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HomeMy WebLinkAboutBUILDING PLANIN 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 IN" 1=?Wish Columns with 5/8" thick x 8"w cut 5/$" thick cut coral coral finished stucco bands finished stucco bands LEFT ELEVATiON Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood sack 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 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 11EGRES!�I M — — — — — —1— — — — — — — — ` RIGHT ELEVATION 5/8" thick light textured stucco on typical concrete block construction u 12 SLOPE 1,4 �— — — — — — — — — — — — — — — — — — 0'-0" =Finished Floor 5/8" thick light textured ' stucco on typical concrete block construction .7G.fiLII: 1/11 - I-V- 2" x 4" top plate base -board Interior Non-Bearin O.H. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651,12 24 ga. 5v crimp metal roofing attached to plywood deck using 49 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced iI_ at all Ispa_and-twoaataggered�rows 12" o.c. in field. Attach 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATiON 5/8" thick x 8"w cut' coral finished stucco bands 1/2" drgwall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. 2" x V P.T. bottom plate 12 4 1 SLOPE, SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" CDX Plywood nailed at 4" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. ■ ii � �fl � ICI � ICI 11 FRONT ELEVATION ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE + REVI E W DATE l / PLANS AND PERMIT MUST BE KE ON JOB SITE OR NO INSPECTIONS) WILL BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE •�:�c+:' CONTRACTOR OR RECORD 4" concrete slab with fibermesh OR VXV #10/10 WWM on 6 mil Viaqueen over FILE clean compacted termite treated fill E COPY Partition nts Braden It Braden AI A, F"c}nne Building Corp. Archltects — Planners 411 S.E. Coconut Avenue Tel ; (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart_ FL S4994 #AA.0000032 Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building_Design is: Enclosed Risk Categorg: II Wind Velocitg: III mph ultimate Mean Roof Height: II11'-OO" Roof Pitch: 4:12 Internal Pressure Coefficient: ±O_I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification; C yg ` oATd� 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL: O.6DL+0.(PWL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.6/-84.0 pat Components t Cladding Wall End Zone Width: 3'-'4" Components E Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pat Roof Zone I Wall Zone: 5. +35.8/-41.8 pat Walls Zone 4 Components E Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3pat Shear Walls Considered for Structure? yes Continuous Load Path Provided? Roof Zone 2 es Walls Zone 5 Are Components an Cladding Det� Provided? Yes END ZONE Minimum Soil Bearing Pressure:2.500 psi. Presumptive: X Bg Test: psi This Building Shall Have the Following: m = Corner Zones APPROVED SHUTTER& X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: '-- pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: —'O— pat FLOOR DEAD LOAD: 10 pat JOB ADDRESS: Model: REAR PORCH LEFT Date Drawn 12-b-I-1 Drawn bg; C.C.U. Checked by: D.R.B. Revisions : SCANNED By Sheet I Comm # OF 5 115-158 FLOOR CLAN Recess top plate Val x 3/8"d 4" for steel support angle \ C R A C. H P O C. T DETAIL 8Be detail an this sheet TYPICAL NOTES: SCALE 1/4" = 1'-011 N.T.S. C 1. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter proeeeding with work steel crash post. Fl11 oor Steel countertop support sngle Counter top - verlfg type with contractor 12" x 12" Concrete column 2" block filled with concrete and (2) #1 bars Vert. tied Into lintels above Flange with 4 - 3/8 Install 0 fron each and and J Base cabinet 1 !4 1° 2. Contractor to STRICTLY enforce ALL OSHA Requirements, expansion bolts Into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 5o ksi steel plate) see angle detail a minimum 1,400 P.S.I. fiber stress. �„ at IL"eii.c. studs 4. No dissimilar metals to touch. H H 1/2' drywall 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 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 1 6. Drywall at ceilings shall be leveled and attached to bottom chord 13, of trusses with screws per FBC R102.3.5. -1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance With the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 6" 