiberglass Design Pro/ Smoth Pro Jeld-Wen Elco 1/4" die. tapcon with min 1.25" embedment at 3" max from corners and 1-1.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FL# 251.5 Sliding Glass Door Series 110 SGD PGT 1" nom Type G5A" 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval, Contractor shall adhere to min. 2 I/2" edge distances apacrPied in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method T'�a'gS E=Duation Da Design Pressure of Approved Tests Mulli0114 FL# 241.1 1" x 2 3/4" x .315" PGT Install per fastener type and spacings shown in Table IA and IB in product approval on sheet 5 or 22. + 58.0 PSF ROOF FL# 11651.12 5V Cnro Metal Roofin g Gulf Coast Supply and manufacturing 2L aa. Sv crimp metal roofing attached to plgwood deck using #9 x I " uooE screws with self sealing washer at IZ" o.c. max eeacna over ASTM D (type 2) 30 lb felt undarlagment installed with min. 4 aide laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" rir�p k nab spaced L o.c. at all laps and two staggered rows 12" o.c. in IielAttech deck to trusses using attachment detail on rod plan - 108.5 PSF Siding stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Ka can y Install using 2" x 2" battens at V o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 9 lord ring shgnk nails with 318u cha- head - +55.0/10 -35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 SLOPE -4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 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 1)(type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with L25" ring shank nails spaced 4" -o.c_ at all laps _and -two Jsta9geredwrows 12' o.c. in field. Attach �0 LeJL� 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION 12 LOPE 4 SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG Sy Crimp Metal roofing FL #11(51.12 24 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 ftgpe 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 2" 2" EGRESS 2' 44. O q ❑ .� 5/8" thick x 8"w cut 2'-2" coral finished stucco bands FRONT E L E V A T I O N 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base -board ----\ 11 II ,,l 21. x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xt" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts FI E C P I �R VcEWED' FO CODE COMPLIANCE ST. L CIE COUNTY Y� aBOCCl 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 Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 SCALE: 1/4" - 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: ll'- " Roof Pitch: 4:12 Internal Pressure Coat cent: ±O"I8 SubJectability to damage from: Weathering: Negligible Termites. Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C Adjustment Factor for Exposure Height: 1.21 x O.L = 0.12E ASD design Load Combination. ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL; O.6DL+0.4WL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.L psf Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.4/-84.0 pal' Components t Cladding Wall End Zone Width: _a'- " Components itCladding Wind Pressure (NET) Weal Zone: 4.+35,8/-38.1 pall Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pst Shear Walls Considered for Structure? Yes Continuous Load Path Provided?_�'@a Are Components an Cladding Det� Provided? Yea Minimum Soil Bearing Pressure: 2 500 Dal. Presumptive: X Bu Test: pal ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: --'3_ oaf FLOOR DEAD_ LOAD: 10 psf JOB ADDRESS: 0 = Roof Zone I Walls Zone 4 gffl = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 FLOOR FLAN AREA CALCULATIONS CRASH POST DETAIL Living A/C = 1120 sq. ft. TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.s. I- Contractor to verify ALL notes and dimensions prior to Back Porch Total = e high by 4" diameter 210 sq. ft. proceeding with Work. steel steel crash post. Floor e Gara = 311 Flange with 4 - 3/8" s ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Entrg 28 ex ansion bolts Into y = s q. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 ksl steel plate) Total Under Roof= 2215 sq, ft. a minimum 1,400 P.S.I. fiber stress. L" Total Cubic Ft = 13,�60 4. No dissimilar metals to touch. " S. ALL Concrete used for slabs Shall be min. 2,500 PSI concrete. ,2 P q 2" ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to ° 2" VTR shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix � ,T02�"6. Drywall at ceilings shall be leveled and attached to bottom chorder Of trusses With Screws FBC R-1O2.3.5. P 2%," Attach buck to block wall with 1 1/4" dia. Elco conic screws with min. 1. ALL wood in contact with concrete shall be pressure treated. O I 1 1/4" penetration at 12" o.c. max I 8. ALL wall dimensions are nominal and not finished wall or stud dimensions, �" and 4" max from each corner thru Exterior face 2 x V PT Buck Za VTR 9. ALL plumbing fixtures to be low flow. ar wall 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida PlumbingCode. 