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HomeMy WebLinkAboutBUILDING SITE PLANS01 ti3l=�D , NOV 2 7 2018 IfT. Wela County, Permitting 12 SLOPE 2" O.H. . Finish Columns with COVERED Va" thick cut coral PORCH meshed stucco bands 5/8" thick x 8"w cut coral Finished stucco bands F. Gulf Coast Supply end MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v trim metal roofing attached to plywood deck using #9 x 1.5" wood scrawa 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 0 and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach �to trusses using attachment deter on this sheet LEFT ELEVATION EGRES ® 5/8" thick light textured stucco on typical concrete. block construction Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 ' 24 go. 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 LOPE 4 SCALE: 1/4' 1'-0" • Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. '5v crimp metal roofing attached to plywood deck uamg #9 x 1,5" wood screws with aelF aeahng washer at 12" o.c. max spacing over ASTM D !type 2) 30 Ib felt underlayment metalled with min. 4 side laps end 6" end laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. m field. Attach deck to trusses using attachment detail on this sheet 112 SLOPE 4 •- 5/8" thick light textured stucco on typical concrete block 'construction RIGHT ELEVATION SCALE: 1/4" = I'—O" 2" x 4" top plate v _ 2" ' CRESS .H. COVERED PORCH : 2 C 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION SCALE: 1/4" = 1'-0' PIN, Qe FILE COPY ST. LUCIE COUNTY BU D G IVIS N REVIEWED FOR COMP I REVIEWED By DATE PLANS AND PER �EPT ON JOB SITE OR NO INS CTION(S) WILL BE MADE '83000319V011ddV 11V H11M AldW00 01 Fl3080 NI AHVSS303N 38 AVW 1VH1 S110103dSNl 0131d AS 038inoam SNO11038803 ANV 01103rens 38v N80M 03SOdO8d TIV ONV SNVId 3S3H1 8'—I" SEARING 2" ALL MANUFACTURES LABLES SHOWING O.H. U FACTORS AND SHGC COMPLIANCE WITHfBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED n'—n° o Finiakarl Flnnn / s CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD. 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 aeahng 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 cape and with 1,25' ring shank nails spaced V o.c. at all laps and two staggered rows 12" o,c. Infield. Attach deck to.trusses using attachment detail on this sheet l/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" COX Pi wood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing, _ 12 SLOPE 1.4 2„ 2„ 0_ H,Finished Floor EGRESS O 5/8" thick x 8% cut coral finished stucco bands FRONT I/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base —board 2 x 4" P-T. bottom plate {tiw'.'-``.:1.':{;'�':"tf:,r ^:;'.;, -.f,5. "�5.°f}. fT.r:�'S?�;�✓:Ci"l:^x(':,. _: ..:..:.'..-3rvz'::r.'.4;::.•:.:,.:.'.�::.':i'.., .:.ri'...;: F�+C.'t : 5.+.' lF::• 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior 1Non-Bear(r1q Partition nts Braden III Braden AIA, Pro WW nne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE ROYAL E Tel : (112) 281-8258 Fax E—mail: : (112) 281-8283 bradenalaecomcast.net Spanish Lakes Sp, Stuart, FL 34994 #AACOO0032 Lucie Count Florida R u�111 f � II� 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) 161 Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Category- II Wind Velocity: IL5 mph ultimate Mean Roof Height: IIII'—O " Roof Pitch: 4.12 Internal Pressure oG orricient: ±0.18 Subjectabdity to damage from: Weathering:' Negligible Termites: Verg Heavu WY9 Width of Roof End Zone: '— " Wind Speed: I45 mph ultimate Wind Exposure Classification.- C 1.21' x O.L a O.l2L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL NI Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 pat 2. SY Roof Zone: +20.6/-51.0 pat Roof Zone: 3.+20.4/-84.0psf tl0j Components t Cladding Wall End Zone Width:'-_ "" Components t Cladding Wind Pressure (NET)al�lDone: 4.+35.8/-38.1 pat 0® Roof Zone I Wall Zone: 5. +35,8/„ 41.8 psf Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? yes Continuous Load Path Provided? = Roof Zone 2 yg�g� Walla Zone 5 Are Components an Cladding DetaT Provided? Yea END ZONE Minimum Soil Bearing Pressure:2 BOO psi. Presumptive: X Big Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: __1.5_ pat FLOOR DEAD LOAD: 10 sf JOB AD \ DRESS: � Q_l,� C\::-, s� MODEL: Date Drawn Revisions - Sheet Comm # GARAGE 3-28-18 5-23-18 Smoke detector revision RIGHT Drawn by: C.G.U. Checked bg: D.R.B. OF 5 FLOOR FLAN � RA POST AREA CALCULATIONS CRASH OS DETAIL 2r-o° 14'-0 TYPICAL NOTES: SCALE 1/4" = 1'-0" Living A/C = 1120 sq., ft. N.T.S. 10'-6" 10'-O" �,-O" T -O" 1. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter Back Porch Total = 210 sq. ft. Opt. PATIO/SLAB steel crash post. Floor p • 3'-IOYs" �3'-IOYs" proceeding with Work. Flange with 4 - 3/8" Garage = 328 s ft. O 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into g =, q. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate) ° ° ° Total Under Roof= 2215 sq. ft. ° ° ° ° a minimum 1,400 P.S.I. fiber stress. `" Total Cubic Ft = 13,%0 ° ° �� EGRESS 4. No dissimilar metals to touch. 2%' 2h" ° S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. !6" :2" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to ° 2" VTR 12' x 12" Concrete column shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. rout mix M�2� II block filled with concrete and p ' g •3/e° JIL O (2) #1 bars vert. tied into Drywall at ceilings shall be leveled and attached to bottom chord I lintels aboveOf trusses with SOPew5 er FBC R-102.3.5. Attach buck to block wall with i �' g PORCHis1/4 dia. Elco comic screws with min. MASTER 7. ALL wood in contact with concrete shall be pressure treated. ° 1 114" penetration at 12" ox. max p and 4" max from each corner thru I WIRE LATH t STUCCOp 8. ALL wall dimensions are nominal and not finished Wall or stud dimensions. " Exterior face 2" x V PT Buck 21' VTR CEILING :1BEDROOM iv 9. ALL plumbing fixtures to be low flow, or wall'11i 10. Contractor to Provide Drain at water heater in accordance �' I iif e'-o° A.F.F. O Flat Ceding - as w with the current edition of the Florida PlumbingCode. I z" 1 ° ° O ° ° ° ° rn u Master I Lev. I T a 11. Contractor to Provide a 2 -8 wide door at one bathroom for u8 wood screws thru jamb Intgbudk I ° at each hinge and 15" o.c. max an 2• handicap accessibility requirements. 2� % Detail at Door prior to door attachment Lay. I I a" h" ' •I• I 2^ VTR � ... 12. Lowest finished floor to be set by Governing Building Department `` NTS I JIL surveyor to Set in field. INSTALL VULKEM BLOCK SEALANT s• j I "' 13. Separation between residence and garage shall be per FBC R302.L ON ALL JAMB, HEADER, AND 2. s I © I O SILL BLOCK PRIOR TO BUCK Shur. I 14. Door between garage and residence Shall be I-3/4 t 20 min, rated door INSTALLATION Kit. sink I e'-O to 9' e" A.F.F. T Vanity to be N Vaulted Ceding I� Water Heater Install windows thru buck into, Kitchen �^ I I 34%' high block with 3/16" tap -con with I I ° 1 1/2" penetration at V o.c. max. from each corner and 20. o.c. max I , 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 ;t°Bend°r taijamb& and 0' o.c. max. I I ® IL. Wall and ceiling finishes shall have a smoke -developed Index of not greater than 450 per FBC R302.9.2 Exterior face 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, 20' e° flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation V Ie W.C. ° I Rod t Shelf materials exposed on the underside of the roof deck or on the attic walls shall comply7 GREAT with F.B.C. R316 - see permit info box of code edition Bath shay. I 18. Gyypsum board material shll conform to ASTM C36, C-19, C475, C514, C630, C931 I"x4" P.T. Buck nailed to 3" `� ROOM C960, C1002, C1041,C1111, C11-18, C1218, C1395, or C1396 and shall be installed lack with case hardened nails oo I "' H.B. according t0 the following: (FBC R102.3.5) Detail at lUlndoWs prior to window attachment To Septin ic ° 1 I 0 g 9 Masonry Beam (�/ Drywall Thickness Location Orientation Framing Member Max. s acin of fastenera Nall sizing options for drywall into Spacing installation of Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 241, 1" 12" 13ga 1 3/8" long with 19/L4" head 0.098" diameter x 1 1/4" long �21I annular -ringed or 5d cooler nail 0.080" dia. x 1 5/8" long with Walls Either it" e„ IL" Direction IS/L4" head OR Gypsum board nail 0.08L" din. x 15/8" with 9/32" head. Ceiling Perpendicular 241, 1" 12" 13ga 1 5/8" long with 19/L4" head 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail - Walls Walls Either IL" 8° I6° 0.092" dia. xR 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. N T s P L U FI t:51 U R I S E R 2" x V knee -wall .c x Buc nm a to w block with case hardened nails below counter top N I L O S irr prior to door attachmen 1 NTS I W Install SGO thru buck Into block with 3/I4" tap -con with 8" OL L - - - LINEN penetration at L" o.c. max, ° I a �F oil t Shelf Co from each corner and 20." o.c. max , BINeT W * thereafter at head per product approval 1 �ac`� / \D_� w DINING' 1 _ _ is,1)14d�ing Uae 3/16" tap -con with ROOM°6'-O" F1 1/2" penetration at L" o.c. max: 0" to T-8" A.F.F. t4l" HIGH WALLivfrom eachcorner and 20" o.c. max Vaulted Cedingthereafter at sill per product approval8'-0" A.F.F.I" x L" P.T. Buck nailed to p ° ( Flat Ceilingblock with case hardened nails 1 :r 1-1/2 OVE HANG ead prior to door attachment p J� I IIItCHEN ° It Upper cabinets toed doorextend over ReF. I door NON-YBNTO 5 ° THIRD 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A1O8.6, n Masonry Wall ;,..,. BEDROOM10 [� A108.1, A118.1, A118.3, A136.1 and A131.1 ,: 11/2-7 n 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM i 8"-0"' A.F.F:' 'r`':;.:::..,. w Flat Ceiling C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring: gc - r be used as backer for the wall the in tub areas and wall panels in shower areas. 