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HomeMy WebLinkAboutBUILDING SITE PLANSGulf 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" RECEIVED woodF 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 aac.d eJgered�rows 12` o.c. in field. Attach FER 1 i 7019 �'__. 4" o_c_ at all laps and two sta� 12" F-1 5/8" thick light textured O stucco on typical concrete block construction O ---------------------------- o' Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt 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 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 4 SLOPE ELEVATiON NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 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 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 12 4 1 SLOPE ALL MANUFACTURES LABLES SHOWING _ / U FACTORS AND SHGC COMPLIANCE ST• LUCIE COUNTY gU LAG WITH FBC ENERGY CODE MUST REVIEWED REVIEWED FOR COMPL A C G IVISION / REMAIN ON ALL DOORS AND WINDOWS DATE t C UNTIL 1NS AVnQLV5HOPOSED JNS AND PERMI T ARE SUBJECT TO ANY CORRECTION'S E OR NO INSPECTIONE KEPT ON JC E REOUIREDBYFIELD INSPECTORS THAT (S)WILL BE MADE MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 12" .H O Finis ed Floor Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELE\/ATION SCALE: 1/4" = 1'-0" — Overhangs at I'—O" unless otherwise noted on roof Plan — Roof pitch at 4:12 unless otherwise noted — Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands into Window or Door. 12" ° ■ 5/8" thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction = Finished Floor — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELE /ATiON SCALE: 1/4" = 1'-0" 2" 5/8" thick x 8"w cut -- coral finished stucco bands 2" x 4" top plate II �I/2" drywall ceiling on truss bottom cord 1/2" drywall on x 4" studs at 16" o.c. base —board ----\ 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden t Braden A IAi, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: brad enaiascomcast.net Stuart_ FL S499L 3tAACOO0032 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451,12 24 In. 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 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 ICI I�immatmill 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON WQnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 12 CONCEALED FASTENERS OR ATIACNNIENTS A9 CONTRAC OR OF RECORD. 5/8" thick x 8"w cut coral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" H. 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WiLL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Buildmq Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-O" Roof Pitch: Internal Pressure o�ent: ±0_I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavy Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C L21 x O.6 = 0.72E Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.GWL; O.LDL+I IDL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3_ +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 paf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Deter Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPAGT P OTEGTIDN FOR OPENING ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -AS— I FLOOR DEAD LOAD: 10 psf YIP c 1° �rcN SCANNED BY St. Lucie County = Roof Zone i Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE $ = Corner Zones Roof Zone 3 JOB ADDRESS: Date Drawn Revisions Sheet Comm # 5-23-18 GARAGE Drawn by: �© G.C.U. � 2 � � Checked by: D.R.B. OF 5 FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor proceeding with work, Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements, expansion bolts into Slab (3/8't 50 ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc.., to have a minimum 1,400 P.S.I. fiber stress. `' 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 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 mix212" L. Drywall at ceilings shall be leveled and attached to bottom chord q' v of trusses with screws per FBC R102.3.5. o 0 2 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2 " 2 ' handicap accessibility requirements. 