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F,B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C19, C4�5, C514, Cil C931 C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102,3.5) Drywall Thickness Location Orientation Framing Member Max. ftica Nail smog options For Spacing of assaanarn installation of drywall into Maximum Nails Scrrwe wood framing member& 2 x min. thickness Ceding Perpendicular 24" 1" 12" 13ga 13/e" long with 19/64' head 0.098' diameter x 1 1/4" long „ Y2 annular -ringed or Sd cooler nod Rx 0.080" dia 1 5/8" long with Walla Either IL" ex IL" Direction 15/44" head OR Gypsum board nail 0.Oil din. x 15/8" with 9/32' head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8" long with 19/L4" head 0.098" diameter x 1 3/8" Iona annular -ringed or Ld coder nail s 0.092" dia. xR 11/8" long with Walls Direction 1L" 8x 16" 1/4" head OR Gypsum board nail 0.0915' din. x 1 1/8" with 19/114" head. 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 ggpsum backers in accordance with ASTM C1288, C1325, OR CII18 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 accompanglng 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 Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underiayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails %aced 6" o.c. at all laps and two staggered rows 12" o.c. In field. Attach eck to trusses using attachment detail on this sheet 2" x 8' PT wood plate 0 i KITCHEN ISLAND FRAMING DETAIL Ob 35'-O" Filled cell under girder above O I � RORCH WIRE LATH t STUCCO CEILING YZ„ 2 °O 11 ==lI1LLJO EGRESS 13'-11" © ° MASTER BEDROOM 8'-0" A.F.F. Flat Ceiling I s ° I ® Vanity to be 34 Y2"high 8'-0" to 9'- " AIF.F, Vaulte Ceiling _T Rod t Shelf in 4„ r 1,-3„ GREAt ROOM `r I �I OSE� I u UI °I I �^ au q n I L Rod t Shelf \C n. a u@� F N , a I all,0 WAf HER DRYER 2" - O-'j O I LAUNDRY �, (Do 8'-0" o T-8" A.F.F. I i+ Vaulted Ceding I o n DINING ROOM I 11 3 Y,�high b 42" O 18" O 3/8" thick steal counter tops to cou ter top supports II overhang wall 1.5" v I I 0" _3" 4" 90- „ 9 counter t a to eq. eq. overhang wa 1.5" L- Ln Q° PANTRY cn m cAe l- I OW ° +41" high wall SECOND m KITCHEN BEDROOM o 1 _ 8'-0" to 9'- ' A.F.F. - I88'-O" A.F.F. O c) Vaulted eiling I r, Flat Celhng - Upper cabinets to extend over Ref. r ICRo 111.1"E NON VENT REF. ° H3s' cIEAR ,� 24, O \ .B. L - - - OPENING m a- ry r c41 A/C W.H. x-II sect. Insulation O - Provide auto O #1 ° 4"4 Steel Ballard T THIRD See detail on tlms sheet closer O in _____ rW1 BEDROOM r 22" x 54" I > / l Attic Access I fi G� 1 I ' L _ with light Q I i r O ° - - I i+l 8'-0" A.F.P. _ 8'-0' A.F.F. Flat Ceding \ "\\ Flat Ceiling ' Simpson HETA 20 or equal ` GARAGE J hurricane anchor at each truss 12 Masonry Beam COUNTER TOP BRACKET DETAIL with (10) lod x 1 1/2' Tads PRE-ENGINEERED TRUSSES I" x V P.T. Buck nailed to ( 24" o.c.) supporting Max. 4 I- at 24"o.c. TYPICAL block with case hardened nails ° 18101be. uplift prior to door attachman (shop drawings by manufacturer) � Block wall m Install SGD thew buck Into g raga to be 101 MT Fil ISIL226 '' block with 3/IL" tap -con with - k \` Q ,, p tv struck bloc (� ''.;- 1 1/2" penetration at 6" O.C. max. 2 -allO R-II Bette Insulation Aluminum Drip �� ]�R-30 blown fiberglass ;._?.. L;;,y.:;•.cy.,;, from each corner and 20." o.c. max Edge I Fascia m bottom chord of trusses r`:i ` "5:, •;.:,:::, ;•:`;:: thereafter at head per product approval 6 -4 I50 Amp Provide auto EMERGENCY closer Panel ' I/2" drywall with smooth finish ° r - - - l EGRESS r-----'-----------1 2" x b" Sub -Fascia u O O o I I I l Two rows of beam block filled with concrete t+ 3, and (1) #5 bar Cont. in each row. Substitute Use 3 p tap -con with I I B I Fi Kaycan full o vent vimill soffit installed recast lintel filled with concrete and (1) #5 I from penetration at L" " oc. max. I I r I II u p from each corner and 20" o.c, max 1 I I using I/na ilia shank x I ie long goer. bar coot. for bottom row over openings roofing nails with 3/8" ilia. head per thereafter at sell per product approval product approval -see chart sheet #I 1/2" drwall over I" x furrin" O I I ICE O L F CART 1 strips all[ 16. O.C. with R4.1 P-Il I" x V P.T. Buck nailed to I I is I I insulation on typical 8" Block walls block with case hardened nails it I I I GARAGE 5/8" thick fight textured y All dr wall to be installed per FBC R102.3.1 Head prior