5111 Install SGD thru buck Into 4 ° w _ J IW.H Attie Access 4R-n Befits m tine 21. Insulation including facings such as retarders or vapor permeable members installed } block with 3/IL tap -con with O -0. 4 30" 4' 3'-4° I w W with light 1 - g p S 11 d i n g Door D e 1, a j( I I/2° penetration at 6" o.c. max. y I - - - - within floor-ceilingassemblies, roof -ceiling assemblies, wall, crawl spaces and attics from each,corner and 20." o.c. max I p/ Provide auto shall have a flame spread index not to exceed 25 with an accom an In smoke thereafter Bt Jambs per product approval I I 4"e steel Ballard closer p p y g PP Jamb.. - � See detail an this sheet developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS J JQ; m InSUlatlOn shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. Sy crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Felt underlagment installed with min. 4' side laps and L" 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 trussea using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor each true* 12 1 1 with (10) IOd x I I/2" Haile PRE-ENGINEERED; TRUSSES ( 24' o.c.) supporting Max. 4 18101bs. F at 24"o.c. TYPICAL uplift (shop drawings bg manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge f Fascia in bottom chord of trusses' 1/2" drdwall with smooth hmsh 2" x L" Sub -Fascia Two rows of beam block filed with concrete and (1) #5 bar cunt. in each row. Substitute Kagcan full o vent vmgl sorf t installed usin 1/8' dia shank x 16" long precast lintel': filled with concrete and (1) #S bar cont. for bottom row over openings galv. roo♦aing nails with 3/8' dia. head per product approval - see chart sheet $11111 1/2" drywall over 1" x furring R4.1 strips at IL" o.c. with fi-foil insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be Installed per FBC R102.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes. "M" block construction bo Mortar to be Type onTgg proportioned per FBC RL01.1 and Mortar Jonts shall compry with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc--- #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell fU "#5 bar vert. !typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for Spacing at opening*' 4" concrete slab with ribermesh OR VxV 410/10 WWM on 4 mil Visqueen over clean compacted termite treated Fill Grade J lop " 1 ble Linen Double ® ISO Amp Ha in Hanging P nel 22" '^ H.B. �.r np Y GARAGE nitJDVaA:FF. { ©p Flat Ceiling ngingouble Ha ° + .. ® ® r-----------------� O Block wall n07 I v MT ° ° I garage to be I - m° I struck block M EGRE S$Y �I I Q v ull I I o- uVu m gm •r � mNf all I IL s.. ° ° 1901° SECOND it m BEDROOM O a 8'-0" A.F.F. ° Flat Ceiling in EGRESS ° N f, O T-8" 2'-8" 3'-6" 9'-o" _ I -III � I I I I I •4 1 '•+'•" I I -I I L�- I I --I I I� Braden Braden ►41A P,4 MODEL: Date Drawn : Revisions : Sheet Comm # Wynne Building Corp. 3- 8-8 5-23-18 Smoke detector revision Architects - Planners GARAGE 14" x 14"` G.oncrete `footing 411 S.E. Coconut Avenue �L�( �/ I Drawn by: -IIII ,.. .with (2) #5 bars cont. and #5 THE R O I A L E transverse bars at 48" o.c. Tel : (112) 281-8258 _ Rl�si-iT C.C.U.Z " 12-�OI TYPICAL SECTION Fax :(112)281,-8283 y: B E-mail: bradenaia'scomcast.net Spanish Lakes' Checked b Scale 1/2" = I'-O" Stuart FL 34996 #AAC000032 St" Lucie County Florida D.R.B. OF 5 Window Schedule Mark Size Rough O en. Window Descrl Lion PRESSURE ZONE I. 4'-Sie'x V-3%8' S4%8'x L3%;' Single Hung ZONE 4 2. C-2%s"x V-3%a" 15' x L3%;' Single Hung ZONE 4 2'-2" x 3'-2y2" 21,hVx 38%" Single Hung ZONE 4 4. 