1" y," 12. Lowest finished floor to be set by Governing Building Department a" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I' c" P.T. Buck to Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x nailed block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen - x tion with F.B.C. R 16 see permit info box of code edition h 3 �9 15 C51 C6 O C9 1 all conform to ASTM C 6 G C4 4 3 3 18. sum board material shall 3 , G (gy�(pp 11�8 1278 I q5 C 3 be C C 3 I q6 960 1002 C104� CII�� C or and shall installed according to the following: (FBC R102.3.5) Or wall g Thickness Location Orientation Framing Member Max. spacing p s of fasteners Ned sizing options for of drywall Into Spacing Maximum installation wood fram-in members Nails Screws 2" x min. t ickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/64" head 0.098" diameter x 1 1/4" long /2 - annular -ringed or 5d cooler nail 0.080' dia. 1 5/8" long with Walls Either I6 8" 16" Direction 15/94' head OR Gypsum board nail 0.086" dia. x 15/8" with 9/3?" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler Hall OR Walls Either IG" e" IG" 0,092" dia. xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915' dia. x 1 1/8" with 19/1.4" head. Install SGD thru buck into 010 block with 3/19" tap -con with TU 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tapconwith penetration at 0 o.c. max. from each corner and 20" o.c. max thereafter at sill per product a�prc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompan4inq smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supplg 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 underlayment installed with min. 4 side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G" o.c. at ail laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson META 20 or equal hurricane anchor at each truss 12 with (lo) IOd x I I/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) suppporting Max. 4 at 24"o.c. TYPICAL 181016a. upllPt (shop drawings bg manufacturer) Aluminum Drip �� "�R-30 blown Fiberglass Edge t Fascia in bottom chord of trusses I/2' drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute Kalican full o vent vmgl soffit installed using1/8' die shank x 15" long precast lintel filled with concrete and (1) #5 bar cost. for bottom row over openings galv. rooing nails with 3/8' dia. head per product approval - see chart sheet #1 1/2" drywall over I" x furringg strips at ib" o.c. with R4.1 fi-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 T and shall meet all pertaining ASTM codes. "M" block construction W Mortar to be Tgpe only proportioned per FBC R601.1 and Mortar Jonts shall comply wlth FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) w/ #5 bar vertoverlap 30" overlap Fill cell with concrete and at each filled cell (I) #5 bar vert. (tgpical). Max spacing shall not exceed Wood 48' unless otherwise noted see foundation plan notes for Base spacing at openings 4' concrete slab with fibermesh OR 6'xb' #10/10 WWM on 6 mil Visqueen over . / clean compacted termite treated fill Grade -I n l i u x Concrete footing If with (2) #5 bars cont- and #5 T Y P I C A L SECTION transverse bars at 4$" O.C. Scale : 1/2" = 1'-0" N.T.S. Head fixed door sliding door \" 1 V2„ AREA CALCULATIONS Living A/C = 144L sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft, Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 2" VTR JAL I I I 2h VTR 11L Mastery/� Bath I Lev. I I 2' Lay. I I ,• 1 2" VTR W.C. I I sher. I 3" I I Kit. Sink I Kitchen 2' I I I Lay. 3' W.C. Bath #2 slwr. 3' C.O. To Septic PLUMBiNG RISER I" x 6" P.T. Suck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Tgpical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding Door D tall I penetration at G" max. Fromom each corner and 20..' o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%a'x 5'-3%" 54ke"x 63i4" Single Hung ZONE 4 2. 