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HomeMy WebLinkAboutbuilding plansvile 6® y Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach 12 5/8" thick light textured stucco on typical concrete block construction �E ---------------------------% -------------- I �Ww Geo �ap 000.00"Geo Goo �00 G%mo GN:V*Cb'Q4 OT G, 'a, zse'o'� -1 -1 — — 12" HT.H. O' -- -- -- -1 - of 9W >'0^ wke[5FW� Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATION \5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" ELEVATION NOTES: 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 underlayment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced ' o_c_ at all laps and two staggered rows 12" o.c. In field. Attach . / v 6111�ti �uo wi ai Stucco On Lyplcal concrete finished stucco bands block construction REAR ELEVATION SCALE: 1/4" = 1'-0" I,'ONCEALED FASTENER'S OR A ATACHMENTS ARE THE RESPONSSLI'TY OF THE ('nl RACTOR OF RECQRD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED I f,LGE PLANS AND ArL PROPOSED WORI, ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESCARYIN ORDER TO CONNY VigTH ALL t9PLICAL*1.E CODES. 2F Ti N37LD>'0i� Tt�. r�vry r��y *3•,,/GZV d�lL. lsl►iM DATE i! %' L"LANs u D p_rjoLT Nfl3ST BE KEPT CN' JC'7 /8" thick x 8"w cut oral finished stucco bands — Overhangs at P-O" unless otherwise noted on Roof Plan — Roof pitch at +12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" //�� wood screws with self sealing washer at 12" o.c. max spacing over ASTM D Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 — A n (g changes to this plan shall be submitted to the architect (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and L" end 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails wood screws with self sealing washer at 12" o.c. max spacing over ASTM D f or approval in writing prior to starting construction. spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach (tgpe 2) 30 lb felt underlayment Installed with min. 4' side laps and 6 end deck to trusses using attachment detai on this sheet laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ALL Stucco Bands Into WInd OW or Door. 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. 12 in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 SLOPE 4 SLOPE 8'-1" T.O.B. 8'-1" T.O.B. 12" 12„ H H. 12„ 2„ ® ® ® ® ° 5/8" thick x 8"w cut H. 5/8" thick x 8"w cut ®®® 3 ® coral finished stucco bands El 0 coral fO.finished stucco bands 3 � I o ®®ITV ® /8I i 8"w Cora 5 hick x cut 5/8" thick light textured finished stucco bands stucco on typical concrete — block construction 5/8" thick light textured Flnlsh Columns with = Finished Floor — — — — — — — — _ _ — — — -0'-4" A.F.F. 5/8" thick cut coral stucco on typical concrete finished stucco bands LEST ELEVATION FRONT ELE\/ATION ock construction SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 2" x 4" top plate II 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 1C o.c. base -board II II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non—BearincI Partition Braden It Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenalagcomcast.net Stuart_ FL 34996 #AACOOOOS2 nts Wynne Building Corp. The Grand C Spanish Lakes St. Lucre County Florida 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: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height: II'-0" Roof Pitch: 4:12 Internal Pressure C-Z is ent: ±0.18 T4i� lnao Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C p Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.4DL+O.61UL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.L/-32.4 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls 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? Yes = Roof Zone 2 Walls Zone 5 Are Components an Cladding DetaT Provided? Yes END ZONE Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: M= Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: ­15— psf FLOOR DEAD LOAD: 120psf JOB ADDRESS: 3 Grand Camino Ct. Date Drawn Revisions : Sheet Comm # 6-23-I1 a r l t or GARAGE E Drawn by: j- C.C_U_ Checked by: D.R.B. OF 5 File Copy FLOOR F L A N CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to st high by 4' diameter steel crash post. Floor proceeding with Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t so k5i steel plate) a minimum 1,400 P.S.I. fiber stress. `" 4. No dissimilar metals to touch. 