3'-1" x 5'-3%' 38" x L3'/4" Single Hung ZONE 4 S. 4'-5Ya"x 4'-2 %s" 54'/s"x 54 ya" 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 by contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O' X 1'-O" 108" x 84" Overhe?ad Gmege Door ,ZONE 4 B 3'-O" X V-8" 41"%" x 83%" Fiberglass Panel',°- Inswing 2QNE'14 C c-off X c-8" 14' x 81 i2" d' , ; Sliding Glass Door ZONE 4 D X-O" X V-8" Solid Core - Wood - L-Panel -Bi-Fold Finished•24' x 81'2" E X-L" X C-8" Solid Core - Wood - L-Panel. F 5'-O' X L'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x L' -a" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - L-Panel J 2'-0 X V-8" Solid Core - Wood - L-Panel - BrFold 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 manufacturers specs prior to construction i Z) 11IKU� I U7z,/�L- INIC I =Z). I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS `)• DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 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 40, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MiNIMUM 4" THICK W/ 6X6 I0/10 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 BSUBSTITUTED FOR WELDED WIRE MESH. E 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 1400 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. 7 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. FOUNDA710N FLAN I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 'f. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I U5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side Of openings from 6'—O" to 9'-11" SCALE: 1/4" = I'-O" 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) #5 BARS CONTINUOUS F 30" x 300.x It"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8°W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS With x 14"10 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" 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 LO, meeting ASTM A-16 and A-35 Specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap11_�Er: TYPICAL with concrete and 4" concrete slab with fibermesh OR at each Pilled cell ECTIONS one #5 bar continuous G"xV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE VXV #10/10 WWM on 10 mill Visqueen over " :»- :; ;.;;;!:...: !-;;:::•<;'. clean compacted termite treated fill m - Grade J 14"w x 14"d concrete monolithic rooting with (2) #5 bars cunt. 14" TYPICAL FOOTING DETAIL • SCALE 1/2" = 1'-0" a 4" concrete slab with fibermesh OR d,"xd" #10/10 WWM on 10 mill Visqueen over clean compacted termite treated fill #S bar Cont. # Step per - foundation an , 2v 10" (2) #5 bars cont. bottom steal 12" 2 DETAIL' AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x IT concrete column block filled with concrete and (2) u7 bars vert. tied into lintels above Top of tooter 14' below finished floor q�lllillllll C 30" COLUMN FOOTING DETAI SCALE «4J PORE 15 bai• vert. w/ 30" overlap t each filled cell 8 LAB EDGE DETAIL 9C`ALP 1/2" = \SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with Fibermesh OR slope. VxV #10/10 WWM on 10 mil Visqueen over 5 bar in Curb clean compacted termite treated fill 0'-0" a F.F. JVN Grade Z7� _wah Ji—i III i i— 14% x 14"d concrete monolithic footing with (2) 95 bars Cont. 14" nFS GARAGE CURB DETAIL ITI I =1111— { Twith 30"x30"xl6" concrete 2" x 6" PT wood secured column footing with (4) 3/8"dia. x 6" anchor bolt at 18" o.c. #5 bars each Way- 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 SOX ON SHEET #I. SEE PRODUCT /2^ = i'-O" 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 .. 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 It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue W,B Tel (lit) 281-8258 Fax : ('7 12) 281-8283 E-mail: bradenaie®comcast.net Stuart_ FL 34994 #AAC000032 0 0 J H.B. p7 -V 431, J 12" x 12" Concrete column Opt. PATIO/SLA block filled with concrete and p (2) #1 bars vart. tied into I a lintels above ° I —1 — o 0 0 o i i i y y y o 0 © Filled cell under I FI FI girder above I QD Rear Porch Slab to I 4" I be poured separately I O From House Slab. 1 1 J � Thicken footing to I w I ° r 24% x 14"d x 24"L under filled cell MUM i R ° ° ° ° ° N ° _ ° under girder bearing. NLL °14-V I r FI Rear Patio/Slab to be Flush with bottom of sliding door recess.-aSlope I"C�Iconcrete slab with fiermesI H.B. Cx6" 410/10 WWM on 6 mill Vlsqueen over 1 clean compacted' termite treated fill ° 1 FI I 1 °1 I° f- i I 0 1 I °1 I° 1 FI I I FI I i I °1 D° �o� - - -- II --------- ° I 1 1 �J I ° A/#IC o i W �� I I \-4"0 Steel Ballard See detail on this sheet I i I i II I 4" concrete slab with fibermesh OR I VxO 410/10 WWM on 4 and Visqueen over I I clean compacted termite treated F)OII ° IF1 1 1 b Ii 1 8 C4 I o ° L11 \ m 'Recess forge GaraDoor----J I FI I I I I I °I I° I 3'-1. 