6'-2%a'x 5'-3'/a' 15" x 63 %," Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 21k2"x 385'e" Single Hung ZONE 4 4. 4'-5%a"x 4'-2'/s° 1 54k.'x 54Je" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough O enincl Door Description PRESSURE ZONE A 9'-O" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X C-8" 41 %;'x 83%,° Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" x 81 %,' k;»t°" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Br-Fold Finished 24" x 81 %2" E 2'-6" X 6'-s" Solid Core - Wood - 6-Panel P 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G X-8" x V-8" x I %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Sold Core - Wood - 6-Panel - Bi-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 #[ All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 0 0 I 12'-8" MASTER �= BEDROOM ua rill 8'-0' A.F.F. Flat Ceiling o O v i N 2" fd 4'-0" A/C Meter O Rod t -O" 6' to e I r ig I N 1 CLO E I a Rod tTS hell WI r `� ATH I T, KITCHEN I O L - - Oiv 8'-O" A.F.F. H - Flat Ceiling 6'-O Upper cabinets to ext nd over Ref. NC141a .4 4"40 Steel Ballard �1 See detail op �71a_eJ>ae� I�„' 22" x 54' Provide auto I Attie Aeeess closer with lightJ L _ _ _ - _ 3 150 Amp s P nel m Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20.' o.c. max thereafter at amba and 20' o.c. max. Exterior face at head and silt per product approval of wall / \ Buck to be I' x 4" PT GARAGE A.F.F. Flat Ceding r----------------- 1 Block wall in gara a to be struck block I I I I I I ® I I I w 12" x 12" Concrete column / block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch v I $'-O" to19'-8" A.F.F. IV Vaulted Ceiling CAR IAT ROM I 19'-8" I I I I N 2" x 6" knee -wall 8'-O" to 9'78" A.F.F. below counter top ( Vaulted Ceiling I DINING ROOM I ` Vanity to be 34 )12 "high (4111) 9i4" i X-O 3/4" 3'-8" N�JJ `6 ,. F W , cn I rc 3 O 1 I 22 in r 1 0�I Flat Ceding Y SECOND z BEDROOM 4 n I a 0 I O, ° EGRESS ° o 0 ZZZ1771 moo if V 3'-I" IQ, y E R D 12" x 12" concrete olumn block filled ORC wit h con rate and (2) 1 bars vert. tie O into lintels bove I O in � a IS'-10" 5'-4" 34'-0" 3'-4" Exterior race 4'-2" 1 5'-4" 9'-6" Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x G" PT Buck I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 wood ecrewa thru iamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and D e t a l l a t W I n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden t Braden AIA, PA W4nne Bullding Corp" Date Drawn Revisions : Sheet Comm # Architects - Planners 3-21-18 5-23-18 Smoke detector revision 411 S.E. Coconut Avenue Tel (112) 281-8258 The Grt rand Carlton GARAGE LEFT Drawn by: 2. 12 - 2 : C.C.U. Spanish Lakes Fax (rade 28scomca 3 E-mail. brgq/- a Checked by: Aem nt.net S+inter+ �l '2,4GQG �taarnnnn�� St. Lucie Count Florida y D.R.B. OF 5 r--I n — — — --) STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. iF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND 013TAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSi AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION, 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 1 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. `r FOUNDATiON FLAN I. Ang 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 ang 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 1 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'—II" 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) (o. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill :.. I =J —IIII III IIII— I(2)5 bars concrete n olithic footing with . 14" I TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan 12" x 12" concrete column block filled with concrete and (2) 3:1 bars vert. tied into lintels above Top of footer IC below finished floor (2) #5 bars cont. bottom steel SCALE 1/2" = 1'-0" U'Verify house slab .' height to field II111111 30"x30"xl6" concrete column footing with (4) 45 bars each way SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE SCALE: i/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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. 