2r.2" 2',2` S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix <3/e" O 2,2" 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 0 0 2/' 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL Wall dimensions are nominal and not finished Wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for accessibility requirements. y; M�,-'2handicap 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage Shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 AC, C1396 be A C1002, C1041,C1111, C1118, C1218, C1395, or and shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizing options for installation or dr wall into Spacing Nails Screws Maximum wood framing mein 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Wells Either 141, 811 14" 0.080" dia. xx 1 5/8" long with Direction 16/64" head OR Ggpsum board nail 0.086" dial x 15/8" with 9/32" head. Ceiling Perpendicular 24" i" 12" l3ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or dd cooler nail / OR Walls Either 16" 8" 161, 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru 4108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within Floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin 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 #11451.12 26 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 (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attar:h deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss IZ with (10) x I I/2" HMIs ( 24" o.c.) suppporting Max. 4 1810lbs. upllft i Aluminum Drip - Edge t Fascia 2" x 6" sub -Fascia Kaycan full o vent vinyl soffit installed usingg 1/8' die shank x 1.5' long gals. rooFing nails with 3/8" dia. head per product approval - see chart sheet III 5/8" thick hot textured stucco on typical concrete \ block construction M 45 bar vert. w/ 30" overlap - at each filled cell Grade Wood Base TYPICAL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) ll blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (U 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 3*5 bar Cont. for bottom row over openings 1/2" drywall over I" x furrin strips at IL" o.c. with R4.1 Pi -foil insulation on typrcal 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RLOIJ and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). 'Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xO 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 14" x 14" Concrete footing with (2) 45 bars Cont. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" tom Masonry Beam sh&ng Door At Masonry Wall lW/ fixed door sliding door 1 1/2" Sill Detail NITS AREA CALCULATIONS Living A/C = 144L sq. ft.. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = II,SL8 2" VTR JAL I I I 21` VTR Master Bath 2• I Lev. 2- Lay. �• I 2" VTR W.C. I JL I 1 r Shur. 3• I Kit. Sink 1 I Kitchen 2 I I Lev. J 3' W.C. Bath , Septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall ypical Flooring Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max, from each corner and 20." o.c. max thereafter at Jambs per product approval J a m b Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%9"x 5'-3%s" 54%s"x 63i," Single Hung ZONE 4 2. C-2%"x 5'-3 %" 15" x 63 %q" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21Y2"x Wis," Single Hung ZONE 4 4. 