1 2" Master I Lay. I I 11. Contractor to Provide a 2'-8" wide door at one bathroom for xe woad screws Lhru uemb intlg max en enoreto i handicapaccessibilrt requirements. y q 2i/�" 2�°" doogre ettachmentc. 2. Detail at Door P Lay. I r, 12. Lowest finished floor to be set by Governing Building Department ,� �• `" NTS we I r VTR I �L surveyor to Set In field. INSTALL VULKEM BLOCK SEALANT 3" j 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND 2- Door between garage and residence shall be 1-3/4"t 20 min, rated door 9 9 SILL SILL BLOCK PRIOR TO BUCK INSTALLATION slier. 3" I xit. sink I star eater Install windows thru buck into Kitchen 2" block with 3/I6" tap -con with I " 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per 1 1/2" penetration at V o.c. max. a da20.nd " o.c. maxl FBC R302.9.1 from Cefca carrier 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than `l50 Lev. per FBC R302.9.2 Exterior face at heed and sill per product approval 11, All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT 3" flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Vales 7U W.C. materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition Bath #2 slier. 18. G psum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 yy 3 I"x4" P.T. Buck nailed to AO, C1002, C1047,C11II, C11-18, C1218, CI395, or C13% and shall be installed lock with case hardened nails Detail at Windows prior to window attachment CO'To Septic according to the following: (FBC R702.3.5) Masonry Beam Drywall Location Orientation Framing g Max. spacing Nail sizing options for I" x 6" P.T. Buck nailed to ►�TSPLUMBINGrt block with case hardened nails RISER ThicknessMember Spacing of fasteners installation of drywall Into prior io door attochmen NTS Maximum Nails Screws wood framing members 2' x min. thickness Install SGD thru buck into block with 3/I4" tap -con with Ceiling Perpendicular 241, Ta 12^ 13ga 1 3/8" long with 19/44" head I penetration at 6" o.c. max. from each an o.c OR 0.098" diameter x 1 1/4" long corner max thereafter at head per product approval �211 annular -ringed or 5d cooler nail OR Walls Either Direction IL" all IL" 0.080" da. xx 1 5/8" long with 15/64" head p O 0 Use 3/14" tap -con with OR 1 1/2" penetration at 6" o.c. max. Gypsum board nail 0.084" dia. from each corner and 20" o.c. max x 1 5/8" with 9/32" head. thereafter at sill per product approval Ceiling Perpendicular 24" 11, 12" 13ga 1 5/8" long with 19/44" head OR 0.098' diameter x 1 3/8" long I" x 4" P.T. Buck nailed to block with case hardened nails annular -ringed or Ld cooler nail OR Head prior to door attachment Walls Either Direction IL" all 161. 0.092" dia. xx 1 1/8" long with 1/4" head OR fixed door fixed Gypsum x board nail 0.0915" dia, I 8" with 19/44" head. g door 19 L e amic surf a es inls alld dAl shall ll conform to ASTM A108.1 thru A1OB.6, Masonry Wall A 8 I,tile i r2 \ 20. Cement, fiber -cement or glass mat gupsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations Shall Bottom ~Track � Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas. Sill Install SGO thru buck into 21. Insulation includingfacings such as retarders or vapor permeable members installed 9 P P block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. S I I d I n D OOr D e t i within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics g from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompangin smoke thereafter at Jambs per product approval Jamb developed index not to exceed -450 when tested in accordance with ASTM E 8.4. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring Shank nails spaced 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 Simpson HETA 20 or equal hurricane anchor each truss 12 1 1 with (10) IOd x I /2" nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max 4 I8101bs. uplift at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip -� XXXXXXXXXXX R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 4" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute Kaycan full o vent vim soffit installed precast lintel filled with concrete and (1) #5 bar for bottom usingg 1/8' dia shank x I5" long gaiv. cont. row over openings roorI nails with 3/8" dia. head per product approval - see chart sheet x1 1/2" drgWall over I" x furring strips at 16" o.c. with R4.1 Fl-foil insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete Tand shall meet all pertaining ASTM