9'-0.J- WLirre THE Buildin Corp.ODEL: g or p. ROYALS 'GARAGER Date Drawn : 3-28-18 Drawn by: C.C.J. Checked by: D.R.B. Revisions 5-23-18 Smoke detector revision Spanish Lakes St. Lucie County Florida Sheet 3. OF 5 Comm # 12—B101 RCOF 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 P Max. ssure Zone I 6" L" 8d ring shank 45 psf Zone 2 4" 4" 8d ring shank 74 psf Zone 3 4" of 8d ring shank 84 psf ** Zone 3a 6" (o" 48 wood screw ,112.5 psf ** Use nods or screws based on pies§ure for roof stated in permit info box on these plans for zone 3 Concrete /Lintel Verify with Plan Provide #5 bars with min. 48 bar. Provide #5 bar set inpre-castROOF FLAN Sc7 le : 1/2" = 1'-O" diameters overlap into beam. Tie lintel into beam where length of filled Dell steal into continuous the opening calls for it. i u beam block steel. — Overhangs at 1 —o unless otherwise noted on this sheet Roof pitch at 4:12 unless otherwise noted on .this sheet Provide Cast -Crete SUS-OB/OT precast lintel set in mortar Mina 8" Bearing r 1 I IN Provide PT Buck i..,;i attached per jamb details into filled cal I�: •) 4" Pre -cast I;� it qq rt'1 SillN. 1.=, �J Truss shop drawings to be provided by manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior t0 construction for layout and uplift verification Poured Filled call — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construco CY Provide #5 bars with min. 48 bar H diameters overlap in filled cell Tie Bled cell steel into continuous W Tooter steel ` Concrete Footing . T. schedule Fora footer e i x DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-O" O �' .� .� a. SINGLE PLY REAR GIRDER TRUSSLu a Nail 2" x 4' blocking to vert. leg of u O 0 truss with IOd x 1.5 nails at 4' o.c. /_� a E C _OD sr Install Simpson MGT into wall usin & fn to'T- u \ Z 5/8" dia. threaded rod set min. N I2°x 12" into wet beam and (22) IOd nails into truss Column Block 41 " 48 Bar Die. Reber Reber TRUSS BLOCKING DETAIL Min, Overlap AT GIRDER STRAPPING ,•'' i. AT CENTER BEARING POINT Column to Lintel Attachment 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 Type 2 felt paper using Bid nails. Substrate�`"� to be 19/32" CDX Plywood 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 #IIL51.12 24 go. 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 :paced 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 Additional Precast Lintel #5 bLintel Bar Clear "A" "B" ars MR-11-11f", CLEAR ength Length Span Bars Bars 2'-10" 2'-8" I'-L" 2,#3 none 3'-4" 3'-4" 2'-2" 2,43 none 8P8-OBAT OFe-IB/1T eFe-I13/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none #5 bars r•._, ILEA ; e a 4'-L" 4'-4" 3'-2" 2 U3 none no Raw of "H" ^;'•.i:: Block Above •`;; 5 -4„ 5 2" 4'- 0 2,43 none 2,44 none 1, :�Y •r•... Precast Lintal ' '; r L'-L" L'-4" 5'-4" Additional 2,44 none i ! U5 bars none BPIL-IB/IT BPI6-I13/2T e'-4" �'-10" T-O" 2 u5 none NOTES: i. min. coverage or steel-i.5" 2. min. bearing required ! as. and-e" ALL reinforcing steel is grade 60. 3. standard for reinf. ateel=ASTM A416 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H' Block Above x Bottom steel size Top Steal Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" V-L" 8F8-OL/IT I U5 3049 I619 1024 L31 T-0 3' -e Y-O" 8P8-OBAT 1 #5 2541 1363 10 L45 4'-6" 5'-I0" OFO-OBAT 1 85 1105 409 334 L50 5'-0' L'-L' BF8-OBAT 1 #5 1238 1 835 121 LAO L'-8" T-L" 8F8-OBAT 1 #5 1011 1 121 534 L80 1111 9'-4' 81"1 1 #5 1 2 #5 152 1 Bell 512 L90 9'-O" L 10'-" BF8-IB/2T I #5 2 #5 L43 530 401 LIIOB T-On 10'-4" 61=I6-I15/2T ONE 1 #5 2 U5 1533 1183 401 WOO 10'-0" ll'-4' 811118-I8/2T 1 #5 2 #6 582 494 452 LIOOB 10'-O" ll'-4' 8Fi4-IB/2T ONE I #5 2 #B 1346 1028 452 LI20 12'-0' 13'-4' BF8-I13/2T 1 #5 2 #5 411 428 324 L120B 12'-0' IV-4" BFI6-15/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-0" IS'-4" OFI6-I5/2T ONE I #5 2 #5 P150 409 259 LILO IL'-O" 11'-4" 8P8-IB/2T 1 #5 2 #6 300 192 194 LI40B IL'-O" I IT-4' BFIL-I13/2'r I ONE 1 #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" 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. 18101ba. uplift Aluminum Drip Edge t Fascia 12" 2" x L' Sub-Fascl Kaycan full o vent vinyl soffit installed using 1/8" die shank x 1.5" long galv. roofing nails with 3/8' dia. head per product approval - ova chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert, Clod into lintels above thicken edge to 8"xO" with concrete and one #5 bar continuous BEYOND Top of Tooter IL' below finished floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable and truss with (2) IOd ils at each web O 04 Q W Brace Gable end with 2" x 4" SYP #2 Oft back nailed to bottom Of top chords using (2) IOd nails at each trtke PRE-ENGINEERED WOOD TRL ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord of trusses drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cant. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cant. for bottom row over openings I/2" drywall over I" x furringg strips rail o.c. with R4.1 fr-foil insulation on typical 8" Block walls All drywall to be installed per FBC R702.3.1 i and :hall meet all pertaining ASTM codes. �a Mortar to be Type "M" on Ty proportioned er FBC RLOI.I and Mortar"}Dints shell comply with FBC LOl.2.l. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc---) Fill cell with concrete and (I) #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"xL" #10/10 WWM on L mil isqueen over 4\ a Slope per foundation plan `r clean compacted termite treated fill hi -rib lath vertical wood i to provide ,ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan -i 1 1 1 IIIII I I II I I I-�-� .• .-I 111-I I I I-1 I 1111 =` .:,:. <' I I 1 11 I 111 1111111=1 III. 111111j111 1iii_� i�_I��i 3 T4)ical Section at Front Forch ll Scale 1/2" = I'—O" Strap truss to wall using Simpson MGT with 5/8" die. 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 II II II II III n II L90B L45 L90B LLO Bill Simpson HETA 20 hurricane anchor at each truss ( 2-4" o-c.) suppporting Max. TA 20 1810 `lba. uplift Mon_ Ail FEWBOWAAA ME A SWAM L46 B1 l� N �1 Wgo ig 41 B1 L31 L45 #ail f. Gulf Coast Supply and MFG 5v Crimp Metal roofin FL #11451.12 I:C 26 go. 5v crimp metal roofing attached to plywood eck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D SLOPE 14 laps fastened with corrosion resistant in caps and th 1.25" ring shank nails :paced L o.c. at all laps and two staggered rows I " o.c. in field, Attach BI deck to trusses using attachment detail on this she s� x 99" I r LU W Attic Access . nIrl, 1.31 B1 1 qOq7� � 4 I SLOPE I HI \ Z I \I I I \ O I I \ sip I I \ I I I I \ I milli I ininini �I Ie�l�llii I III ►71-I-I-��l[k7®I-I® L31 m� Uf � X r Og H�o n a a - =a N N u..� u 0� o� E_ Q _ QD t!) u N 0 I in PANEL "A" Pales BR Load Wire Description tire# arc# Description Wire Load BR Pales 2 40 1.0 Its #8 A/C comp 1 2 AMU #10 3.5 ke 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Ran a #6 12.0 like 50 2 l g 1 20 Lis kw #12 Pump 9 1 10 Dryer #10 5.0 Its 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.6 Its $12 Microwave Is 11, Refrigerator #12 1.2 kw 20 1 1 20 1.5 Ike #12 Kitchen S.A.C. Il 18 Recapts #12 - 20 1 1 20 1.5 Its #12 Kitchen 5.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw $12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 Its #12 Garage Door Opener 23 24 Recepts $12 - 20 1 1 20 1.4 ku $12 25 26 Recepts- 312 20 1 I 120 1.92 ko #12 21 28 Receipts- $12 - 20 1 1 IS #14 General Lighting 29 3o Recepts- #12 - 20 1 I Is - #14 General Lighting 31 32 Recepts $12 20 1 1 I6 -' 414 General Lighting 33 34 Exterior GFCI 812 20 1 1 15 - #14 General Lighting 35 36 Bathroom GPI #12 --' 20 1 1 20 #12 Smoke Detectors 31 36 General Lighting 314 15 I 1 20 #12 Bathroom GPI 39 40 General Lighting 81-4 15 1 - 8 are 41 42 spare - PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting ,(3 watts sq ft) Small. Appliance. ,�ircult(s> . . . . . . . . . . . . ... ................. .Range,,,,,.,., ........................................... Refrigerator ............... ....... ..... .Microwave..................................................... .Dish , Washer.... ............................... ................ Clothes Was er Clothea..Dryer........................ . .Water. Heater ...... .. ............................ Water, Pump ................................................... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1200 1,200 1 1,500 1,500 1 1,200 1200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 I 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10-10-0-0- Remainder 21,415 e40% 1 O 10,961. Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,961. Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle o- Wall Mounted Light Waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack r-cml Carbon Monoxide Detector 4t? Flood Light Q Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector � Carling Pan ® Television Jack ❑Z Telephone Jack AC 0150 A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up V Intercom Vent thru Opt. PATIO/SLAB Opt. PATIO/SLAB 1 CFM i OxlOxl ✓ PORCH MASTER STER WP GFCI BEDROOM M B DROOM �I V Y RORC�I 139 CFM IOXIOxl 143 CFM I I63 CFM IOXIOxl I IOxioxl Center) Registers on �Carhrig Pan 12xIB/A .. rs R EAT I 12xIB2/0A O M I 8 CFM ex4x4 DINING ROOM THIRD BEDROOM 84 CFM IOxLxL = JUNCTION BOX TO SUPPORT A FAN A/C disc. O = THERMOSTAT LOCATION !E B/A = Balanced Air ISO #2/0 Alurmnum read AMP Electric Notes; l'h•Condmt MCB 215 CFM 1 PANEL 2x4X1 1. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. TE 3. Contractor to verifg location of electrical SECOND service and provider. 4. ALL paddle fans shall be on a rheostat. AMu BEDROOM b 2" P•VC (PPL 5. ALL ath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. "I. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are regwired in all rooms except Kitchen, Bathrooms, and Garage. 2• ri id service FPLars'in slab 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A RefrigBrant lines that are run thru slabs must be sleeved ed 1n PVC T R I C LRISER 11. ALL A/C Equipment shall complg with energy calculation 12. All work shall be performed bg a licensed electrical - - Contractor shall use AL-CU Landing lugs. NTS 13. contractor, the completed system shall be fully operative. - Contractor shall torque lugs I.A.W. Contractor shall pay for all fees, permits, testing, and manufacturers recommendations which re inspections including blower testing whorequired. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical s stem shall be coin late) and effective) g p g y 15. All required insurance shall be provided for protection grounded as required bg the latest edition of the N.E.C. against the public liabilitg 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 gears 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 gear from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected 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 ang 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'-I" shall be installed in metal EMT shall complg with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25_ Drger Vents to be installed per FBC RM1502 and telephone compan4. r I O 12 ITCHEN 144 CFM \ 12xLx1 12xl2x8 B/A r sims M OM11I Attir Access with light See detail on this sheet ol Vent thru soffit SEE MANUAL "J" and Energg 150 Am Calculation Panelp for Unit info gx4,�.4 GARAGE 4� CFM i-----------------, Exhaust Duct Thru Soffit I I I I I I I I Wire For Front Post Light M CH /4NIC/4L L4Y0UT O= THERMOSTAT LOCATION SCALE; 1/4" I'- O n I I / V / / C.rtR�AT -----_ ROOM M Q I SU ISmoke / Csrbon I. Monde Detector (P Combo m LO13ET T:", Il I Il 3- r � � O • T;i D _I .•1 111 I � k - �-♦♦ H_ !I! l!,..m i i ``j`_- Attic Ace* 41th light \�4*0 Steel Ballard See detail on this elieret Pull chain pc ight in 1w '1 •- • - •Amp RI► imswaa� [: • • • S attic I anel E► ♦ r (o) _ • �: �� ` roll Opener U�+1'111 Y ti r wP cl Center Post Light on This corner Braden It Braden AIA, FA Architects - Planners Winne Building Corp. 411 S.E. Coconut Avenue THE ROYAL E Tel ; (112) 281-8258 _ Spanish Lakes St, Lucie County Florida Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL S 499L #AACOOOOS2 N ? m Post Light with v E Photo cell v_o ✓ u_� vvr••llfYll " Exhaust Duct -,T-hru Soffit 0" Exhaust Duct Thru Wall WP GFCI Install disc. N under disc. Q not shown for clarity ELECTRICAL PL,4N SCALE: I/4" = I'-O" FBC 2309.1 Attic Ventino Calculations Total Attic Sppace = 2481 sq. ft. Venting ratio 1/150 = rLSS sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn : Revisions 3-28-18 5-23-I8 Smoke detector revision GARAGE Drawn bg: RIGHT C. U. Checked bg: D.R.B. Sheet Comm # E - I 12-101 B OF 5 A=LIFE SAFETY WARNING This symbol identifies life Safety Warnings that should be read given special attention ,y all persons installing trusses. ALL TRUSSES ARE Tq BE SET AT 2.-0: ON CENTER EXCEPT AS NOTED M DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERINI BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF (MULTIPLE PLY. 30" Span or less 0 degrees A 30' to 60' Span Sprea er Bar or less �— Jag F_Approx 2/3 to Line 1/2 of span F— j /2 Tag Line span opprox. I REFER TO BCSI Truss must be set this way if crane used. This is on example, truss may not match. Insist crane operator sets truss this way. REFER TO BCSI Truss must be set this way if crane used. Tess is an example, your truss may not math. insist crone operator sets truss this ivoy. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. AIR 1-1ANDI_EF� NOT-F= 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 QMiNER JM]l8 r sEvaeo. sEE enwwao o J Er,�R2rra"a. A� —• o 24-o.C.TNRu I I CORNERA4CK3 -t•� O2r• �t NLY ;NER DETAIL 3S NOT SHOWN FOR CLARITY SEAT PLATES BY CHAMBERS 4DICATES LOAD BEARING EQUIRED BY TRUSSES UPPLIED BY BUILDER T A HEIGHT OF V-1" BOVE FINISHED FLOOR PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" PICAL END DETAIL I k'. 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 oc, 14' 21' 2,_11. 