4" concrete slab with fibermesh OR C'xO #10/10 WWM on to mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL Ctf"A1 C 1/7" = V— #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ 14" SZ GARA \SEE TYPICAL SECTIONS 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill -n" e F F MI II' 14"w x 14"d concrete monolithic rooting with (2) #5 bars Cont. 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 NT. IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL, Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Felled 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 it Bra• - PlannersArchitects - //0 1:1 CoconutOF' �;�,;�Tel (112) i$E-mail: bradenaiascomcast. net In �. • • 01- IN I r- -----------1120J FI I c11 F z J F ©�I I �I FI Filled cell under girder above i I 24" m 0 I o I Rear Patio/Slab r r J to be poured separate from the house slab. O ry I fn I Thicken footing to 24% x 14"d x 24"L I I FI under filled cell I E a under girder bearing. LE ° ° — — E ° ° EE — — — — — — — — — — -E u I Rear Patio/slab to " u 0 be flush with bottom of ° m a-0 n I sliding door recess. � � LLm I Slope i/2" I i - E I I; - I i- I F- i IE I I FI ° 32'-s" I H.B. I I I^ 4" concrete slab with fiber esh OR I ° E " 6"x6" 1110/10 WWM on 6 mil V squeen over clean compacted termite treated fill I o I t i FI I lV I' I I FI I in E E H.B 4 -o to Io o A/C #I I 4"ro Steel Ballard FI I r ° IFS Omo'_ Pilled w/ Concrete ® I I IFQ1a�1 IE r ¢) Ea_W I I I "',a tj E I � — FI E 3 a, CID ' E = EI aLL I m\P _I q "OE I IF5 -oIu 1--------J UOc ° i-i-i-i-i-i- E �1E EE 0 F I x o I U) J E L _5 Recess for — — — — u IO r-- to r1 2 M7 OE Garage Door ° ------------ ° o 3'-5" 9'-0. 3'-5" 6'-2" J II'-6" 6' 12" x 12" concrete column block filled with cncrete and (2) #7 bars vert. tit into lintels above WLtnne Building Corp. The Grand C Spanish Lakes St. Lucie Countg Florida 'aV l OD 0 FOOTING SCHEDULE Mark size Desc tion FI 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 8300 x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY (4 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ra 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" ARA a r 1 t on I G LEFT E Date Drawn 3-21-18 Drawn bg: C.C.U. Checked bg: D.R.B. Revisions : Sheet 5-23-18 Smoke detector revision Comm # 3. 12 2, OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2_ Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on t�ese plans for zone 3 FT a Ke Area Edge Field Fastener Pressure Zone I 6" 6" Bid ring shank 45 psf Zone 2 4" 6" 8d ring shank l6 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 16" 6" #8 wood screw 112.5 psf, ** Use nails or screws based on ressure for roof stated in permit info box on these plans for zone 3 Verify with Plan 12 fix 12" lumn Block Reber Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast lintel set in mortar... Min. 8" Bearing Provide #5 bar set in pre -cant lintel into beam where length of the opening calla for it. 77 �. '.a. Provide PT Buck attached per jamb details into filled cal 4" Pre —cast (• a r, u : t;..I "•'; A C.I I L'd pp; - " Poured Filled Cell Poured Ca concrete b Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie 7Pfilled cell steel into continuous eater ateel. } ., .;:... , . �, Concrete Footing „_T•':.�J:•': '.`':'._'.� (see footer schedule — — - for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Sale: I/2" = 1'-0" 1r n Pared Concrete concrete block u SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" O.C. Install Simpson MGT into wall using 5/8" die. threaded rod set min. 12' into wet beam and (22) IOd nails into truss Min. Overlap 11TRUSS BLOCKING DETAIL AT GIRDER STRAPPING Column to Lintel Attachment AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tygpe 2 felt paper using led nails. Substrate to be 19/32' COX Plgwood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411461.12 2G is. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" 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 oe Additional Precast Lintel #5 bars �PAR "► 4YE Lintel Length Bar Length Clear Span "A" Bars Bars t ' t "' i i i n. T-10" 2'-8" 1'-L" 2,43 none t r i r i r 3'-C 3'-4" 2-2" 2,#3 none 8108-OBAT BPS-IB/IT 8F8-IB/2T ;� Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bars �;;: CLEAR:.....; . •'!•. 4'-6" 4'-4" 3'-2" 2.43 none • nit Row or H ::. ^;a Block Above 5'-4" 5'-2" 4'-0" 2,#3 none 5'-10"5'-8"4'-L" 2,44 none Pretest LmtslAddrtroml MI- L'-6" 6'-4" 5'-4" 2,#4 none bars t-- _x T-O" 6'-2" 2,45 none BFIL-IB/IT BFI6-I13/2T 8'-4" 1'-10" l'-O" 2,#5 none NOTES: ALL reinforcing steel Is grade LO. 1. min. coverage of steel=1.5" 2. inn. bearing required a ea. end=a' 3. standard ror reinf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE > LINTEL SCHEDULE Mark Window or Dow Unit Width Lintel Size Cast -Crete S seihcation Rowe of He Block Above " " Bottom Steel Sme Tap sleds sme Max Gravity Load (PLF) Max Upldt Load (PLF) Max Lateral Load (PLF) L22 2'-2' V-L' 8F8-OB/IT 1 85 3064 1649 1024 1_31 T-0 T-8" 4'-0' BPS-OB/IT I #6 256I 130 163 L45 4'-5' 5'-10' 8F8-OB/rr I 1 #5 1105 409 339 L50 5'-o" L'-0 8F8-OB/rr 1 #5 1238 835 121 LLO L'-8" T-L' BF8-OBAT I #5 1011 �2� 534 L80 8'-0' T-4' 8F8-1113/2T 1 #5 2 #6 162 541 612 L90 T-O' 10'-fr' 8F8-113/2T 1 46 2 #6 643 530 401 L90B 9'-0' 10'-L• 8FK-18/2T ONE I 65 2 #5 1533 1183 401 WOO 10'-0" II'-4" 8F8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O' II'--V BFIL-IS/2T ONE I #5 2 #6 13LL 1028 452 L120 12'-0' 1 IV-4' 81118-I8/2T 1 #5 2 #5 491 428 1 324 L120B 12'-0' 13'-4' 0FIL-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O' 15'-4" BFI1.-IB/2T ONE 1 #5 2 #5 1250 409 259 L160 IL'-O" IT-4" BF8-I15/2T I #5 2 #5 300 192 194 LILOB IL'-O" IT-4" BFI4-I13/2T ONE 1 #5 2 #5 950 50o 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. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24' o.c.) supporting Max 18101be. uplift Aluminum Drip Edge t Fascia IT, 2" x 6" Kagcon full o vent vinill soffit installed using 1/8 die ahank x 5' long galv. roofing mile With 3/84 die. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied -- into lintels above thicken edge to 8'x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor 12 r 4 into Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) IOd ils at each web 3/8' hi -rib lath 1 and vertical wood itaplea to provide penetration into 3 and 3/4" penetration iming members 5/8' thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Slap per foundation plan `m a Slope per foundation plan l IIIIIIIIII .......',:,"�';'-IIII—IIIIIIII— I11 -111111 - 11 III „ „ -IIII.,,IIII ;,,I� IIII-IIII IIII 3 T Wood B ase 11 Mt Concrete i Manufacture Flush Mounted Shutter Detail lumeium Panel tea per manufacturer See Tupical Stud Detail 1/8" x 3/32' Wing Nut w/ appperopriate manufacturer's Detailr and s nufactu II —Aens• Stud Detail Stud w/ Die Cast Zinc NTa Nickel Plated Wing Nut nts Brace Gable and with 2" x 4" SYP #2 left back nailed to bottom Of top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) W to N x r OQ (m v 10 Zi i s O I— DL d b _� N u! U , -2 o two to � p O Er.; °D in mt� EUIC Brace Gable end With 2" x 4" SYP #2 min. aft back nailed to bottom of top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses —1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 95 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 frfod —insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tope "M" only proportioned er FBC R601.1 and Mortar ,Joints shall complg with FBC R 401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) a L Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8 die. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet set or in epoxg with nails into truss. Add blocking to 24" o.c.) supporting Max. truss leg per detail on this sheet �TA 20 1810 Ibs, uplift sae■��� �■e����■� \Lq\\ I NMI INA F r ml MAIN FAA W,,WAA EMEN . r111 M41110WAArrAMNiffil WEA I I HIN, Awn VAJ a MEN VAAWMAIN VE rA"4 11111111 WOMEN, MAIN Eli Joir NAP -illiiiiiiiiiiiilll MIN OWN KFe I n —ems Nffir SAFI Fill cell with concrete and ROOF FLAN #5 bar Vert. (topical). O LU a w � X � R O�m v 4J „ �41�aa a _-C N N O (a to p O E_ r _ — (n as y- 2 t `I L r_ H W ax. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fll Visshqueen over L"xL" #10/10 WWM on L and is — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ical Section at -IIII-111� FI Front Forc ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION n PANEL "A" Poles BR Load Wire Deacription arc# are# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #Io 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. waiter HTR 5 L Range #L 12.0 kw 50 2 7 g 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 ka 30 2 II 12 1 20 1.9 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw 312 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 I8 Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recapta #12 - 20 1 1 20 1.2 like #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Racepts #12 20 1 1 20 IA kw #12 25 2L Recepts #12 20 1 1 20 1.92 Ike #12 27 28 Racepts #12 - 20 1 1 20 - $12 General Lighting 24 30 Recepts #12 - 20 1 1 20 - #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 20 412 General Lighting 35 3L Bathroom GFI #12 20 1 - 1 20 $12 smoke Detectors 37 38 General Lighting #12 20 I 1 20 $12 Bathroom GFI 39 40 General Lighting #12 20 1 - s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) .General Lighting (3, watts sg, ft> ........ Small. Appiiance. Circult(s). . . . . . . . .. . ............. .. . .... . .Range ....... .................. ......... .................... .Refrigerator .... I ............... ...... ....... Microwave .... I............................................... .Dish..Washer................................................... Clothes.,Washer............................................... Clothes.,Drger................................................ Water. Heater Water, Pump ................................................... .Garage.Door,Opener ............. ........ I ........ 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1,200 1200 I 1,500 1500 1 1,200 1200 1 1.200 1,200 1 5.000 5,000 1 4,500 0 1 1.800 -!!,so 1.800 1 810 810 Total Watts 3i.415 First 10000 Watts e100% 1 10,000 10 000 Remainder 21,415 940% 1 O 10,944 Electric Heat or A/C 10,000 91.5% 1 101,000 10,000 Calculated Load Watts 30.964 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps EleCtrlCal S mbol Leend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed Psi Push Button Switch -Cr Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Wall Mounted Light Waterproof ground fault circuit PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light TO Thermostat ® Electrical Panel © Central Vac E� Electrical Meter Q Smoke Detector Ceiling fan © Television Jack ® Telephone Jack A Disc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up ❑I Intercom 00 ®= JUNCTION BOX TO SUPPORT A FAN = THERMOSTAT LOCATION B/A = BALANCED AiR Electric Notes: 163 CFM IOXIOXL MASTER BEDROOM 143 CFM IOxloxt B/A 12x12x9 B/A CLOSE PATIO/SLAB i GR IAT Ropm I I IL9 CFM Center Registers on ceding fan I01 CFM IOxIOx I IOXIOx1 12" DINiNG ROOM t- - - - - -rw'- - Attic Access 1 with lightwiaaarJ • 1 • Amp- GARAGE r----------------- 7 I I I I I I I I I I I I I I I I I I I I I I I I MECHANICAL LAYOUT SCALE: 1/4" = I'-0" 1. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. IT It is not the intent of these p lans to show ever minor detail 3. Contractor to verify location of electrical of construction. The contractorshall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in working order. S. ALL bath and kitchen receptacles to be GFI protected. proper 6. ALL exterior outlets to be Wf /GFI protected. 