to door attachment 1 I I I in I I 13'-O" stucco on typical concrete T and sfiall meet all pertaining ASTM codes. block construction bO Mortar to be Type M" only proportioned per FBC R601.1 (] ° - - - - _ ° and Mortar fonts shall complll y with FBC RL01.2.1. "`'''``' ' O O O O IN=Provide Dur-O-Flock at all wet areas (ex. showers tubs etc ) fixed door ° ° s VTR MASTER BATH 2' I I ti I KITCHEN 2I ���� I LAv-1l sun-1 l I� AAV 2"41. LAUNDRY 2x i 3" I I LAY-1I 2„ I I I I I I LAY-1 2- 2x iwv-r 1 2" 2' L_ "1 `' J 2° aHM-1 3" 2` 2' 1110-1 I Ij r 2' T- e.rwr BATH #2 3" C.O. 11 SANITARY RISER , 3 Window Schedule Mark Size ROU h O en. Window Descrl tlon PRESSURE ZONE I. 4'-5Ya"x 4'-L%" 54Ye"x 54Ye" Single Hung ZONE 4 2. V-2 Ys"x 5'-3 %" 15" x 63 Y4' Single Hung ZONE 4 3" 2'-2" x V-2'h" 21Yx"x 38%" Single Hung ZONE 4 4, 3'-1" x 5'-3Yd' 38' x 63'A" 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'-0" X 1'-0" 108' x 84' Overhead Garage Door ZONE 4 B 3'-0" X V-8" 41'%4" x 63N' Fiberglass Panel - Inswing ZONE 4 C e-O" X 6'-8" 14" x 81 '/2" Sliding Glass Door ZONE 4 D 2'-0" X V-am Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'h" E T-Le X C-8" Solid Core - Wood - L-Panel F S'-O" X L'-8" Solid Core - Wood - 6-Panel - Bi-•Fold G 2'-8" x it x 134' Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-84 Solid Core - Wood - L-Panel J 2'-6" X V-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction Attach buck to block wall with 1/4' die. Elco conc screws with min. 1 1/4" penetration at 12" O.C. max and 4" max from each corner thru Exterior race 2' x V PT Buck el well cries &a Wood screws thru jamb into buck Detail at Door prior each hd 15 oogs anmax and rim to ding attachment nil NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION O F Install windows thru buck into block with 3/I6' tap -con with 1 1/2" penetration at V o.c. max from a ch corner and 20.' o.e. max tlKreater at ,Iamb& and 20' o.c. max Exterior face at head and all per product approval of wall - Buck to be r x 4' PT O V arles I"x4" P.T. Buck nailed to lock with case hardened nails Detail at II�Indows prior to window attachment NTS 12" Verify attachment hole location with GC prior to fabrication 3/8" thick steel bracke ....:..:.. #5 bar Vert. w/ sliding door .;.,.;t;;:, 30' overlap Fill cell with concrete and •L 2'-8" 9'-O" 2'-8" L'-4" s2'_8„ q'-O" at each filled cell (1) #5 bar vert. (typical). Masonry Wall Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for 1 1/2" Base sprang at openings rc. .•:.. Bottom Track :".:.. , Typical Flooring 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over Bill Install SGD thru buck into clean compacted termite treated fill Sliding Door with I " tap -con penetration at 6" o.c. h max. I I/2" Detail Grade w from each corner and o„ 2 .c. max f b thereafter at jambs per product approval Jamb • ' III-1I-IIII IIII At Masonry Wall NTS =IIII=IIII __ I -_=I -IIII=IIII I I I I I I I I I -III I II, ��j1- Braden t Braden AIA, PA one Building Corp. =I Architects Planners -IIII IIII i 1 14 x 14' S bars Concrete footing with (2) #5 bare 6ont. and #5 with 41'1 S.E. Coconut Avenue THE I I I I j�l O R. transverse bars e�k 48" o.c. Tel (Z�2) 28-i-$258 i`1 I 1- I w I `l �7 T Y I C A L SECTION Fax : (112) 2 I g1-8283 Spanish Lakes Scale I/2" = I'-O" E-mail: bradenaia comcast,net Sp. Lucie Count Florida y c+„a + a1 stsaac Rear-nnnna� OD Q W a' W s W I- T in Ir I 3 E 3 9 l 3 E Square Footage Breakdown Total A/C Space = 1,�53 eq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft.- Total Cubic Ft = 1,4,024 under Roof Total = 2A84 sq. ft. MODEL: Date Drawn Revisions Sheet Comm # 12-6-11 REAR Drawn by: l�-ls8 PORCH c.c.u. LEFT Checked by: D.R.B. OF 5 .7 I r�l.lL. I I..I �/"tL_ IX�./ I =%-D I• ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OIL NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS S. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 96% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING A5TM A-I6, 4 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSi IS. ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at Showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-0" to 9'-11" 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 Sol l test prior to construction and provide a copg of Soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade (0, meeting ASTM A-I6 and A-35 Specifications. ALL Anchors to be A-30-1 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 veil_ w/ I SEE TYPICAL 30" overlap �Jlll,ll I __,SECTIONS at each filled cell 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade " I I I i7l, I11I— I 14"w x 14"d concrete monolithic I„ 11� footing with (2) #5 bars cunt. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I`O" 4" concrete slab with fibermesh OR CxC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. IQ 101, (21 #5 bars cont. bottom steal 12" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 16, below finished floor Verifg house slab height in field Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description �ff 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS QM.Wx With with 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" FL 12"W X 1811D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill ®m== PORCH SLAB EDGE DETAIL SCALE 1/2" = I'- #5 bar vert_ w/ 30' overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope.N**� $ VXV #10/10 WWM on 10 and Visqueen over #5 bar in curb clean compacted termite treated fill 0'-0" m F.F. Grade 1711. ifil I. "— 1 I •III —I i i 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" nf=s GARAGE CURB DETAIL '; — 30"x30"x16" concrete 11 I1I1 I = column footing with (4) 45 bars each wag 30" COLUMN FOOTING DETAIL Y01C"0 J SCALE 1/2" = 1'-0" '4" concrete slab with fibermesh OR Cx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 777777 it (2) #5 bars cont. bottom steel 4GE STEPDOWN SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 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 Garacie Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 4+5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location ;• -ems'., >: Double Filled Cell Column Single Filled Cell Column NTS NTS f------ 12" x 12" concrete column block filled pt• with concrete and (2) #1 bars vert. tied I O Into lintels above 4 12" 8'-I0Y2" m lot- Olt F4 sf cv L— — ® r — — — — — — — — — °T ®— — ° Filled cell under I FI girder above I o I FI I 0 p Rear Porch Slab to L FI I II W be poured separately 1 Ofrom House Slab. ° I ry I I � � N gg I I to M I 24"wcxel4""d footing if ZL\under filled cell QQ ° ° as ° ° I under girder bearing. O I FI Rear Patio/Slab to FI be flush with bottom of sliding door recess. ° I Slope I" I i I I I —i FI —i I -i 1 1 _i ° 'I i I I I 1 4" concrete slab with fibermesh OR �m Cx6" #10/10 WWM on I. mil Visqueen over Uclean compacted termite treated fill V- avn r aN I ° I A9HER DRYO I of i 1 —i I _i —i II ° I °' I FI I v uU •r J ri I I I °I I° o I I I ;- m Kl I I OW ° o i- I I I I t- Il °I I� I 4" concrete slab with fibermesh OR FI I Vx6" 11:10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill MICROWAVE NT I °� ° REP. H.$. Q ss" GLEAR I 00 b OPENING I r--- -- A/C W.H. --- v #I 4"Q Steel Ballard I I See detail on this sheet , I I I I I I �I I LU I 11 1 I Io I W Io °I I °I I I I I I L— — — — — — — — — — J ° O 1.5" Recess for(TEE O Garage Door Braden Ill Braden AIA, PA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE � I I I I j�l j'1 9B Tel (112) 281-8258 _ I ' w I `� +-� SIC Fax (112) 28�1-8283 S anish Lakes E-mail: bradenaia comcast. net Danish Count �lorlda gt,,mr+ FI OAAggL 3tAernnnn7t7 y MODEL: REAR PORCH LEFT Wl I I>/ I ° I Io F) I Meter and panel �%6 aM either side of ouse field verify N L L N service location —i r-, IF I� W ILI 4" St p I O I w I Z �I b I o I 1 ve4 o----------� L _ ° O.A O .5" Recess for D C zn Garage Door )ate Drawn Revisions 12-L-11 Drawn bg: C.C.U. Checked bg: D.R.B. I Sheet 3. OF 5 Comm # I5-158 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Flgwood 4. Use nails or screws baligpid on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener ressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 '4" 4" 8d ring shank 16 psf Zone 3 1 It " 8d ring shank 84 psf K1111** Zone 3a 6" 6" 148 wood screw 112.5 pelf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide #5 bars 48 bar ROOF F L A with min. Provide #5 bar set m re -cast diameters overlap into beam. Tie p lintel into beam where length or Scale 1/2" = I'-O" filled cell steel into continuous beam block steel, the opening calls for it. - Overhangs - Roof pitch at at 1'-0" unless otherwise noted On this sheet 4:12 unless otherwise noted on this sheet Provide Cast -Crete SUS-OB/OT precast lintel act in mortar-. Min. 