4'-5All x 4'-2%s" 54%'x 54Ya" 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 s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X -1,-O" 108" x 84" Overhead Garage Door ZONE 4 B V-O" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 I/2" d°ee°`."e Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81'/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2`81" x 6'-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel J 2'-C X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction L, 34'-O" 2" 2. E 00 OO-FLEL IEO °° - 0 EGRESS Q 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above O Covered Porch 0 o - o-- 12'-a° O O N L-JIL-il ElI I I imE MASTER © I uUm BEDROOM I M n-oG _r -O" to,9'-8" A.F.F. `n F a oQ 8'-O" A.F.F. vaulteldCeiling LEu) Flat telling GREIAT o a ROM N I I � Rod t helf 1 0 H.B. I I <r r') Vanity to be i° I r I N ^ ccl 34'/2"hip b7 I A C L E I O 0 2" x 6" knee -wall 8I-O" to 9'-8" A.F.F. �M O W below rr r counter to I p I Vaulted Ceiling [DINING _ _ J R O O M CABINE Rod t Shelf ROOM O O s C ro ` ow- A T H `� 1 LU Q p ` Vanity to be O 34 Y2„high 1 O cli Q High wall m KITCHE� 3'-8" o 1_ Ven Dryer _ i through wall O t 1-1/2" °0 r+ I _ _ _ _ iv 8'-O" A.F.F. Over -hang �{ Flat Ceiling I - 0'-5" 4'-11, U B. 1 pper ca inets to D O extend over Ref. 3'-O"4" e'-I" n 2" filler I er. WE I E AT emng - - - L sU o O _Rod t Shelf O ® `� W.H. w -ISteel O E El a Ballard 1ee detail on t�i�s W I" I I 22i x 54' rc is > m F O u uto Attie Accass O I I N closer with light- I 1 L Loi Q 22" _ _ � 8'-0° A.F.F. Flat Ceiling 150 Amp Meter © i SECOND - ll GARAGE E Y BEDROOM O GREs i+l '-4" A.F.F. 00 M 00 _ Flat Ceiling Q Ci ° O O r----------------- I EGRESS Block wall in 0 Q garage to be 1 - 0 0 Q W Q 1 struck block O I f O O i I - C VER D 6 I I 12" x 12" concrete column block filled I4 6 I I ORC with concrete and (2) 1 bars vert, tie O into lintels above En I F O � 00 ry 00 OD 00 91_01, 3,_51. 2,_8„ 2,_8„ 4'-2„ 15'-10" 5'-4" 3'-4" 9'-C 34'-O" Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at W i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Braden ill Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia5comcast.net Stuart. FL 34996 #AAC000032 W_(.nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florlda Model: GARAGE LEFT 3 GRAND CAMINO Date Drawn 6-23-11 Drawn by: C.C.U. Checked by: D_R.B. Exterior face Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Uetail at Uoor Revisions : A D .crews thru jamb into buck •ige and 15" c.c. max and prior to door attachment NTS Sheet I Comm # 2. lip-ios OF 5 He Copy MIN.2 011 3. 4 S. f3 TRUCTURAL NOTES ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL iS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13. MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. I6. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR Il. FOLAD,4TiON FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 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. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 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 95 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'—I1" wide. Provide (2) filled cells On each Side Of openings from �'-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) �. 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 �0, meeting ASTM A—l6 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 vert. w/ 30" overlap — at each filled cell 4" concrete slab with fibermesh OR 6"xd" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Nr I ;Oils Fi W I— 1 11 11— = III _ 14"w x 14"d concrete monolithic footing with (2) #5 bars coat. 14" TYPICAL FOOTING DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per Foundation plan 12" x 12" concrete column block filled with concrete and (2) #'1 bars vert. tied into lintels above Top of footer 16" below finished steel Verify house slab height in field 7777777 30"x30"xl6" concrete column footing with (4) #5 bars each way SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE-, \ SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe_ 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL '�J>SECTiONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. 