codes. block construction io Mortar to be Type "M" on Tg proportioned per FBC RLO1.1 and Mortar Joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc--.) #5 bar vert, w/ 30" overlap Fill cell with concrete and at each filled cell (D #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over Fclean compacted termite treated Fill " Grade I l i l IIII"' III IIII-III I- I I14" I I I I I I I I III „"III - x 14" Concrete footing 14" with (2) #5 bars coot, and #5 TYPICALS E C T 10 N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Window Schedule Mark Size Rough O en. window Descrl tion PRESSURE ZONE I. 4'-5%"x 5'-3%' 54ka"x L3%;' Single Hung ZONE 4 2. V-2ke"x 5'-3're" 15' x 63%4" Single Hung ZONE 4 3, 2'-2" x 3'-2i2" 21'h"x 38%" Single Hung ZONE 4 1" x 5'-3%" 38" x 63'/," Single Hung ZONE 4 5%8"x 4'-2/8" 54%1'x 54ye" Single Hung ZONE 4 indows to be aluminum windows w/ tint ullions per elevations. rLLindows to withstand pressures In permit info box on sheet 1 indows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough O enin Door Description PRESSURE ZONE A 9'-O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X C-8" 41"%4" x 83N" Flberglaaa Pariel - Ins ung ZONE 4 C 6'-0" x 6'-8" 14' x 81 %' � a°et„S°" Sliding Glass Door ZONE 4 D X-O" X C-8" Solid Core - Wood - 6-Panel-Bi-POId Finished 24" x 81 i2" E X-0 X C-8" Solid Core - Wood - 6-Panel F 5'-0" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x V-8" x 1 Solid Core Wood, Steel, or Masonite Door H X-8" X C-8" Solid Core - Wood - 6-Panel J 2'-0 X V-8" Solid Core - Wood - 6-Panel - Br -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 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 by contractor with manufacturer s specs prior to construction Braden It Braden AI A, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 28Z-8283 E-marl: bradenaia®comcast.net Stuart. FL 34994 #AAC000032 21'-0" 14'-0" 10'-0" Opt. PATIO/SLAB1� BIN L2ilul I°O EGRESS 12" x 12" Concrete column block filled with concrete and I (2) #1 bars vert. tied into lintels above P O R C H WIRE LATH t STUCCO CEILING 0 O ' © I 8'-O" to 9' 18" A.F.F.AL Vaulted Ceiling ❑ I ° 20'I 8" 0 7' -0„ 3'-loy2" MASTER BEDROOM ri 8'-0" A.F.F. � Flat Ceiling 12'-8" Vanity to be 34 y,"high \ Rod t Shelf r - GREAT ROOM I N Otin ° I J I 2" x V knee -wall ec below counter top N I L O S E I �l S„ L 14 Qo od t Shelf © DININGI �ac`o` ROOM I I/ -0" to T-S" A.F.F. t41" HIGH WALL ° Vaulted Ceiling I I 8'-0" A.F.F. THIRD ° BEDROOM to O 8'-0" A.F.F. ul Flat Cel... O t9 w J 021 0IIII ME N -2" vl SECOND BEDROOM V-O" A.F.F. Flat Ceding EGRESS WwnnG' Building Corp. THE' ROYAL Spanish Lakes St. Lucie County Florida 1-1/2" OVE HANG Flat Ceiling -------IZItCHEN 1 Upper cabinets to - extend over ReF\ ice, rr N1WZJ I F-1 2'-2" T-8" 2'-ell 3'-6" 13'-loll 5'-4" 3E E O NING 22" x 54` Attic Access R-II Batts In uan site Ught I Steel Ballard Provide auto See detail on this sheet closer 14'-4" GARAGE o A.F.F. OL Flat Ceiling 7ty r----------------- -I jBlock wall in �j- I garage to be I I struck block I I j I I I I I I I I I I i C.C.U. I2-9-09 2_6 c q� co LL 0 N O A/C 41 3'-4° REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY QOCC MODEL: Date Drawn Revisions : Sheet Comm # GARAGE 3-28-18 5-23-18 Smoke detector revision RIGHT Drawn by: c.c.u_ 2. 12-101 Checked by: B D.R.B. OF 5 y I I\1.1� I l.(INt-\" INL/ I I_-..7: 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/ GX6 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 S. 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 P5F WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 6. A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS- ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. 1. 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.... S. 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 upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-II" 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 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 soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A -I( 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/ SEE TPThicken edge to 8"x8" " I SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) 95 BARS CONTINUOUS 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8.8"W x 8"D THICKEN SLAB EDGE WITH 1 95 BAR CONTINUOUS ©14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 30 overlap )=CTIONS AL with concrete and 4" concrete slab with flbermesh OR at each Filled cell one #S bar continuous 6"xV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with flbermesh OR 6"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade W 6 1111— I I 14"w x 14"d concrete monolithic rooting with (2) #5 bars Cont. 14" F I l TYPICAL FOOTING DETAIL -i SCALE 1/2" = 1'-0" 4" concrete slab with flbermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per R foundation plan ri /. #5 bars cont. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrate column block filled with concrete and (2) #1 bars vert. tied into Iintals above Verify house slab height in field Top of footer 16" below finished floor vs r f ll =4—=` - - I I II I I = ff 301,x30"AC concrete column footing i 45barseach wag h (4) 30" OLUMN FOOTING DETAIL SCALE I/2" = 1'-0" ff PORCH SLAS EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECT10NS Adjust curb height based on gar. floor 4" concrete slab with flbermesh OR slope. 6"xV #10/10 WWM on to mil Visqueen over #5 bar in curb clean compacted termite treated fill o'-n" ® F F 14"w x 14"d concrete monolithic Footing with (2) 95 bars cont. 14" rj GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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 by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O r" Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AAA, PA Architects — Planners 411 S.E. Coconut Avenue Tel M2) 281-8258 Fax : (112) 281-8283 FO B E-mail: bradenaias"comcast.net _ Stuart. FL 34996 #AACOO0032 0 0 r 0 I 0 2r-o" I - - -14'- block 0° 10'-O" 4) 1 o x 12" Concrete column p t. PATIO/SLA block filled with concrete and p (2) #1 bars vert. tied into I IL lintels above ri — — in O° 1 a y I Li i i i I o e TJ� .4O ----- FI- -- —— Filled cell under I FI girder above O pl I Rear Porch Slab to ILUbe poured separately from House Slab. L I N i 24 Thicken footing 4t� r — — —— FI Rear Patio/Slab to - be flush with bottom of sliding door recess. Slope I" I I I FI I I I W x x under filled cell under girder bearing. I J I FI I I I I I I I I Ip t- I f- II r- I I° I I° I FI I 0 O ro-0-1 _[] CL I--------- I I � � °LC o Lu — I I r >� I G I I I ��4"0 Steel Ballard Q I I ( See detail on this sheet 4" concrete slab with flbermesh OR / 6"x6" 1*10/10 WWM on 6 mil Vlsqueen over clean compacted termite treated fill I I I I ° I I I FI I I I Co 'Ir -I I° I I I 4" concrete slab with Flbermesh OR 16"x4" #10/10 WWM on 6 mil Visqueen 4 ver H B I I clean compacted termite treated FO I i I o I - I 12 ° I forT r---� --LO� Lu 5 r I I ° 0 �UP I I N aW� I I ° 5 ► =N Ln o I Recess for — — — Garage Door— O O ° MI� I FI I I I I I - in - � T I I-T-T O IV 2'-2" 9'-6" 2'-2" 2'-8" 2'-e" 3'-6" 9'-0" 3'-4" REVIEWED FOR 13'-10" s'-4" 15'-Io" CODE COMPLIANCE ST. LUCIE COUNTY 35'-O" BOCC WLunne Buddino Corp. MODEL: Date Drawn Revisions Sheet 3-28-18 5—�23-I8 Smoke detector revision Comm # THE fi�OYAL GARAGE Drawn by: RIGHT 3 , 12-101 Spanish hakes C.C.U. P Checked by: B St. Lucie County Florida D.R.B. OF 5 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 81.18-015/0T precast lintel set in mortar Min. 8" Bearing _ '''`T -i - 12"x 12" Column Block Rebar ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener x. Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 76 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" C' 1#8 wood screw ,112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verify with Plan Provide 45 bar set in pre -cast ROOF i"LAN Scale : 1/2" = I'-O" lintel into beam where length of the opening calls for it. — Overhan at i`—O" I th w t d th 1,t on ovide PT Buck .ached per lamb mile into filled co 4" Pre -cast SIII — gs Un ass Roof pitch at 4:12 unless o er Ise no a on Is s ee otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer — Ang changes to this plan shall be submitted to the L architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY L TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Poured Filled Call to construction for lagout and uplift verification — Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Company prior to truss construe L (Y Provide #5 bars with min. 48 bar diameters overlap Pilled call. lie < W J t: filled cell steel intoo Pooter steel. continuous _ Concrete Footing (see Pooter schedule For exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blockmp to Vert. lag oP truss with IOd x 1.5 pals at 4" o.c. 0 Simpson MGT into Ball using. r+ 5/8" dia. threaded rod set min. 12' 5/8Inst irlt0 wet beam and (22) IOd nade into truss TRUSS BLOCKING DETAIL rain. c veriap In UIML)ER STAT CENTER BEARING POINT Column 1.0 L-intGl Attdehment NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D T e 2 felt paper using ed nails. Substrate` to be edges with CDX Plywood nailed in 6" ods in field and edges with IOd ring shank Wads into etude. Gulf Coast Supply and MF G 5v Crimp Metal roofing FL #11451.12 d 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel tt5 bars Lintel Bar Clear "A" "B" CLEAR Length Length Span Bars Bars i .'