8" Bearing r, it Provide PT Buck . ;1..1 attached per iamb •.;l details into Pilled cal 4" Pre -cast r;}' s.1•'1 Bill A t> {.I 1 ;" Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the archrtect for approval in writing prior to starting construction. o - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior Poured Felled Cell 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 o r- Provide #5 bars with min. 48 bar Ul dimeters overlap in filled cell. Tie Pilled cell steel into continuous Tooter steel. - 2•4-. CBS WALL Scale: 1/2" = 1'-0" Me�lcrna Anchor Per Pawed Concrete or / Ma ufecturers Specs concrete black wall t w/ ,I/4'Max I n Aluminum Panel I Sizes per manufacturer j. See Tusecal Stud Detail c 1/8" x 3/32" Wing Nut w/ SINGLE PLY REAR GIRDER TRUSS per manufaiatcturer's washer and spacing > per manufacturer's Details r I+ y 091' Nad 2" x 4" blocking to Vert. leg or �@ true* with IOd x 1.5 nails at 4' o.e. I m Verify with Plan �r Install Simpson MGT into wall using I n Concrete 12"x 12° ry 5/84 die. threaded rod set min. 12' i =` Lintel into met beam and (22) 60d nails into true* 1 Column Block 1 I leis - Stud : , :.... .. `� ,. Poured Concrete t i NtP Detail concrete blackwallI Stud w/ Dee Cant Nut #,Zinc Nickel Plated Wing Nut yr Rebar Concrete Anchors Per z• Manufacturers Specs Rebar 49 Bar Dia. TRUSS BLOCKING DETAIL Min. overlap AT GIRDER STRAPPING Flush Mounted Shutter Detail Column to Lintel Attachment AT CENTER BEARING POINT nts NTS 1/8" thick light textured stucco installed per ASTM C 92G over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 141/37' COX Plywood nailed at 6 o.c. in field and edges with 106 ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 2L wood" 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 Pelt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps end 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 \` Additional Precast Lintel 11 "A" n #5 bars Lintel Bar ClearB ?! : CLEAw Length Length Span Bars Bars 2,43 none 2,43 none 8F6-OB/IT BF8-I5/IT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none U5 bars MEAN j;*!,:,: .y�,.'• .. 4'-LI' 4'-4" 3'_2" 2,u3 none •s� :.r:� no Raw of "H" Block Above 4" S'-5'-2" 4'-0" 2,43 none (.• " i^. ;,i.,•I 5'-10" 5'-8" 4'-4" 2A4 none Precast Lintel Additional 1 2,#4 none #5 bare 1'-b" �'-O" b'-2" 2,tt5 none BFIL-IB/IT 8fIL-IB/2T 8'-4" 1'-10" 1'-0" 2,#5 none NOTES: I. min, coverage or steel=1.5" 2. min. bearing required a ea. end=S" ALL reinforcing steel is grade 40- 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Greta Specification Rams of 'H' Block Above " Bottom steel S1YQ Top Steel sise Man Gravity Load fPLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-L" 8118-015AT I 1 95 3001 150 1024 L31 2'-V 3'-e 4'-O' 81m8-OBAT I #6 25LI 13L3 1L3 L45 4'-5' 5'-10' 8P8-015/IT 1 #S 1 1105 1 909 3311 L50 5'-O' L'-L' BF8-05/IT 1 #S 1238 835 121 LLO L'-8' T-V 81=8-OBAT 1 #£ loll 121 634 L80 V-0' T-4" 8f8-I5/2T I #6 2 #b 152 591 512 L90 T-Om 10'-L' 8f8-IB/2T I U5 2 #$ L43 530 401 190E all 10'-L' Srl6-IB/2T ONE 1 $5 2 #$ 053 1183 401 LI00 10'-O' ll'-4" 8128-IB/2T I U5 2 #S 582 494 452 LIOOB 10'-0' II'-4" 8FIL-8/2'r ONE 1 #5 2 #5 13LL 1028 462 LI20 12'-0' IV-4" 8f8-0/2'r I U5 2 1 95 411 428 324 L120B 12'-O' 13'-4" 8FIL-IB/2T ONE I u5 2 #S 1 1016 110 324 LI40 14'-0" 16'-4' BFIL-IB/2T ONE 1 #5 2 #3 1 1250 409 259 LILO III IT-4' 8f8-IS/2T 1 #5 2 #L 1 300 192 1 194 LIOOB IL'-O' 11'-4' 1 8FIL-I8/2T ONE 1 #5 2 #3 1 450 500 144 - 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, ANO SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson META 20 or equal hurricane anchor at each truss with (10) IOd x 11/2' nails - ( 24" o.c.) supporting Max. I lolbs. uplift Aluminum Drip _ Edge E Fascia 12" 2" x 4" Kaycen full o vent vmgl soffit installed using 1/8 dia shank x 1.5" long galv. roofing nails with 3/8' dia. 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 looter IL" below finished floor V 12 4 horizontal wood into vertical m Aluminum Drip Edge I. Fascia Flash and Counter j flash Nail ledger to gable end truss with (2) IOd de at each web /8' hi -rib lath and vertical wood "I" to provide instretion into and 3/4' penetration ma members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan tt5 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 - a Slope per foundation plan Tublcal Brace Gable end With 2" x 4' SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss FIRE -ENGINE ER4_D WOOD TRUSSES \ 9 24"o.c. TYPICAL N ( shop drawings bg manufacturer ) LU R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete end (l) #5 bar coat. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at IL" o-c. with R4-1 Pi-fod Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 1 and shall meet all pertaining ASTM codes. io Mortar to be Type "M" only proportioned per FBC RLOl.1 and Mortar ,joints shall comply with FBC RL01.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (I) #5 bar Vert. (typical). p Max. spacing shall not exceed Wood 48" unless otherwise noted r- Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill IIII-IIIMIlN]l lI �1e l e III e e iIl I— Provide downspout 111 II1111 IIII-\ FI 14" Section at Front Forch Scale : 1/2" = 1i-0„ Braden it Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : 1 B (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia®comcast.net strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' die, into threaded beam either rod with min 12" wet set or in embedment epoxy with hurricane anchor at each truss (22) Iod nails into truss. Add leg detail blocking to this ( 24" O.c181O piportingft X. IE r truss per on sheet � q 2Q bbS. Uplll i�11 INAIN r1W0 PSWIN11 FARIWAOM EA Arm Plina washer at 2" o.c. rTax sbacino over ASTM Dammil PA 161 VAA i W-rillp NNW AV, 16, A rAm. Wriaimerriv. inruniou MLA min. -r Blue op on resistant tin caps and with 1.25" rungashank malls and two st aggered . rows 12" o.c. in acirrait--dotat on this shoat PA Attic Access With light kr Rule EF—FlU EN QH ETA 20 Q-META 20� Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide downspout ( 2411 ox.) suppporting Max. 1810 1 S. uplift Wynne Building Corp. THE WINDSOR Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH LEFT )ate .Drawn Revisions 12-4-11 Drawn bg: C.C.U. Checked by: D.R.B. I r� � X ) �) a N =s N F_ Na3 U W oO N 7 t IF_ Sheet I Comm 4 11"4. 115-158 OF 5 PANEL "A„ Poles BR Load Wire Description arc* are# Description Wire Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 2 3 4 JkwS0 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 2 1 20 1.6 kw #12 Pump 9 10 Dr er a10 . 2 II 12 1 20 1.5 kw #12 13 H Dishwasher $12 1.2 kw 20 1 I 20 1.6 kw #12 Microwave 15 It Refrigerator $12 1.2 kw 20 1 1 20 1.5 Ike #12 Kitchen S.A.C. Il 18 Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts $12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts 012 - 20 1 I 20 1 O.el ku #12 Garage Door Opener 23 24 Recepts 012 - 20 1 1 20 1.4 kw #12 25 26 Recepts #12 - 20 1 1 20 1.92 kw #12 21 28 Recepts 012 - 20 1 1 15 - #14 General Lighting 24 30 Recepts $12 - 20 1 I i5 - #14 General Lighting 31 32 Recepts $12 - 20 1 I 15 - #14 General Lighting 33 34 Exterior GFCI 012 20 1 I i5 - #14 General Lighting 35 36 Bathroom GFI *12 - 20 1 1 20 - #12 Smoke Detectors 31 38 General Lighting #14 15 I 1 20 - #12 Bathroom GPI 39 40 General Lighting #14 15 I spare 41 42 1 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting, (3, watta..sq. ft.) Smell Appliance. Circuit(s), , .................................. R enfl4 .............................. I ........ I ................. RefrigeratoF.................................................. Microwave ......................................................... .Dish .Washer ..................................................... .Clothes,.WAai let ...... .............................. Clornc�s..Dryer................................................ Water. Heater ................................................... Water Pum. Garage, Door Opener.......... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I ['SOO 1,500 I 1200 1,200 1 1.200 1.200 1 5,000 5.000 1 4500 4,500 I 1 1800 1.800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,966 Electric Heat or A/C 10,000 965% 1 10,000 10.000 Calculated Load Watts 30191L Volta a 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI rotected. 4. ALL exterior outlets to be WP/GFI protected 1. Recessed cans to be installed per NFPA requirements- 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM16O2 10. A/C Refri r nt lines that are run thru slabs must be sleeved in t�el/� 11. ALL A/C Equipment shall compig with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fulig operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears From the date of acceptance or certificate of occupancg, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and teleehone comDanu. 