6"xC #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 0'-0" n F.F. Grade "'� IIII IIIli 14"w x 14"d concrete monolithic footing with (2) 45 bars cont. 14" GARAGE CURB DETAIL SCALE 1/2" = 1'-0" Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location 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 2" x 6" 3/8"ilia. PT wood secured x 6" anchor bolt with at IS" o.c. Braden t Braden AiA, PA overhead door track secured to wood jamb per manufacturer's product approval Architects -Planners Garage Door Jamb Detail 411 S.E. Coconut AvenueTel : (112) 281-8258 1BStuart. GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS -828 Fax : (i72) 28�-8283 (112) IN PERMIT INFO BOX ON SHEET #i. SEE PRODUCT E-mail: alai t.net brade499L APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. FL #AAC0t .net ° S----------�5 I �1Filled FI O girder cell under above 1 I 24„ (P 1 Rear Patio/Slab p 1 r to be poured separate from the house slab. I — I S m I SI Thicken footing to ,S I FI 24"w x 14"d x 24"L under filled cell I I under girder bearing. IEla 1EIC011 S E S �II -- —— \ -----�----- F --- m u U act Rear Patio/Slab to be flush with bottom of OW- a-0 III w F-N I sliding door recess. Slope 1/2" I t- I o i I;- I�- I 1 I h- IS O ( FI 0 ° 32'-8" I H.B. I� 4" concrete slab Cx6" 410/10 WWM on with fiber 6 mil esh OR V squeen over 10 clean compacted termite tr ated fill I 0 FI i I E I I — N jn � 6]/7/TE11MITE —a000 TREATMENT REQUIRED OWE 1 L08U 0 °F o A/C 'Vo Steel filled w/ Ballard Concrete®—, 1 O 1 O IFS o 0) L_-� o m E v>J I I I m�s = E -e I S E I L—� FI ooI° 1 \ I ° a ° \ I IN 0 I \ FI I u\pc N F51 I F5 # W I ,`--_--_---�0 O O -E SE " CL t o = I x 0LU F4 ILI o Recess for f22 F � — F4 � Garage Door — 00 — — — ° — — — ° — — — — — — ° ° J F 3'-5" 9'-O" 3'-5" 6'-2,� WLInne Building Corp. The Grand C Sprinish Lakes St; Lucie Countg Florida ;:;rIt nrn V with concrete and (2) #"f bars vert. ti into lintels above t, n FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 3o" x I6"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'0" Model: Date Drawn : Revisions Sheet 6-23-I1 Comm # GARAGE Drawn by: —r LEFT C.C.U. 31 Checked by: D.R.B. OF 5 IF copy R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" 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 Edge Field Fastener Pressure �yvZone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 14 psf Zone 3 4" 4" Bid ring shank 84 psf ** Zone 3a 4" 6" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan Rebar to Lintel 12 "x 12" column Block It -1 Rebar Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide Cast -Crete =.> BUB-OB/OT precast -_ lintel set in mortar \y Min. 8" Bearing Provide 45 bar set in pre -cast lintel into beam where length of the opening calls for it. Ir -- — J. ) -- -1'«--- Provide PT Buck attached per lamb letails into filled cl 4" Pre -cast Sill Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie 'filled cell steel into continuous Tooter steel. CBS WALL Scale: I/2" = I'—o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with IOd x 1.5" nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 46 Bar Dia. �'"- Overlap TRUSS BLOCKING DETAIL AT GIRDER STRAPPING t t C h m n t AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D T pa 2 felt paper using 8d nails. Substrate to be 19/3 CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MPG Sv Crimp Metal roofing FL 411L51.