•",•') i i 'r i n i 2'-10" 2'-8" I'-61, 2,#3 none 3'-4" 2'-2" 2,43 none 8F8-08/IT eFe-18/IT eFe-18/2T Addtional 3'-10" 2'-8" 2A3 none #5 bars " CLEAR•;'.'�'; .,,;+. 4'-6" 4`-4" 3'-2" 2 #3 none =i no Row of "H" '•%!:::;':..: "'•:jj` Block Above 5'-4" 5'2" 4'-O" 2 #3 none kII r=r'"'" y Precast Lintelrr`5'-10" 5'-8" 4'-6" 2,44 none a'`"' Additional 5'-4" 2,#4 none d,____�, #5 bars t____y 1'-6" 1'-0" 6'-2" 2,#5 none BrIL-IB/IT BFIB-IB/27 g -4" NOTES: 1'-101, 1'-0" 2,31:5 none i. min. coverage or steel=l.5" 2. min. bearing required a an, end=8^ ALL reinforcing steel is grade 40. S. standard for rainf. ateel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crate S acification Rows -or -Max. "1-1" Block Above " Bottom Steel S1Ze Top Steel Size Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" V-L" ere-OBAT I #5 30L9 1569 1024 L31 Z:_8. 3'-I" 4'-0" 8F8-OBAT I #5 254I 1343 143 L45 4'-6" w-10" BFe-OB/IT I #5 1105 1 904 339 L50 5'-O" C-L" Sr8-OBAT I #5 1238 835 121 L40 L'-8" 1'-L• BPS-OBAT I 45 1011 '121 534 LBO 8'-0" 9'-4" SP8-113/2T I #5 2 #5 152 591 512 L90 9'-O" 10'-v 8F8-I113/2T 1 #5 2 #5 L43 530 401 L40B 9'-0" 10'-0 1 BrIL-IB/2T ONE 1 #5 2 #6 1533 1183 401 1.I00 10'-0" II'-4" 8r8-I113/2T 1 #5 2 #6 582 494 462 LIOOB 10'-0" ll'-4" BFIL-I13/2T ONE I #5 2 #5 1366 1028 452 L120 12'-0" 13'-4" Grill-18/2'r 1 #5 2 #5 411 428 324 L1205 12'-O" 13'-4" Srli-IB/2T ONE I #5 2 #5 1015 110 324 L140 14'-0" I5'-4" SPIL-IB/2T ONE 1 #5 2 85 1250 1.09 1 259 LILO IL'-O" IT-4" Sr8-I13/2T I #5 2 #5 300 192 194 LIOOB IL'-O" IT-4" 1 8rli-IB/2T ONE 1 1 #5 2 #6 950 So— 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'-0" LONG ARE TO BE PRESTRESSED. Aluminum Drip � Edge t Fascia Flash and Counter f lash Nail ledger to gable end truQ,,,\ with (2) IOd at each ueb Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each thas Strap truss to wall using Simpson MGT with 5/8" dia, threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet iv 11 L90B ME r� ME L90B AULTED SLOPE NO IHIS L`IJ7Ise� IZI Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supportin Max. TA 20 1810 lbs. uplift L45 .r BI OBI 19 l3 131 L31 Gulf Coast Supply and MFG 5v Crimp Metal roofin FL #11651.12 12 26 ga. 5v crimp metal roofing attached to plywood eck using 49 x 1.5" wood screws with self sealing washer at 12" o.cw1pri. max spacing over ASTM D SLOPE 4 ftip—Ilaps fastened with corrosion resistant tin caps and th 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows I " o.a. in field. Attach BI deck to trusses using attachment detai on this she L31 BI r W — I I "" x 51" J Attic Access 1 w I I \ I 1 z I ~ W 12 .H. Simpson HETA 20 or equal 4 PRE-ENGINEERED WOOD TRUSSE I / I I \ i I hurricane anchor 1 1 each truss ® 24"o.c. TYPICAL °D with (10) IOd x I I/2" nails 0 ( 24° o.c.) supptxking Max. ( shop drawings by manufacturer ) �y 1 /�R jA I 48" 8' " MAX I L31 ISIOlbs. uplift BI I I d I / P-ei�mg] I I \ I I I I 1 W Aluminum Drip ��� /9 R-30 blown fiberglass I / I BI I \ I Edge t Fascia 1/2' thic stucco on 3/8' hi -rib lath in bottom chord of trusses a attached to horizontal and vertical wood L31 12" framing with nails or staples to provide 1LI " no less than 1-3/4' penetration into 1/2" drywall with smooth Finish 2 x 6 Sub -Easel horzontal wood framing and 3/4' penetration Two rows of beam block filled with concrete ° into vartical wood framing members and (1) #5 bar cant. in each row. Substitute Keycan Pull a vent wngl soffit installed precast lintel filled with concrete and (1) #5 BI Bl "r using 1/8" die shank x 1.5" long galv. bar cont. for bottom row over openings ° roofing nails with 3/8' dia. heed per product approval - see chart sheet #1 1/2" dr wall over I" x furringg 4 SLOPE I ,� 5/8" thick light textured strips a IL" o.c. with R4.1 frfoil BI in U stucco on typical concrete insulation on typical 8" Block walls OB $1 L90B 12" x 12" concrete column block construction y Aldr wall to be installed per FBC R102.3.1 a block filled with concrete - y p ......:,^ ..:`>:-::::::��:.� . Varies -see !an _r!: t:r :•".:.., .,...,..: :.if and (2) #1 bars Vert. tied "'. p i and shall meet all pertaining ASTM codes. 