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HomeMy WebLinkAboutBldg plans, 0508Finish Columns with 5/8" thick cut coral Finished stucco bands Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb Felt underlayment installed with min. 4" side laps and C end laps fastened with corrosion resistant tin\ caps with 11/4" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 89.8 psf 5/8" thick light textured O EE stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELE\/ATION 12 4 SLOPE SCALE: 1/4" = 1'-0" Union Corrugating Co. 21 ga. 5V crimp metal roofing FLU: 1211A Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced C o.c. at all laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.5 long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 SLOPE],4 8'-I" T.O.B. 0'-0" = Finished Floor =L=V/-TION ?NOT=S: Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU; 7211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and L" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" c.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 � SLO�r Finish=o1um`=swit7 5/8" thick cut coral finished stucco bands O 5/8" thick light textured stucco on typical concrete block construction REAR ELE\/ATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at -4.12 unless otherwise noted Any changes to this plan Shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands Into LUindow or Door. 12 4 1 SLOPE SCALE: 1/4" = 1'-0" Union Corrugating Co. 21 ga. 5V crimp metal roofing FLU: 1211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and L" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with Bid x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psF 12 TERNhI l t i FiG/1I IV�t,v li ncwulrstu CONCEALED FASTENERS A ATTACHMENTS ARE THE RESPONS15LD Of THE COfifRACTOR OF if 0 ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY. FIELD INSPECTORS THAT OZ" MAYBE NECESSARY; IN 0ADER TO CAMPI.YWITH ALL APPLICABLE CODES. 5/8" thick x 8%1 cut coral finished stucco bands 0 5 03 L iC rF rf)LTNTv RU0,Dr:r- "I'VISION VI eA, 14�i JK* 75 vt;lVl' 11L �Vlv( LNS AND PERMIT MUST BE KEPT ON JO NO LNSPECTION IV1LL BE NL4DE. 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 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 8'-1" T.O.B. 2 5/8" thick x 8"w cut H. 5/8" thick x 8"W cut ® cbcoral finished stucco bands oral finished stucco ands ®®a 10 3 3 ®®®® 5/8" thick x 8"w ci coral finished stucco 5/8" thick light textured ®®®® - B stucco on typical concrete Duffoupc block construction Ah Garage Finished Floor -O'-4" A.F.F. 5/8" thick light textured Finish Columns with Finished Floor " = stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands LEFT ELEVATION FRONT ELEVATI0N SCALE: 1/4" = I'-O" SCALE: I/4" = I'-O" r product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors. Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model Manufacturer Glass Attachment method TEST Date Design Pressure of Approved Tests 1.2.3 t4 FLU 11499.2 Single Hung Series 185 Mi Windows and doors 3/I4" dia. Tapcons w/ min. 1 1/4" penetration at L" max. from each corner and 19" o.c. thereafter thru PT Buck into solid filled CMU wall +41,2/-50.0 psf A IL-0330.02 Overhead Garage Door Model 824 9'-4" max. width W-O" max height DAB I Install track to buck per product approval and per manufacturer's recomendatione. lAttach Buck to wall using 3/8" x L" anchor bolts at 18" o.c. 10-9-21 +50.0/-60.0 psf B FLU 15221.1 Fiberglass 9 Smooth Wood rein g series o fiberglass P18spro/Nanya Plastics Corp. Elco I/4" dia. tapcon with min 1.25" embedment at G" max from corners and Iq" o.c. thereafter in jambs. Pressure based on SCHLAGE hardware. + 45.0 PSF - C FLU 15332.2 Sliding Glass Door Series 420 Mi Windows and doors 3/I6" dia. Tapcons w/ min. 1 1/4" penetration at L" max. from each corner and 19" c.c. thereafter thru PT Buck into solid filled CMU wall + - 40.0 PSF Product NOA FL / NUMBER Model # Manufacturer Attachment Method TEST Date Design Pressure of Approved Tests Mullions FLU 15353.2 5164 vertical mullion Mi Windows and doors For CMU use4) 3(I6" dia. tapcons with min 1 1/4" penetration wit anc ors located per proauct approval drawings. MFG TO PROVIDE REBAR IN MULL + 44.2 PSF - Roof FLU 1211.4 5V Crim p Metal Roofing INSTALLATION METHOD: A -IS Union Corrugating Co Union Corrugating Co 24 ga. 5v crimp metal roofing attached to deck using a9 x 1.5" wood screws with washer per approval over Titanium UDL 25plus underlayment installed with min. q" side lass and 6' end laps fastened with corrosion resistant tin caps and with 1.25 nng shank nails spaced 4' o.c. at all laps and two staggered rows 12" o.c. in field9 Attached deck per sheeting attachment