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" 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" ox. in field. Attach deck to trusses using attachment etall on this sheet Additional Precast Lintel #5 bars - 9 CLEAR Lintel Length Bar Length Clear Span "!fit" Bars Bars 2'-10" 2'-8" I'-6" 2,#3 none 3'-4" 2'-2" 2,43 none BPS-OBAT BPS-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,03 none #5 bars CLEAR •- C.l` 4'-6" 4'-4" 3'-2" 2,#3 none zone Row of "H" .) ''•'•":< Block Above ,:?• 5'-4" 5'-2" 4'-O" 2.#3 none 5'-81, 4'-6" 2,#4 none r Precast Lintel r :�? f oil t ..,."I' Additional '•i...'. i 6'-6" 6'-4" 5'-4" 2,94 none #5 bars ,�____� -O" 6'-2" 2,#5 none BFIL-IB/IT 810IL-I15/2T 8'-4" 2,45 none NOTES: ALL reinforcing steel Is grade 60, I. min, coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3, standard for reinf. steel=ASTM A413 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel Size Top Steel Size Max Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' 3'-L" BFB-OB/IT I #5 30L9 15L9 1024 L31 2'-0 " 4'-O" 8F8-08AT I u5 2561 13L3 143 L45 4'-5" V-10" 8F8-OB/IT 1 #5 1105 goal S39 LSO 5'-O" V-0 BFS-OBAT 1 #5 1238 835 121 L40 L'-8" T-V BF8-OBAT 1 #5 1011 121 534 LBO 8'-O" 9'-4" BF8-IB/2T 1 #5 1 2 #5 152 591 512 L90 T-0" 10'-L" 81'B-IB/2T 1 #5 2 #5 1 443 530 401 L90B 9'-O" 10'-6" BFIL-IB/2T ONE I #5 2 #5 1533 1163 401 1_I00 10'-0" II'-4" BFe-IB/2T 1 #5 2 05 582 494 452 LIOOB 10'-0" 11'-4" BFIL-18/2T I ONE 1 #5 2 #5 131116 1028 452 LI20 IT -On 13'-4" BF8-18/2T 1 #5 2 #5 411 428 324 L120B IT-0" 13'-4" BFIL-I5/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-O" 15'-4" BFIL-IB/2T ONE 1 #5 2 #5 1250 109 259 LILO IL'-O" I1'-4" BF8-IB/2T I 1 #5 1 2 1#5 1 300 192 19q L1608 IL'-O" IT-4" B!" IS/2T ONE I I #5 1 2 1 #5 1 950 500 194 - 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 RfEGARDING 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 4" Sub-Fasci Kagcan full o vent vinyl soffit installed using 1/8 dia shank x 15" long gaiv. 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. tiedT � into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer 14" below finished floor 12 4 Aluminum Drip Edge t Fascia Poured Concrete or concrete block wall Poured Concrete concrete block wall \\�1 Concrete Anchors Per Manufacturers Specs Flash and Counter flash Nail ledger to gable end truss with 12) IOd ils at each web 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood Praming with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing 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 a Slope per foundation plan `r I e Anchors Per Lurers Specs vf•'nax. �� Aluminum Panel Sizes per manufact urer See Tutical Stud Detail Flush Mounted Shutter Detail 7/8" x 3/32' wing Nut w/ appropriate washer and spacing per manufacturer's Details \ Stud Detail Stud w/ Dia cast zinc 9Te Nickel Plated Wing Nut IH' nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) U) N OU u cv az w Q JI . L Ts U. O s3 dQJ E N,o" L< L Brace Gable end with 2" x 4" SYi aft back nailed t of top chords usir nails at each true �R-30 blown fiberglass in bottom chord of trusses 11 -I/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitute p recast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" dr wall over I" x furring strips at IC' o.c. with R4.1 PI foil -insulation on typical 8" Block walls Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to 24" o.c.) supporting Max. truss ieg per aetaii on tnis sneet iit I H 1V 1810 lbs. uplift LLO L90 L90 O i 00 `?r B I L90if ;'• BI Lco W Q 12 : = ry I I ~ BI L45 ry I U ( 12" cn - 7 BI I I I I u 11 2 LOP 41/ Z c1) B1 V ,, Lo/� I Q v vI L 10 IVU� I I W N U).