1 - mto lintels above ao Mortar to be Type "M" only proportioned __pper FBC R601.1 14 #5 bar Vert. w/ and Mortar joints shall comp 9 with FBC R601.2.1. thicken edge to 8"x8" 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and at each filled cell ETA 20 one #5 bar continuous Fill cell with concrete and BEYOND (p #5 bar vert. (typical). BI Simpson HETA 20 Rear Patio/Slab to yp be flush with bottom of Max. spacing shall not exceed hurricane anchor at each truss 48" unless otherwise noted " sliding door recess. Wood ( 24 o.c.) SU porting Max. see foundation plan notes for P Top of footer Base spacing at opening& WL 1810 IDS. uplift 14" below finished floor Step per foundation plan 4" concrete slab with fibermesh OR BIVxV #10/10 WWM on 6 mil Visqueen over lope per foundation plan S clean compacted termite treated fill = 11=III III=1T,I I1 I I I1 I I I11 I I ==1I I I I„I REVIEWED FOR i 11=1 1=1 I 1 11 11=1 1 11 1 11 1 11 I I I ,' I CODE COMPLIANCE ST. LUCIE COUNTY III IIIII 111 �i—ii-ll—it-lili 3 Tplcal Section at front Forch BOCC Scale : 1/2" = I'-O" Braden t Braden AlAr P/is'"rt Wynne BUIICIncl Corp. MODEL: Date Drawn Revisions Sheet Comm # Architects - Planners 3-28-18 5-23-I8 Smoke detector revision 411 S.E. Coconut Avenue T H� R O Y A L E GARAGE Drawn bg: Tel . (112) 281-8258 RIGHT C.C.U. 4 " 12-101 Fax : (112) 281-8283B E-mail: bradenalaecomcast.net Spanish Lakes Checked log: St. Lucie Countg Stuart. FL 34994 #AAC000032 FloridaID. R.B. OF 5 PANEL "AI' Poles BR Load Wire Description circa arc# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU ai0 3A kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 1 Range #L 12.0 kw 50 2 'I g I 120 1 1.8 kw 1 #12 Pump 9 1 10 1 Dr er #10 5.0 kw 30 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 it. Refrigerator $12 1.2 ku 20 1 1 20 1.5 kw #12 Kitchen S.A.C. m 18 Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts $12 - 20 1 1 20 1.2 km 812 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts $12 20 1 1 20 1.4 ku #12 25 2L Recepts $12 - 20 1 1 20 1.92 ku #12 21 28 Recepts #12 - 20 1 I IS 914 General Luting 29 30 Recepts $12 - 20 1 - 1 15 #14 General Lighting 31 32 Recepts #12 - 20 1 - 1 15 #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 - 1 15 #14 General Lighting 35 34 Bathroom GPI 1112 20 1 - 1 20 #12 Smoke Detectors 31 3a General Lighting $14 - 15 1 - 1 20 #12 Bathroom GPI 39 40 General Lighting 814 - 15 I - 6 are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting..(3, watts sq:.ft:)........................ Small ,Appliance, Circult(s) ... , Range.......... Refsgerator................................................. .Microwave, ................... ........ .Dish .W..asher............................................................. Clothes„Washer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Clothes..Dryer,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,1 Water Heater Water Pump ,Garage. Door Opener ..... . . . . ... . .......... 1135 3 5.205 2 1,500 3.000 1 12.000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 5,000 5,000 1 4,500 14.500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% I 10,000 10,000 Remainder 2I,415 040% 1 O 10.966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed P1B Push Button Switch -.Cr Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof, ground fault interrupts Light with Pull Chair (attic) ® Floor Duplex Outlet © Computer Connection Jack cm Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Contra[ Vac 8 Electrical Meter ® Smoke Detector Coding fan ® Television Jack Telephone Jack . SC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up Intercom Opt. PATIO/SLAB PORCH I I 163 CFM 1 IOxlOxl I Centerl Registers on Icading Pan I I 1 BEAT OM DINING ROOM THIRD BEDROOM 84 CFM lox6x6 Vent thru II7 = JUNCTION BOX TO SUPPORT A FAN A/C disc. =THERMOSTAT LOCATION11 B/A = Balanced Air ISO Electric Notes: >R2/O Aluminum Peed MCB I h Conduit PANEL 1 21CFM 2xlxl I. Use copper wire onlg no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical ff service and provider. SECOND 4. ALL paddle fans shall be on a rheostat. A"u BEDROOM b S. ALL ath and kitchen receptacles to be GFI protected. 2 PVC (FPL 6. ALL exterior outlets to be WP/GFI protected. 7. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except 9. Kitchen, Bathrooms, and Garage. A/C Return Air Balance Must comply w/ FBC RM1602 2' rigid service FPL oeus aeant!jeog Wire l slab 10. A/C RefriggVC lines that are run thru slabs must be ev sleeved in r-'VC ELECTRICAL L T R I ^ RISER II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical NT$ 13. contractor, the completed system shall be Fully operative. -Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. Contractor shall pay for all fees, permits, testing, and manufacturers recommendations which inspections including blower testing where required. shall be verified prior to construction 14. Ali work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical s stem shall be coin letel and effectivel y p 9 y 15. All required insurance shall be provided for protection grounded as required by the latest edition of the N.E.C. 