detail on roof plan FIELD: -85.8 PSF Edge and Perimeter; -113.1 PSF Siding Stucco on Block - Soffit 15-1021.02 Model T4 t vented Vim I Soffit Kagcan Installed using any approved anchors as shown in product approval. Contractor to strictly adhere to the product approval for the use f 4-20-21 +55.0/-35.0 PSF Hurricane Panels FI# 1501L.2 24 Gauge Storm Panels Global Protection Products LLC Installed using any approved anchors as shown in product approval. Contractoer to strictly adhere to the rproduct approval for the use of fastI +55.5/-12.0 PSF have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 1/2" drywall ceiling on truss bottom cord 2" x 4' top plate 1/2" drywall on 2" x 4" studs at IL" O.C. base -board II II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL" 410/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition 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 Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height:__IIi2�" Roof Pitch: 4:12 Internal Pressure coefficient: ±0.18 Subjectabditg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 1L5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: 0.6DL+O.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 oaf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-84.0 oaf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: S. +3S.8/-41.8 oaf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 oaf Shear Walls Considered For Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: )� IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 oaf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: ' S_ psf FLOOR DEAD LOAD: 10 oaf JOB ADDRESS: nLS Braden it Braden AIA, PEA JJynne Building Corp. Date Drawn Revisions Sheet Comm # Architects - Planners 12-8-14 41-1 S.E. Coconut Avenue a �, I + On 299 GARAGE Drawn by: Tel : ni2) 281-8258 ` 1. FT BFax : (112) 281-8283 Spanish Lakes Checked b E-mail: bradenaia comcast.net St. Lucre Count Florida y Stuart. FL 34994 #AACCO0032 I�.R-B. OF 5 _.._ . AC = Roof Zone I Walls Zone 4 ES = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 nms FLOOR f"L A N 4L�li _ CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" I. Contractor to verify ALL notes and dimensions p Steel prior to Ste high by 4° diameter el crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 51ab (3/8°t so ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. ` 4. No dissimilar metals to touch. 2%," 2 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %° %_ ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to -� shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m s3/e°° 21 , (o. Drywall at ceilings shall be leveled and attached to bottom chord 9' of trusses with screws per FBC R102.3.5. ° ° 7. 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 2%2' 2y," handicap accessibility requirements. r2' 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 14. Wall and ceiling finishes Shall have a smoke -developed index of not greater than 490 per FBC R302.9.2 17. All exposed attic insulation materials Installed on attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 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. G psum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 AID, C1002, C1047,C117.1, CII-18, C1278, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. of fasteners spacing Nail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 7" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or Sidcooler nail i2 OR Walls Either 16" 8' I6" 0.080" dial x 1 5/8" long with Direction 15/64 head OR Ggpsum board nail 0.013C die. X 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 7 12" 13ga I S/8"011oong with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR 0.092 dia. X 1 1/8" long with Walls Either I6" 8" 16" Direction 1/'" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/44" head. Install SGD thru buck into block with 3/14" 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 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product ii!pprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 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 a,§ 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. Union Corrugating Co. 26 ga. 5V crimp metal roofingg FLU; 1211.4 Attach roofing to deck using 49 x I.