� Q�� I I o - a L31 BI I //BLto 7,- IN5 O L 1 — _ — v _ —�� _ _ _ Q I Gulf Coast Su I and MFG 5v Crimp Metal roofing FL #111.51.12 _Llwo screws with s If sealing washer at 12" o.c. max spacing over ASTM D 0)laysef TOel ashank 2 stened orr sionayeastantttiln caishand with 1.23"lain naild eck tc trusses usi g attachment de" ai on this sheet A#I BI — ----, ttic with lightu4 SLOPE L-----� toe 2 bttom 42 min.1 8'-O" MAX. Tg (2) IOd O I s I Z i C I� I --r_' 12„ I 1-31 BI I m I I BI I I I I I I I I 1 I BI O L45 BI o BI N Q to ul I j p imps HETA LSO o 2 BI O rrica e a hor t o truss 0 N ( 2 ' o.c sup Orti X. .i BI BI v 181 lbs. uplif BI 0) L908 LiLO All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601d and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and R O O F (D tt5 ppbar Vert. (typicaU. \Max ssha 48" unlessnotherrwi eonoted exceed Wood see foundation plan notes for Base spacing at openings — OVERHANGS AT I'—O" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with frbermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER if clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T E �IIIIIIIIII III —II IIIIIIIIIIIIIIIIIIII IIIIIIi -F SIII�-II '�rr fill I �Illl�lllll;l,llll =IIIIIII—III A .=1�IIIIIII�II, �.IIII����=�1�1=��� 14��1 Ills— FI 1111. ,IIIIIII�II� i`,II_I—i� 1111 3 T IcaI Section at Front Forch Scale ; �p „ = r o Braden It Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenai0comcast.net Stuart. FL S4996 #AAC000032 HETA 20 F L A N [�V w N ra x N r K OUrn N C: OL L ar 10 O a LL W 1- 0 to Fri u,.-0 otoou a o0 Q) pp uN L L � L H ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wes( nne Building Corp. Model: Date Drawn : Revisions : Sheet Comm # 4-23—I-1 The Grand Carlton GLEI-T RAGE Drawn by: l�_l08 C.C.U. Spanish Lakes Checked by: St. Lucie County Florida p g OF 5 'Fla Copy PANEL "A" Piles BRgkw#lo Description circ# circ# Description Wife Load BR Poles 2 40 A/C comp 1 2 AHU #10 31 kw 30 2 3 4 2 30 90 gal. water HTR 5 L Ran a #L 12.0kw 50 2 1 20Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 IS kw #12 13 14 Dishwasher #12 1.2 kw 20 1 I 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 20 1.5 kw #12 Kitchen S.A.C. m 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 I 1 20 1.92 kw 412 21 29 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 412 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 3l 38 General Lighting #12 -" 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 s are 41 q2 s are PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting..(3. watts. sq. Pt.) _ _ .. ... .... S.mall..A,pplia.n.ce, Circult(s). ............... ................. Range .................................. ..................... Refrigerator................................................... Microwave Dish Washer .............. .............. I ................... Clothes Washer Clothes..Dryer................ ............................... Water Heater Water, .Pump .................................................. Garage Door Opener ... . ......... . .............. . . ....... . . 1136 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I L500 1,500 1 1,200 1,200 1 1,200 1,200 I 5,000 5.000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 0100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,964 Electric Heat or A/C 10,000 045% 1 10,000 10,000 Calculated Load Watts 30,91.6 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ isingle Pole Switch ® lRecessed Can Light Ss Double Pole Switch ® Egeball Recessed 1 Pa Push Sutton Switch Exhaust Fan Duplex Outlet AA Y Ceiling Mounted Light Special Receptacle o- Wall Mounted Light �c�teirruh ater proof ground fault circuit PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light T� Thermostat ® Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack n Di c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light FSP-KR1 Speaker Hook -Up Intercom 143 CFM lOxlOx6 MASTER BEDROOM 163 CFM lOxlOx6 12x12x9 B/A �1t - 4\ 1 B%Ax9 /j CLOSE CFM pin \\ ex4x4 e, x4 _____Soffit CPRATH \I `&` o I o` PATIO/SLAB I I GR IAT ROOM l i Center Registers t4e4rs 149 CFM on ceilingfan 1lL9 CFM IOI IOxIOxIO 12" L- - - - - - T- - DINING ROOM 20 CF 14 I �/ I FM � 8x4x4 r R7A1 ex I o 1 LCel7l ', AT - - - 00 - 20x20 LJ 1 I------ #I Lu iIL" I- Attic Access n > I with light J = j 232 CFM L - - - -- I Q \I I 12x4x'1 IL-�T V.