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. 16. 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 fob 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 bg 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 raceways and pipes placed in or through any concrete 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. proper working order. 18. All work shall be done In accordance with the N.E.C. and 24. All exposed wire below 9'-1" 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 and telephone company. 25. Dryer Vents to be installed per FBC RM1502 143 CFM IOxlOx1 139 CFM loxioxl M STAR 8 ROOM 139 CFM IOxIOxI J 1 I: x12x10 B/A 8 r I •o 0 ITCHEN 12" I --- - - - - - 144 CFM \ IZdx1 12xl2x8 B/A i / "I - 41 CPM 22" x 54' Attic Access with light _ _ _ N,--4'0 Steel Ballard See detail on this sheet 150 Amp Panel GARAGE r----------------- i I I I I I I I I I 1 I I I I I I I I I I I I I I M1F. /4NIC/4L L/YOUT 'J =THERMOSTAT LOCATION SCALE; 1/4" = I' - O'i Vent thru -Soffit SEE MANUAL "J" and Energg Calculation for unit info Exhaust Duct Thru Soffit lire For ' Front Post Light so WP Opt. PATIO/SLAB r \ { } &Q \ WP GFCI (a--- PORC� I ry V / I I GREAT ROOM 1 Smoke / Carbon Mmaxi CDetector I I 11 Il Il I DINING i ROOM 1 I� \ I if THIRD BEDROOM - \ \ (P Smoke / Carbon C=x; s Detector 1 I Conbo under AHU db r ` SE-CgND BEDRIOOM I Center Post Light on This corner MASTER BEDROOM r - 1 L OIS E T I I F G CI / \Gr(CI IIr -IE dT, 3'-2" � 1 I I wmil F c x n - - " - - 2"h GFCI S Pd 22 x 54' \ I I Attic witcce h light I I l 1 u' W I --J I \ I See detail oonteel thisBlard shleet I QI - Pull chain P�t in attic \ 1 OPTIONAL PANEL / / I50, Amp \ LOCATION /Panel l 42"h GFCI / I GARAGE,/ ' Garage Door / Opener r----------------- i JZ I I I I \ I I �GGInVir I I I I I I I I \ I I w_ o „o N ? m Post Light with v � Photo call awdl iv r Exhaust Duct _T-hra Soffit (4" Exhaust Duct Thru Wall WP GFCI Install owlet N under disc. not shown for Q clarity U A#C REVIEWED FOR CODE COR,41 ,q 1 ST. LUCIE (.;U,' 1300C ELECTRICAL PLAN SCALE: 1/4" = I'-O" FBC 2309.1 Attic Ventin Calculations Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = 16.58 sq. ft. required Provide A Continuous Vented Soffit Braden Braden«1s PA UJynne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # Architects -Planners GARAGE 3-28-I8 5-23-18 Smoke detector revision 411 S.E. Coconut Avenue THE R O Y A L S RIGHT Drawn by: Tel : (112) 281-8258 Fax (112) 281-8283 C. C. U _ : E-mail: bradenma®comcast.net Spanish Lakes Checked by: Stuart. FL 34994 #AAC000032 St • Lucie County Florida D.R.B. OF 5 4 t A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. --SPACING _NOTE _ K c AR: TO BE 51, AT 2'-71 ON CENTER EXCEF- A 5 NOTED A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE AL IF MULTIPLE PLY. A 30' Span or less 6C degrees Or. iess 112 f-- _.1 ,,;g -Ine Sper: cpp^ox. REFER TC BCSI 'toss must be set this way " cra-e used. s _o era P `F -s �•mc�. .„ne ore ate .,eL .'Is wcy. 30' to 60' Span I Soreader Bar ¢aq r_ Appro. 2/3 to-__,O, Line 1/2 of Span REFER TO BCSI ,ss must be set this way if crane used. This is on example, truss may not match. -nnot vane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AIR III AtIV1=:)oIII JE=F? 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 Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss 7/7 €•, .., ., ,weNm efvaEo SEf Biµpllw ENawEEP,xG. —ah� 24•0c. T"Ru 1 6aRNE �ACKe •, 24�—F.�p.1.7 ONLY 10_X CORNER DETAIL —OVERHANGS NOT SHOWN FOR CLARITY 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 '-- heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" TYPICAL END DETAIL c n R ------14 - -- 21 i 1�" 2 '16" N aJ m m ao a711 m m as o] m do as N < N N J2 <V J2 J4 cD J4 O J6 J6 GRC A6 I A4 I A3 I I A2 I I I: Al I Al 77 I Al aD N Al 13'-72" /12I IN . Al I Al iv Al I Al Al A A r � 21 I AW in Q f- in A U 7 QQ� A W d �tjU Q Z A I- . a A Z h77 z 0 A N lh A 7' SETBACK BOSTON HIP TRUSS BH7 GRB g J3 LO v B in J1 B 4 V) N to u7 Z;llto N N oil B o GRA I to e ' I I 1,eei �✓e I I o JC rin JC O - - - - -:- - - - - - - - - - - - - - - - - - f - - - - - I I N - ---- - - - -_ -- - -- _- - _ -. -- _------•1-- _ - )� �B V-84" 1'_84" 15'-10" _ 64" 2'-2" 9' 6" ' " 35' GARAGE LEFT .0J A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers c' '1S' 21' - -- ---- - 14 - --- T N Q R (O NO ao 00 m aD 00 OJ 07 M 00 UJ _X Q N N J2 N J2 J4 cD J4 J6 ILL J6 GRID A6 \ I A4 A3 Al I 1 Al cQ Al N I 121 2INT. 13'-72' Al I 1 -I Al Al \ Al \ Al ---- --- ----�-y----- --\ �_\��J Al A 2 # Q WA A 17 U jDf q Q Q wJa A �WU �L ~gip A mmQ w_ z3Zl A o� A