3 TON SEE MANUAL "J" and Energy Calculation for Unit into AiC ioi2/O Aluminum feed I V Conduit 20 PVC A/C disc. IS PANEL 2" rigid service PPI_ I to"#'S eom.`PPr'erar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS L - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effective[y grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and instal[ all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from ang other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Drger Vents to be Installed per FBC RM1502 PORCH 141 CFM IOx1Ox1 GREAT 141 CFM IOxiox1 DINING I ROOM I - I - DW 141 CFM IOxIOx1 -♦♦ 12" 124 CFM IOxIOxL /MASTER BEDROOM 12xl2x10 B/A 124 CFM j�/r--- ---_IOxIOYA L_J 1 124 CFM I IOxio KITICHEN 1 IL" MICROWAVE NON -VENT 20x2a O 39" GEAR T 1Kri�,- 1 L - - OPENING in - - �'�.el I 0 I 114" W.H. 4"0 See Opt Steel Ballard detail on this sheet I I I I r 22" x 54" Attic Aaron with tii light I O L J I Q _ 2� ex4x� 48 CI' GARAGE r-----------------1 I I I I I I I i I I I I I I I I I I I I I I I 0 WASHER DRYER LAUNDRY I�/JI LT C 8x4x4 50 CFM IL CFM 8x4x4 II"I CFM 12xAxl 1 SECOND BEDROOM r w 12x12xS B/A THIRD BEDROOM 100 Clam IOxLxL 150 Amp Panel GOLF CART GARAGE I I I I I I i i MECHANICAL LAYOUT THERMOSTAT LOCATION 'iOS: i O Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast. net Stuart. FL 34991. #AACO00032 _i l ll Vent thru-saint flit i Install oulet under disc. not shown for clarity WP GFCI U Q PORCH \` 7 WP GFCI rI CIU I -- MASTER BEDROOM I 1 / GREAT ROOM LOSET I \ I \ 1 \ C \ WABHER DRYER I \ I \ LAUNDRY DINING I \1 ROOM 1IN 4 I M / / PANTRY CAB 1 NI arcl I ITCIHE� II 1 GFG'I 19 1 RgWAYE ,,r� .Nt7N-V@NT RI O 8e• C L _emL El#/ W.H. GFC4"4 Steel Ballard 00/_See detail on this sheet r - - - - - ( 22' x 54" Attic Accon.- - -5L_ sathj%K I m1 J / I OPTIONAL PANEL LOCATION GARAGE 1\ SECOND 1\$EDROOM 1 THIRD ---BEDROOM \ GFCI \ \6. GFCI to ernsr\ i r------ --®=------i 1 Garage \ I Door Opener I \ Wire For I \ Front Post i i 11 Light I I to garage inghts 4FCI I 1 UJynne Building Corp. THE UUINDSC Spanish Lakes St. Lucie County Florida wP GFCI GFCQ r 150 Amp C / GFCI Panel L' ----------1 Garage Door I Opener I GOLF CART GARAGE I GFCI I -_ ELECTRICAL FLAN O Post Light with Tr I Photo cell Center Post Light SCALE: I/4" = I'-O" between driveways MODEL: REAR PORCH LEFT lttic Venting Calculations otal Attic Space = 2101 sq. ft. BC 2309. tenting Ratio 1/150 = 18.00 sq ft. requirec 'rovide A Continuous Vented Soffit Date Drawn Revisions 12-L-11 Drawn by: c.c.u. Checked bg: D.R.B. Sheet F- OF 5 Comm # 15-158 ®=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'—O: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less Al 30' to 60' Span 60 degrees Spree er Bar % or less 1 /2 __0 1 !Tag f—Approx 2/3 to 7�g Line span approx. tine 1/2 of span REFER TO BCSI REFER TO BCSI truss must be set this way If crane used. Truss must be set this way if crane used. T,ss a a� example, your toss m.y not -.tch. This is an example. truss may not match. nest crane operator sets truss 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 A are installed. A AI FZ HAN p�ER NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Nails must be as shown. GOO, tabs o Dome angle nails. SEAT PLATES BY CHAMBERS H ICCI.TEa.6 [IIMFN610NEa ON UYW I =a OQ� ixE[iImGPF Ego v.ac "u L�OP`FP JnG S� L�-tTi'L a' CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY upset=1/4" heel=315/16' PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FCR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _ RANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH W- 1AR er BCSI & ro erl nailed to straps & hangers e braced p 9 I ®®®�'�\I�I�I�I�I�I�I�I�II�I�I�I�I�I®I®I® �''I /�/ r, r I I I ♦ V1,10 / `\I\\\\\!\\�I\\\\\I\\\\\i\\\\`!\\�\\i\\\\I\I\\\\,\\\`.\\\\!\\\`i `\\\I\\\`!f\\\\i\\\\I`, '•�I%//w//.I%//%.%///I��%I%//%:%/!♦////I;%///I%I%///l��I%////%///!%////I%////I%///!%///II.i/� �\\I\\\\ ii; I•. �;a /II 001 / I , e.