18. All work shall be done in accordance with the N.E.C. and -1. Recessed cans be installed per NFPA requirements. shall comply with all local codes and ordinances, and shall 8. AFCI receptacleess are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. coin an one l d telephone anp p y• 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refri erant lines that are run thru slabs must be 19. The electrical s stem shall be coin letel and effective( y p y y sleeved in AVC grounded as required by the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fulIq operative. 13. Contractor shall pay for all fees, permits, testing, and blower 21. All equipment and panel sizes shall be verified before inspections including testing where required ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 SECOND BEDROOM I I \ 12x12x8 "y B/A -H.B. Vent thru -Sof fit --- Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install owleAorto under discnot shown claritg COVERED PORCH +r A /C Meter IL" MASTER BEDROOM SH- OPTIONAL PATIO/SLAB ,'Covered Pored`\ WP GFCI 1 1 1 1 \ 1 Smoke / Carbon G R AT Monowde Detector R q O M Combo Q I S S I I I I I fl I TV ll I = II I II I Il l I DINING-^� GFc1 DINING � I --, ► I ROOM FC GFCI GFCI l I % 4 l / KITCHEN - - - S - - - - - / /24" 1 3'-2" V-2" C.M. Detector Hines F onlg per FBC a 9.3 CLOSiE 42" GFCi U.H. f -22" x SY 17„ Attic Access \I with light _ I \ L"M- J 150 A Optional panel location Pull chain \ light in attic \ - j(1}- 92" GFCI GARAGE II Garage /VjJ�J Door Opener r----------------- 7 I I I I I I I I I I I I I I I I I I 1 I I I I I , 1 / O #2/0 Aluminum feed AMP Ir5•Conduit � PgNEL ELECTRICAL FL/4N 21, PVC (FP 2" rigid service FPL Bare #L coppe� wire g to #5 cont. r arm slab ELECTRICAL RISER - Contractor shall use AL-CU Landing jugs. NITS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden III Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia®comcast.net Stuart. FL 34994 #AACO00O32 ( /'$, i F N ` \ I OCente it -I \SECO90 � ® BEDROOM -T 1 WP GFCI COVERE[!r/{�r} f-1 ' FIMCH i SCALE: 1/4" = I'-O" Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = Wi. sq. ft. required Provide A Continuous Vented Soffit WLInne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida Post Light with "--vo Photo cell I 6'-3" Date Drawn Revisions : 3-21-18 5-23-18 Smoke detector revision r l t Oh CLEFT E Drawn by: C.C.U. Checked by: D.R.B. H.B. Exhaust Duct -Thru Soffit 11- Wire For Front Post Light Sheet Comm # E -1 12-2� OF 5 e A=LIFE' SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. TRU55E5 ARE TO BE SET AT 2'-0r ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE M DON'T LIFT TRUSSES rH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less 0 degrees or less ♦— 1 /; Taa Line span a Truss must be set this we Truss Is on example. ,aur truss isist crane operator sets t 30' to 60' Span A Spreader Bar hag 4----Approx 2/3 to__,.DX Line 1/2 of Span :SI REFER TO BCSI crone used. Truss must be set this way if crane used. not match. This is an example, truss may not match. this way. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A I F? H -ii N E::> I— IEEE IR " O T E= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. UIREPRESENTS A HANGER 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 SEAT PLATES BY CHAMBERS th W INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F-- upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F--- exx-7�'-1= 12 2.00 �s upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT U-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN L=NGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT G��RAGE RIGHT FABRICATIONAGREEMENT* MAAM CANNOT BE arARrE'D UUTR TM AORF&11ENr N SIMEO 6 RFNRNED ilrs kpel deeahptlon dthe piopa?ywttaa vrs bueees wa bs btsklee k: •' The WON&prred aomwmedpes and Rorer: . 