• J 150 Amp L_'_r Meter Panel 8x4 \�1 SECOND GARAGE i BEDROOM I j 12xl2x8 �1 B/A r----------------- i I I 1 I I I I I I I I I I I I I I I 1 I I I I I F� = JUNCTION BOX TO SUPPORT A FAN � E C � � N I C 14 L l- 14 Y O �r�l T O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: 1/,4"= I'-0" I. Use copper were onl�, no aluminum. 1-1, It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 19. The electrical system shall be completely and effectively 10. A/C Refrigerant lines that are run thru slabs must be grounded as required by the latest edition of the N.E.C. sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fullU operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 22. Furnish and install all fixtures as called for on the plans 15. All required insurance shall be provided for protection against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMIS02 COVERED PORCH A/C disc. 155 tt2/0 Aluminum feed AMP I %s' Conduit PCB ANEL M TE AHU 2" PVC ( FPL r w b./1 2° rigid service FPL Bare u5#4 coppert. ari in to a slab ELECTRICAL RISER Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru Soffit Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia5comcast.net Stuart. FL 34994 UAAC000032 N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFi Install owlet under disci/" �� not shown or Q clarity A IC Meter O I v PATIO/SLAB / /'Covered Porc�,-, MASTER BEDROOM � I WP GFCI Tv - - - Smoke / Carbon R AT Monoxide Detector R C� O M Combo CM I I I III IC TY CLOSE I II eFCi DINING - FC GFCI I I III ROOM I I CC GFCI GFCI OFANFM o `� � I N KITCHEN I �' 1 I L -Smoke / �r�gn - - Monoxide Detector Combo F /� 3'-2" 3�-2" sJ' CHIMES / CM �K\ I// � GFCI 5o CFM F N GF GFCI F q2" GFCIdb 22" x 5,f O 1 1 / Attic Access O Cents I with light- I i 150 A R \ � optional / ,1 1 FanePull chain panel location \ light in attic d2' GFCI GARAGE II Garage /Vjfff� Door Opener r------------- I I I I I I I I I I I I I I I I I I I I I I I I I ELECTRIC/4L PL,4N Attic Venting Calculations FBC 230` Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14.16 sq, ft. required Frovide A Continuous Vented Soffit UJgnne Building Corp. 7h& Grand Carlton Spanish Lakes St. Lucie County Florida S CJ' 1 \\SECOND� BEDROOM /I PH Wf- \ COVERI<CS / SCALE: 1/4" = 1`011 Post Light with / o Photo cell I EN Model: Date Drawn : Revisions 6-23-11 GARAGE Drawn by; LEFT C.C.U. Checked by: D.R.B. Sheet OF 5 Exhaust Duct Thru Soffit G W re For Front Post Light Comm # 17-108 pile ce!)y A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. A M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less Afi, 0 degrees or less 2 Line span cpprox. Truss must be set this way if crone used. Truss is an example. your truss may not match. tsist crane operator sets truss this way. 30' to 60' Span Spreader Bar Ira9 ,___Approx 2/3 tom Line 1/2 of Span REFER TO BCSI use must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A I FF2 H A" E=p I IF= F2 IV 4=>T 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. U REPRESENTS A HANGER --- -- — ---- -- Canyi For Truss to Truss Connections see hanger/connector schedule in engineering package. na Girder as tabs ails. SEAT PLATES BY CHAMBERS A INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r— upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 12 4.00 F-7 12 2.00Be 171) upset=1/4" heel=3 15/16"Y PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT V-1" END DETAIL: A IL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH k Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT FABRICATION AGREEMENT 1 Miss 8CANNOT®ESTARTEDOff7a.TMa=Et']: W ►1ED& The Ypsl delalpdet dthe vrwetywhan tt» tns.es era be bwWed Y:. RET1lfuiED I.. Ttoasm will be [soda, in wiat aocaldattce sAr eis truaa - rfidlL rre aoY wmgq. Br ddentlYbq.a,00, Yy"0"t 17e14 2.Ar dmewlona n era Yyerd hove beat .erase bydr tadrsgned, _ .a. lhiaa wr4aen rroew Y proMdae by anebe and b Clremhers Teas - sudr adawr . Cfwnbers TFws VA bebW�owewd.