2-11 1w N tl b7 Ca Ci to a7 m m o) m m m a1 rD V N �I� rltr7 (V `N, J2 iv J2 J4 Co J4 rA J6 J6 GRID A6 I A4 I A3 I I A2 I I I Al Al I Al04 I ", I v Al 13'-72" 121 I IN . Al I I I Al I I (V Al Co , Al I I � Al A A S A W N O A Uj aQ� A I" Lim ca w Uj ii �WU Q Z A W U w_ A Z3Z OIL ZD M A T SETBACK BOSTON HIP TRUSS BH7 GRB rn N ' B J3 �)h to ',y�j J1 B -r �9 toI7 7 > tol •'n'i B I GRA I I rn o JC o JC to ------------------------ - ----� - CV I I , CV 15' 10" 514" 2' 2" 9'-6" T-2" ' - 35' GARAGE LEFT kli l 21' 14' 2-4-1- Its to call m m to m m m s �I N J2 N J2 I J4 J4 r J6 JB \d tB �� GRC ; • iz All I I A3 I I I I A2 I I Al I Al I I Al IN 13'-72 Al 121 ! - I I I Al I I Al I Al N I � Al Al A A D S ## O A WNo U3j A QQa Lu —'(L A W U az wUv) A � 13 < w- Z3, A Z_ CIA A T SETBACK BOSTON HIP TRUSS BH7 i - GRB B J3 I J9 B M 7 B I 1 GRA ! I i I y o JC to JIG,-- t— ------ ---- --_-. __---------_.— ! I I , ' I I )� ✓� — — — — — — — — + — — — — — — — — — — — — — — — — — — — — — — — — -4 — _ I I - 4 " 5'-4" 35' Y v TilRilsFAR'�Nt1ieAAGF�: a uJN�sRimseee we be Metalled b:a¢tlwt of the Props* where hINETURNEp . '. we be m�h scieo Wew - rRdchbUenolsetrOmoikykr raxortlet� wdh Crbl truss Plocenrard diagram loYouL 2 Ar dnremalons h tlds for dde ° Oes/W fmbakatlon of the Gtnese. & thYai wrillen Liebe 165 vented by IM realeslp ed, days' of delivery the rsrdarspr,ed agwro" ^bas Truss wkhY, ten (10j . such wrRlet rlollce M hamrlalrod Chanlbsre Tngi firer h bbu��olwwed..M 1M event . bm u�idaslp ' or to olhectrwsuraol' nt C°.hem6era�optlSn,- dap In vmkh a =r b to reCNpt or'9cS! 1•t)r •urnnurr wel ny rF! 8 wrca deWay. chrsnbea Truss Iw to •rosperal6ab to make ee Job else SuRable for pdtlon file Job sills tar deavwY CAernbers 7nw win bearesponsible�ria Wier for �a Job she of • job �ro InntN dspys'" ems: A Grarrreert •rllYe Ilesdra . QIll Is responsible to Chambers Trust;to Prepared °r buyer is mt Prepared for deC,rep, or ku"". a. Pike u atowrr kl Paragraph 7 below a mW 4e to sks arrdltlpw, INt.leybuL A S60 Per flour Fels for rsvhlons su6Ject to gaups It arty chmges are made ki - . T TNo & a PURCt•U1SE ORDwA to 01r bes�'1•nrgss o9 Do by Gbambe0nt Tnge, ' agreement a reasoriada prke. lnvdoe wlk M made on rbrvery and pelt da9edrm tams of r1106 or If ot 'iui deny. of Irwdes may. be made rat sdredubd date'bf d*.wy If buyer Cannot soce derwry d fehrkafed tresses. Tire taWenlgned sprees to Pay Chambera.TNa reesonabb attortrelh fee for WAOrdbna In owlm Or paynu,rd not Ilmlsly MAIJIL 1-12 %per month earpe ataips ws be added ford sumo root peldw9Mtrr firms• - a txTpnaWre or Wd!errywhma on acts sheet Qaadkdrs upraerrrent W ant lama rersln 91 n Tnas edemdlrp oredk 9or eYs m'sLe, ee rerdsral L . Paynerd eduvr due of any and d TurloorldillorVy entity reoelvtrp material and ells urrdealgrod�"aWesa to Pay such rsawen _ e Mi?maYa false, 16610 & h Poymen a matarW be made br tla crY0.prmen t nrarr d m �Kp" claxterning �a aarrl. the 4bme hanbfred hereunder- - b• Saks UMWCotrny, Flc Ora Parg" agree eat the 40* venal for army such.Wpm Will 91. Wslpn rosparaldW» ors per'Natlonpl Sterdard And �AnamrendedCiuMetYes the RseoaWdrtles FwCwsm,dw.rmw,. er.,.,ay,.____ - DATm Sl(3NE0 FOR � 11RLE . s Multlple Ply busses must be fastened together per engineering before they are set; fallum to do so can r ebult in roof collgiii". Temporary and petmanellt bracing arm rerryilred and can save Ufa and property and Is the r ' ponsltil of the trues ereetor. Study the contanb of the Infe:mitlon packet Included on delivery before setting trusses. .7fllsim l6pivientirfulyadiiiiiiagix Trusses trust be sat plumb and square . •JfLDo notaet bunks or afack of piVm �d, roofing material or any .. -i --Irma-L�LJ • _ __ _ uU'NUT SET 77?USSES USING THIS LAY®UT • USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUS'S INC _ 3105 Oleander Avenue Fort'Plerde; Florida 3488,2"6423 800-551-5934i! - Fort Pierce 7724662012 Fax 77246&8711 Vero Eleach T72469-2012 Stuert '772-2863502 ' Ylts•ArchltocPs or Arahito """P drawinf, big ehoak"approve! Is Nor, tative•s The contract., floahafl r for c of sea contractor. oa or eonehu 'tion rr�emuremmnin tnsibs andse reviewro! truss cove a general ro Architect's 1 ass strapping, and f shape' structure from ravitY an loading on their d up!ift load._ 'cetive Ieent;ons- an APProbed Cdle:_ . Braley 92.0/93.2 MITEK 4.2 �'racYcn A„•. ,--�_ DESIGN CRITERIA County SAINT• LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 o del Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Roof c ' Loading in PSF Roof R.D.L. w �I Top Chord Live 20 E w r Top Chord Dead 7 4.2 d ` $A Bottom Chord Live 10 Non -Concurrent - -,)I Bottom Chord Dead 10 3 R TOTAL Load 37 7.2 la Duration Factor 1.25 cc Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 of zW N to Q GARAGE RIGHT 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11324 Scale: 1 /4 = 1' 83 total trusses, 27 different trusses. M14: SAE ACAD: SAE Reviewed By: Date:07/19/12 Revised:03/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M11324 d Cord% Jhia -75&30