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per s1ree. ng attachment detail on roof plan Max allowable uplift = 85.8 par Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) I .) x I rtin nails ( 24" o.c.) suppporting Max. 18101ba. upllrt Aluminum Drip - Edge d Fascia 2" x 6" sub -Fascia Kagcan full o vent vingl soffit installed using 1/8" dia shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet Ul 5/8" thick light textured stucco on typical concrete \ block construction 0° 95 bar vert. will 30" overlap - at each filled cell W.T.r PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) yR-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1)95 bar cunt. for bottom row over openings 1/2" drywall over 1" x furringg strips at 14" o.c. with R4.1 PI -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R T02.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type M" onlyy proportioned per FBC R601.1 and Mortar Joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U 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""" #10/10 WWM on 6 mil Visqueen over /clean compacted termite treated fill �- ' 14" x 14" Concrete footing 14" with (2) #5 bars cost. and #5 TY F i C A L S E C T I O N transverse bars at 48" o.c. Scale : 1/2" = l'-O" ottom Tra Masonry Beam 0140 Sliding Door At Masonry Wall N.T.S. Head fixed door sliding door 1 1/2" Sill Detail NTS AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = Is sq. ft. Rear Porch = 1% sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. 2" VTR JIL I I I 21' VTR Master r��L JI Bath 2 Lev. . I 2"hr Lev. 2" VTR 3' JIL I 2' 3" shwr. Kit. sink Kitchen 2 i Lev. ri Li 3" W.C. Bath 92 Sher. 3" C.O. To Septic fi LUMBING RISER 1" x 6" P.T. Buck nailed to C block with case hardened nails -1 prior to door attachment u Masonry Wall ypical Flooring 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 Jambs per product approval lamp Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X l'-O° 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-e" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" x 81 /2" or race" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %' 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'-8" x C-8" x I %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated In permit info box on sheet 91 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 :Ontractor with manufacturers specs prior to construction _J_ I0'-01. 12; _ 10'-0.1 2" ��° ❑° �° E0 E0 EGRESS iv O - o 12" x 12" concrete column block filled O with concrete and (2) #­1 bars vert. tied Into lintels above - 2 e Covered Porch O 00 O DO D D 00 ° c o 0 MASTER I UUC BEDROOM ao a� u B'-0" to �Y/9 8'-0" A.F.F. fn Vaulted eihng Flat tLin Ceiling GREAy7 o ROOM I Rod d heif 21'-8" I - hl B n Vanity to e s I \v 34 Y2„hig I N w I CD ° 8'-Ol to 9'-8" A.F.F. ry O rr r [1� below clountee-�osll p Vlaulted Ceding C L O E T DINING _ LINEN rJ F\ R O O M Rod d Shelf 8" `I� Q OCABINE � w �\� ,A T H I - O u1 ° vanity to be O � I 34 I / high o3i4„ o High wall ° <ITCHE�I Vent Dryer through wall I O I_I/2 _ _ A. rk Z7verrnang O ~ 8'-O" elfin ° Flat Ceding ° Upper cabinets to D 174 2" Filler 3'-o"4" (3 IF 1 v extend over Ref. of. -- Ii n - I E B T H ° rayeBq i enmg 1 d Shelf O D - -- - - -i W. H. w ® ry` R-II Bette naulaUon to `r E tz!: ttl 4"� Steel Ballard I See detail on this sheet $ F �7 to I Provide auto 22" x 54" , 1�" O I O cw 0 closer Attic Access l 9 m with light I Q w - - - - - J 3 22" _ 8'-0' A.F.F. ISO Amp Flat Ceiling v p Meter P nel 4 6'-O" 3'-6" m �� I W © SECOND m IO3 n c m O GARAGE E ERGEN Y BEDROOM I EGRESS O '-4' m A F F 00 MT 00 Flat Ceiling 0 3 CV ry I CE O r-----------------i EGRESS Block wall in O - garage to be I _ O Q struck block I T O - COVERED I 12" x 12" concrete column block filled 14'-6" I I DRC with concrete and (2) tt7 3ars vert. tied O I into lintels abo e A) 1 7' 2„ 12'-6„ 6„ I ® I o O ° °0 °O ❑° ❑° ° F 5 5 O (V I 2'-8„4„ F Install windows 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 ambs and 20" o.c. max. Exterior race at head and sill per product approval of wall ----\ / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails D e t a I 1 a t W I n d OW S prior to window attachment Braden t Braden AIA. FA Architects - Planners 411 S.E. Coconut Avenue Tel : (1l2) 281-8258 Fax : (172) 281-8283 E-mail: bradenaia8comcast.net Stuart_ FL 3499G UAAC000032 NTS Wynne Building Corp. Carlton 299 Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION 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 Exterior face 2" x 6" PT Buck of wall cries "'' 71T #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and l) P t All At n nnr prior to door attachment NTS Date Drawn : Revisions Sheet Comm 4 12-8-IL GARAGE Drawn by: LEFT 2. I�-300 c.c.u. Checked by: D.R.B. OF 5 b I KUCU I U1ilz�/-�L INS I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS, NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. IL ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12• ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 5• SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: I-I/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. -1. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MiNIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FiNISH (SLOPPED PER 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17• ALL LUMBER IN CONTACT WiTH ANY CONCRETE OR MASONRY SHALL BE I FO L �l D /4%� T � O �l F L � N 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 upp to 5'—II" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2,4" o.c. unless otherwise noted (see section) b. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 7. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-3S specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum Of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. tt5 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell ECTIONS 4" concrete alab with fibermesh OR 6"xC 410/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade 14"w x 14"d concrete monolithic footing with (2) 95 bars cont. 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 45 bar cont. Step per o . foundation plan — 7 10" (2) #5 bars cont. bottom steel 12" DETAIL AT 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 footer 14" below finished floor ,Verify house slab height in field �IIIIIII� 30"x30"xl6" concrete column footing with (4) - 95 bars each way 30" OLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE co SCALE: 1/4" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention Inside the foundation perimeter shall be done after all excavation, backfllling 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 x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ,SECTIONS Adjust curb height --,,--SECTIONS / based on gar. floor 4" concrete slab with fibermesh OR slope. 6"x6" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill o'-o° 9 F.F. Grade L. � � _ •'r - . ' .III I— E II 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" GARAGE CURB DETAIL SCALE 1/2" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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 1*5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (172) 281-8283 E-mail: bradenaia8comcast.net Stuart, FL 34996 UAAC000032 u v 4'-0" 211 I IIJILJ r--— —_�_�_ll_�__ UI ° D C -----� I FI --- I I I I 36'-0" 10'-0"' 12" Rear Patio/Slab to be poured annaratc n I a From the house slab, U F41 Thicken footing to 24 Cff I FI 24"w x 14"d x 24"L under filled cells r ) I under girder bearing. Q _ I C1, o0 0 00 0 0 oC OI----------------- C Rear Patio/Slab to — — — — 1 be flush with bottom or sliding door recess. FI Slope 1/2" 1 Ellf I �- I I `- I I ' I F- I I IC Ef FI IC I H B I Vanitg to be I --34)2°high 14" concrete slab with fibermesh OR O 6"x6" 1*10,/10 WWM on 6 mll Visqueen over I E clean compacted termite treated fill I FI I I I I ° 1 I;- o I FI I F_. I Ilo I I� Steel Ballard filled w/ F5 Concrete moo_ I I j0I OI 0�� I IOIa� IC I I E I L I I 35 I FI I `Et! I I I � E I FI I C L— � 17. � I o aUr ° .+ 1 0o FI I m\r I ;tea O I " I Z: u �y — FI I I u� c F5 I = — — 0 Q,CL W I = o o ;-;-;-�-�-�oo0 � U I ua L F41 I �'-2'" 12'-6" O — Fb Recess for — — — — u O F4 r l r OO 00 Garoor — age DI F o° oo --- °--------- 0 116 12" x 12" concrete column block fille q"-O3'-5" with concrete and (2) #1 bars vert. ti into lintels above N H.B. 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 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS 14"W x 14"D FS With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 1116nne Building Corp. Date Drawn : Revisions : Sheet 12-8-16 Carlton 299 GLEFT� Drawn by: Spanish Lakes C.C.U. 3 Checked by: St. Lucie County Florida D.R.B. OF 5 Comm # I�-300 ROOF SHEETING; ATTACHMENT 1DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Kew Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 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 to Verify with Plan Provide a5 bars with min. 48 bar diameters overlap Into beam. Tie Filled cell steel into continuous beam block steel. Provide #S bar set in pre -cast lintel Into beam where length of the opening calls for it. Provide Cast -Crete SUS-OB/OT precast ---_ -� -- lintel set in mortar '., _ Min. 8" Bearing -- - - -I--- ---- - 12"x 12" Column Block \ i# Rebar Rebar 48 Bar Dia. Min. Overlap Lint&l Attachm&nt NTS Additional Precast Lintel tt5 are, ! .-ly' ^t CLEAR Lintel Length Bar length - Clear Span u u A Bars Ili B Bars 2'-8" 2,43 '`� 2'-10" -1 none 3'-6" 3'-4" 2'-2" 2,43 none SFS-OBAT SF8-IBAT 8F8-IB/2T Addtional 4'-0" 3'-10" 2'-8" 2,#3 none - tt5 tiare CLEAR' ; .":,� �,...: 4'-6" 4'-4" 3'-2" 2,33 none Row of "H' ? •' Block Above 5'-2" 4'-0" 2,#3 none •'."."�:�� Precast Lintel 2,#4 none r y '• Additonal ." 