-hl tlr ewtl�t .. 10 bspb MPIII MW*64 a' b subad or ilto eeWjM� p °C7wMas0ap�l, dal Y tMYrh 4tAasWfd'BfSI,-07"stemleyatroetbyTPl&wrca ' dery . c�re„bes tops has Rts s b dehnnbro a d1° kb eke w+hWe for - - • Porron dery Jab aba fordeRvey. Ctmtrr6en Tnea tW be reepaWWe gr to Job of d a fire buyer Is rosporalbY for ad0dorel d*.wy erne laec S yb bseauas job of Y not Poll se' for dNyery or buyer Y not ° f,uyw Y responsible b Chwrrbes Trws B1rmaM1gj eowr due b ob msarers, _ a Pib u Grown 4 perseraph 7 babes is aubJset to ylwae WNW clarion era node - eYi.YyrwtA$50 perharfesfar redsYna tray barirreedby Clwnbas Trtws... h 7. TM Y a PURCHII.SE oftoE'R to Chanrbes,Tnw d tits sun apssd l4 or ■ - �1 . bpi msatadded'�a�eybt Pdd Mtlrbr Ymw d . Mill d rebtlaeYd B1a1se The tedealpree aWen to Pay Chats ".Tr.Tryes�rafton" wa wmd lrade ,•,!!%permeel, as & smrrnne a bolas enrwtrane an ibis ehe.t aersarae. apraenwd b s!Y tarns borsht a. In conafderawn d chembat, Ttrw adaMl p as Rl for erY mateYl tM urdealm ed ' enWrrdltlaWY yrmenYes payrtred when du. d t7rorrbers Tow S hill array recelift trotwml ad afro aw"s bb Par we', ` - - bdabYmress trdudtrD al�orneye fees. r deism[ In payment for me0erw be made by the } • 10. In theWoleverd d any alp UAn omWaft ads sprawled, the Rams Banished b..ft . bor epgnrwdt rsfarted b Irarabt, the parRas aprw Chet the eWs veele torery scot emote tea bt DesWtaaporemAftam px�Won SYrrdsrd And ResrmleMaa OrldNrees On' Or'4orhua4ep Mate' FY conscYdwoadTnasas ' DATED ' •-� - - . paproaderbermarhofegt"per"BC9'I ID IXeueet4try8dsnaga, . = Multiple ply trusses must be fastened togither per engbwering I - before they are set; fa8ursto do so can nesultin roof compla. 4. Temporary and permanent bracing are required and can save We and properly and Is the responsibility of the truss erector, -Study the contents of the Infomaatlon packet included on detiwry r before setting trusiia. noosesraaeatboo4wdbrawdpikeanbpwm t}ttaySdpo Tnases trust be set plumb and square Do not rest bunks or stack of plywood. rooting "rW or any ' othei nftW loads on trusses, this can cause coUapa0. DO -NOT SET TRUSSES USING THIS LAYOUT .� 'USE LAYOUT DELIVERED 1.0= TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC ` L 3105 Oleander Avenue FortPlerdej Florida 34 U44M 800-551-5932 Fort Plane 7M465-2012 Fax M-408711 Vero Beach ' 7M­5"12 Stuart 772-286-=2 ' v The Architect's or Architect's representative's `—"9ttop-drawing approval is N,4Ta "double check" of ttte contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their resp a locations. Approved By: Date: Braden & Braden A.I.A. P.A. 92-0193.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting a I Roofing Material Shingle or Shake 0 — E' i Loading in PSF Roof R.D.L. ,a a Top Chord Live 20 r,l o j Top Chord Dead 74.2 .2 Bottom Chord Live 10 Non -Concurrent o Bottom Chord Dead 10 3 of c TOTAL Load 37 7.2 r " 3 Duration Factor 1.25 m i9 Wind Speed 165mph Top Chord C.B. Sheeting by builder. w F Bottom Chord C.B. Sheeting by builder. o Highest Mean Height 14'-0' v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W F- tn Q GARAGE RIGHT � 13 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 L;nambers Truss Inc. Drawing Name: M11323 Scale: 1/4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By._.SLC J� Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7 `1t15a M 11323 3 644&;-4d