M A T SETBACK BOSTON HIP TRJSS BH7 > > I- GRB � � I B -Uvj in J3 a B it Niij B GRA I REVI �e CODE CbW' � �'P • 9 O JC in JC S IE -r--- -- - --- --------------'- O N �i I CV )� ✓ f V e-- ---- ------ - ---- - 1'-84" 1-8 2'-2" 9'-6" 7-2" - - 5 -4 —k- - - - - - 15 -10" - -- - 35' ---- FABRICATION AGREEMENT TRUSSES CANNOT The legal description of tft STARTED UNTIL THIS AGREEMENT IS SIGNED 8 RETURNED he property where the trusses will be Installed is: The undersigned acknowledges and agrees: 1. Trusses will be made In sine' accordance with this truss placement diagram layout, which Is the sole authodly, for detemllnlng successful faodlesion of the trusses. ve .3, Unless2. All no on6 In ce'ale proud d Dy cartfneQ melttouCh mbere Truss'Althln ten (10) days of del the undersigned egreae that no backoherges will to ailowa _1, the event such written notice is furnished Chambere Trues ahall have three (3) bu owe tlaya in which to begin repairs required, or to subsllMe other Wssea, et Chambers optkin, 4. The undersigned acknowledges receipt of "BCSI 1-03" summery sheaf by TPI & WTCA. del ery'ICtryambersJTrusathast rho SO authority to deisIrmineothe cult bll of the Job site or a' potion of the Job she for delivery, Chsmbers 7Nso will be responsible for dump delivery only. The buyer Ie responsible for additional de"van' expenses If Chambers Truss has to redelNer because Job she Is not propered for delivery Buyer Is responsible or buyer Is not Prepared for delNery of IIIae6. 8, Price shown as shto Chambers Trues for towing costs due to she conditions. Iq peregreph 7 below le subJeq to change N 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 o Chambers, Truss o1 the sum agreed to, or M ne:. agreement a reeeoriahle price, Involve 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 is lea Wasea. The undersigned agrees to pay Chamb ectiers.TNas reasonable attorneys fee for collons in event of payment not timely made. 1.1r2 , change will be added for all sums not paid within terms. per month service S. Signature or Initials anywhere on this sheet consurules agreement to all tense herein. uncondldon ally gaanintaeson of apayment when mbers Truss od due of any and it for 'allmIndebtedness aterial the undersigned o Chambers Trues by,eny entity receiving metertel end the untlarslgnad egreae to pay such Indebtedness InGu Ing attorneys fees, H default In payment refor me al be made by threcipient*`. 10. In the event of any lltigatlon concerning this agreement, the items furnished hereunder or paymentsreferred to herein, the, parties agree that the sole venue for any such eGlon will be Saint Lucia County, Florida. 11. Design nesponslbllhles are per "National Standard And Rocbmmended Guidelines On RasponsiblOes For Construction Using Metal Plate Connected Wood Trusses ANSIyrPI/WTCA 4-2002"' DATED -.'Ilk M atrrilHUer ele1r1r8y Ua r9t#lw per "BCSI 14)3" to ixo'ent lfiII damaigim 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 mustbesetand braced pe'desi tlD preNantlrijtay& damage. Trusses must be set plumb and square Do not set bunks or stack of plywoodroaflng material or any other cohcentrated loads , on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES Cl��AMBERS TRUSS INC e 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-466-8711 Vero Beach 772-669.2012 Stuart 772.286-3302 011-. ^uAUCCDCTDIIQS CAM 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 criteria. Architect's approval covers general roof shape, review oftruss strapping, and loading on structure from gravity and uplift loads and their re Clive locations. Approved 21 _ Date:__ Brads., w c ...a„n. A.I.A. P..?- 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE ,., Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 0 ti� :) Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-1 —° s Roofing Material Metal Roof N Loading in PSF Roof R.D.L. ° Top Chord Live 20 o _ c TOP Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent ° o Bottom Chord Dead 10 3 d>1 TOTAL Load 37 7.2 Duration Factor 1.25 '_`a F Wind Speed 165mph U Top Chord C.B. Sheeting by builder. Bottom or 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 R.D. L. =Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the D FOR building department and your engineer. PLIANC Design Criteria is the responsibility of the COUNT` Building Designer and/or Engineer of Record. C Chambers Truss Inc. Drawing Name: M11324 Scale: 1 /4 = 1' W 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:07/19/12 Revised:03/21/18 FOR Revised:3/05/2020 U) QWYNNE BUILDING CORP. DESCRIPTION: -7 c�q� GARAGE RIGHT ROYALE PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11324 5��