► I I I __ GRA �j IV V GRA l rwt§K1E;AT10N AGREEbNgrrMENT' w ,t rRire s cAftnor tip aTm ty f tmbwde.awar+an rr!w.m.m�mar�a�tt�wkfo I 1:11 1111111i 11 - .1. tkJai vl�rPoen rin0o� b=ftnvn WICK y to ! wby �erryq� n,tl m Awh �'oe i'emilhdo* of dolmy ft mow'ck � oc led "� pCn. aro�bwe jin ',�w�.W. 41 u» p0g �. ThZ=111 red adolowlsdpea txelpl ar tea OAoi�' 0 ^• d°r+M w'�"tna, "Q DaNay b m pb Wb. a b the bhgars'relhpo,ekr�, b mike 0 MTYIa Wrpq• did, rimy. Qhrnbrs T� ho tM wb wprm dgemia 1M add9ts for • dsBssPY• Chmnbers roes fNR le The buyer b rwpseibb far addmorh■t dsd sY sspaees r O ,h y °nh'• bseaealob 11111111 b riot Prepared for dsrvay a blyar b not Ihfepsed far hq b W Bhgsr li rnpons6b m Ch.nba. Toes br mnihy cosh due m Wb dAray °f - 0. Prlos u shhown 4 paragrapth 7 boos, b subject m tibrhps s ay as.nmds V"..tsyotL^ 60 per floor fall for ta,. may b, d Dyad cr cnmm�«a row. h T 7Nr b ■ PURpiASE ORDER m Charhbers,Tnes ofrro sum altreed a,, a tl slprssnsrd a nwarrWs prks, Invoice eta be nude on deNary and pant alRtirh tenor a( d Of � � � at sdlea+ea aam be "my r boyar went a=pt ahariey's fey foroarembrb h avant' o( Waslint'�"�: to PM Ohembors.'r raoornrb coups tr0 bs added 1hrY stuns not p � n°wla• t.t2 %permprb, sobv� • 0. Slptabas ar bhllab ahhywlhse an outs Wiest ooreladas sproant 81Mloondlitionalkenre baaib lo In corhslly quorh ffoln er. roe. w aedR llor this mWaW the hmderWp,hsp P+�!ses !myneri wlan due of WW and al !Idahledrna awed m Rldsbbmhess Indu�drq a°4' r.00 s. I da f rbt and Its hsd •aem m Ply such rsc ld"ll. sltomeys teas. a desaa h paymhrt for w4wW be made by the 14 Rt tM avant d any plpWlarl oahonnklg ado olio Rams hM11111 ed Molmda be 8*9 L&cb � t1oMLpay!'a'�'. "1° Pade..prae rwA fie aa. vase Inc mV such adjon we 1f. Desbprh rasporemtab. ors Pas •Natlanp SYerhdard Aed ��„� On - ANSVrPVNTr.A4.20D2—' UstiO MetalPbb Curulecfsd Wood Tnaaas DATED •i --� Sfe 4ED • FOR Aaprsederbarm�rbereyt�iedper"BC9403"bpeuat;ir�uybdatttge, . = Ailultlple ply trusses must be fastened together per engliwedng ' ' .before they are set; fanure io do so can resultln roof tolbptts. Temporary and Permanent bracing are nqulred and ca saw gfe and property and Is the responsiblpty, of the trusts erector. 'Study the contents of the Information packet Included on dsl(very before astang utba es, . :'Mesas turf be setaM hr+cad pades�l b Pnyer!t i�try$ datrs@a, Tntsses must be set pitanb and square Do not ;set bunks or suck of plywood, roofing "canal or any Other 46wntrated loads on bt eses, thM can cause coMpse. DO NOT SET TRUSSES USING THIS LAYOUT .: 'USE LAYOUT DELNERM WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plarcl Fldrida 308244M 800-551-5932 Fort Pierce 77240&=12 Fax M 41IMP-I 711 Vero Beach - T72a68 2il Stuart M-12863302 ' 'rJhc Arc hitect'a et ArChfh,rt's fapwsaantakive's . - shop drawililil appteval ie MOT a . "deuhle ehftttk" NI thtt e6044a4ter. `rhe oe"t"detat ahan VOW&J" Meponsibie for eheahtng tltfld nkrarfawrYsawta and tither ®ensirug iswri erttt'atal. Architect's approval covens RHaefat roof shape, feVew of truaa atrappix"laxed loading on etruoture fret" gravity d ptttt toads and their reap e! ations. Appro Date. ved Bye 44 t7 rodeo a Braden .t .A.- 92-0/93.2 MIUX 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MW=RS/C-C hybrid Wind AS( Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. .. Top Chord Live 20 T� is _ Top Chord Dead 7 42 c� Bottom Chord Live 10 Non -Concurrent s ., Bottom Chord Dead 10 3 • e , _ TOTAL Load 37 72 w I Duration Factor 1.25 I Wind Speed 165mph W T Top Chord C.B. Sheeting by builder. `v R Bottom Chord C.B. Sheeting by builder. °b Highest Mean Height 151-W 11�- Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L. Restrain Dead Load C.B.=Contiuwous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. / Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Tnuss Ina Drawing Name: M11392 Scale: 1 /4 = 1' W 82 total trusses, d'lfferent trusses. MI 4: RLC ACAD: RLC Reviewed By. Date:10/07/15 Revised:0321118 I I I I V/ FOR ' 14'-4" ' sue(• ' 1a'-4• __ - I 1a a• ' 6•-4• ' 1a a• ' WYNNE BUILDING CORP. INDICATES LOAD BEARING V xEQUIREDBYTRUSSES /'CLOU6ED AREAS ARE OF �% DESCRIPTION: HRIGHT PORCH LEFTUPPLIED BY BUILDER PORC /� SPECIAL CONCERN &MUST BE t 71' CARLTON 3BED REAR PORC E,rAHEIGHTOFa'-o" CHECKED CAREFULLY &MAY � /ABOVE FINISHED FLOOR PAGE 1 of 1 CUSTOMER INmAI_S EACH PAGE i INDICATE DEVIATION FROM -J PLANS. ,o``--- 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 t/r-nb r7 L)afii N 41 INVERTED %P WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) +V. r11210 1111 001 01piAl'0j00 �N FA 11 J5 J3 J1 41 INVERTED Y WEBS AT CENTER Wl9• B-C. PANNEL. LOAD W/ (2)