1is"s will be made In oft ecwrdence WM ark true. pleomneld depmm k wA wNd:.Tnrb the aok aurwdty for determit rrp.slrcoassfrrl fabbdcxll of the fuses. 2 Al dtrraralans h Vlk hyout heat been vedAed by vlts tadadQned• .S. U*n will nibs k vnOod by called and b Chamber Trees vdd+h ten (10) dells' of dalhauth ay thoe e udaslpned apses that no batkira9ss eel beto lol alowW..ln e,e event repeha required, or to CAsnrhers Tara she tam Wee t� days h wtrlctr 4. The lndetakned adoaea'4d lee pit or C ealzChembera optlSn.• a I>.rvsry k to Job dk n k vs wyst. rwpaW6gty to ,"' r � y,e jebboftTPit delvay. Cltarrrbers Truce ha the sok to data the sulaba y of as Job a6o ai s Tportlomnh at h roapomlbls Tmw will is rospaulbk for dtarrp delvery any. The fob sea a not Prepared for aspen" If Chemba i Tin her b rodepver delivery or buyer k not pmpared far delbwy of teases. &tyerk mpo a to Clum6en Trues for Will comb; due 10 alOe wndltlp,a. & Price as shown h Paragraph 7 below Is subied to ctange a any changes are.made In m..k&A500perhas•feeforreWebrumallbedmnpdbyCh mb=Tnaa. . 7: Tldr Is a PURCHASE ORDER to CkuN>ars.Trim of fhe son speed t4 or r ipfsarant a reasorisble pike, nvdos will be made on delivery and pate wlthh tams of r i on dNray. Imrolca gull, bs made at sdreGlkd d ttW JdM V huller cannot dslwry of Pebrbated trtatee The Isdaslared apiece to pay Chanbeta.Tpol meettal altanrbya fee forcoleol4ra h evert Of Paymad not ftmely made. 1142 %per rrordh selvJce hh . dtvpa sN be added foal sums not poldwltame. - . & sipndure or Indlals amywtere an 9* shoot cronellbrtea epraememto d term herein. to In cwtdeni of Chamber Trues edendhp credit for ft matald the undadgned t2aimbas TnsaTn+w by any. enilo moi mataW and the end a4 WIridagrenms awed m hdebiedrrreas htluding agatnep fees, V deladl h apses toe such PaYntand for masdd be made by the '10. In the event of arty agagon carlcanNrrp thfs epreemem, the Ron Unlisted tarewWer or Wfloanto all eeok Caarty FbtWa th4 WntOs Zeno drat the spk venue for any such adton will, 11. Dasgn resporuldales are per "Nadorrd Standard And Ra o mrended Guldeeus On Rieipar aMose For Canefi+gion Uslnp Metal Plate Corrected Wood Tosses ANSVtPillill4-200T' DATED stoNm FOR TIrLE -.. -AtKaasfierbwmwbe por"BC91w>bpewrtijw admreg .. Multiple ply truism must be fastened together per engineering before they are set fallure to do so can r"ultln roof collapse. Temporary and permanent bracing are required and can save INS and property and Is the responelbllity of the buss erector. Study the contents of the Information packet Included on delivery before setting trwfallm 7Ytases mustbeaeiartd braced perdo$W to paean k*q& dimgL Trusses tntatit be eat plumb and square Do dotet bunks or stack of plywood, roofing material or any .. _ognei apintienballed Wads on tenses, this can cause coda DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES IRS TRUSS INC CHAMBE 3105 Oleander Aienue Fort Plerde; Floilda M82-"= 800-551-5932 Fort Pierce T12"185.2012 t1a3L<xra/,l 11 Vero Beach 772-569.2012 Stiluo , 09 e"uauoeoa.7•oYf check.,tat tatiye•5 for a a°ntr� is ck �mpti a r checAl shag °ntr ro as to Othernpja OV °t c/„le teri en iSte t't'of trrue ors/9 n7ersa s, urevce to o ,airso 9re tY a"nq upldt'ad n9 on. ltpraved wC rocs .o °ads anq date: gY' Br aa 92.0/93.2 MITEK 4.2 an E Nrageq ,q / DESIGN CRITERIA A.p�_ -- County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake r Loading in PSF Roof R.D.L. °>. Top Chord Live 20 Top Chord Dead 7 4.2 c c Bottom Chord Live 10 Non -Concurrent E n .. Bottom Chord Dead 10 3 m TOTAL Load 37 7.2 , d �; Duration Factor 1.25 � c Wind Speed 165mph to Top Chord C.B. Sheeting by builder. W w Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0' Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W F- a Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses,13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02Q1/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE hra 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 -75115