6'-6" 2,#4 none #5 bars ,y 1' 6" 7O" 6 2 2, 5 none 8FIL-IBAT 8FI4-I15/2T 8'-4" �'-10" 1'-O" 2,45 none NOTES: ALL reinrorcing steel Is grade 60. I. min. coverage of steel -Ls" 2. min. bearing requmed is ea. end=8" 3. standard for reinf. steel-ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Cast -Crete S ecificatfon Rows of "H" Block Above " Bottom steel 81ze Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLP) L22 2'-2" 3'-L" 8128-OB/7 1 #5 3049 151.9 1024 L31 2'-6" 2'-8" 3'-1" 4'-O' 8F8-OB/IT 1 tt5 25LI 1363 1L3 L45 4'-5" 5'-10" BF8-013/7 1 #5 1105 909 339 L50 5'-O" L'-L" SIPS-OBAT 1 #5 1238 835 121 L40 6'-8" T-6" SF8-OB/IT 1 #5 1011 121 534 L80 8'-O" 9'-4" 8F8-IB/2T I tt5 2 35 152 591 512 1_90 "1 10'-6" SF8-IB/2T I tt5 2 #5 643 530 1 401 L905 T-0" 10'-6" SFIL-I13/2T ONE 1 tt5 2 tt5 1533 1183 401 LI00 10'-0' II'-4" SF8-IB/2T I 1 05 2 #5 582 494 452 LIOOB 10'-0" 11'-4" 8FIL-IB/2T ONE I tt5 2 1 #5 MLL 1028 452 L120 12'-0" 13'-4" SF8-IB/2T I tt5 2 #5 411 426 324 L120B 12'-O" IV-4" 8F16-I15/2T ONE 1 tt5 2 #5 1015 110 324 LI40 14'-O" IS'-4" 8FIL-IB/2T ONE I tt5 2 #5 1250 L09 259 LILO I6'-0" m'-4" 8FS-IB/217 I tt5 2 #5 300 192 194 LILOB III IT-4" 8FIL-IB/2T ONE 1 tt5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION. AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Provide PT Buck attached per jamb letails into filled c 4" Pre -cast Sill k Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous rooter steel. Poured Concrete or concrete block wall C B S I A L L Scale: 1/2" = 1'-0" 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 usingg 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss / Poured Concrete or \ concrete block wall Concrete Anchors f Manufacturers Specs 3LOCKING DETAIL Flush raUnt )ER STRAPPING TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field - and edges with IOd ring shank nails into studs. Union Corrugating Co. 26 ga. SV crimp metal roofing III 1211A Attach rooring to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlagment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at sll laps and two staggciered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 Simpson HETA 20 or equal hurricane anchor at each truss 4 with 60) IOd x 1 1/2" nails ( 8lo 24" o.c.) supporting Max. 1bs. uplift Aluminum Drip _ Edge t Fascia 1/2" thick stucco on 3/8" hi -rib lath 2" x 6" Sub -Fascia r Kaycan full o vent vingl soffit installed J. using 1/8' dia shank x 15" long gelv. roofing nails with 3/8" dia. head per product approval - see chart sheet #I 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Aluminum Drip Edge i Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web Top of footer 16" below Finished floor 2" attached Co horizontal end vertical wood framing with Wells or ateplea to provide no lees than I-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood Praming memhare 5/8" thick fight 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. yl Step per foundation plan � Slope per foundation plan 'r r>r e Anchors Per Wrens spew I/q"Max. I jAluminum Panel I saes per manufacturer i ' ��ypic I st d D,3<af x i I ' l/e" x 3/32" WiFlg Nut w/ I a appropriate weshar and spacing I u `v per manufacturer's Details I � J L i I a I x _ i I I I 1 i i I as� i Stud Detail I Stud w/ Die Cast Zinc NTs j Nickel Plated Wmk Nut ter Detail 1, nits Brace Gable end with 2" x 4" S P tt Y 2 ert back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEEI WOOD TRUSSES 9 24"o-c. TYPICAL ( shop drawings by manufacturer ) N W � X L � r O � to CV � � L �Q as n� _0 N u) U O co will p O ems= °D O � u N � L QL f I— w Brace Gable end with 2" x 4" SYP 42 min. 8ft back Waited to bottom of Lop chords using (2) IOd Halls at each truss 1 "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish 0 Two rows of beam block filled with concrete and (I) #5 bar cont. in each row. Substitute precast lintel felled with concrete and (D #p, bar cont. for bottom row over openings I/2" drwall over I" x furring steps at 19" o.c. with R4.1 fi-foil insulation on typical 8" Block walls _ All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. n Mortar to be Type "M" only proportioned er FBC RbOl.l and Mortar Joints shall comply with FBC �601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall 00 Brace Gable end with 2" x 4" SYP 42 min. 8ft back Waited to bottom of Lop chords using (2) IOd Halls at each truss 1 "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish 0 Two rows of beam block filled with concrete and (I) #5 bar cont. in each row. Substitute precast lintel felled with concrete and (D #p, bar cont. for bottom row over openings I/2" drwall over I" x furring steps at 19" o.c. with R4.1 fi-foil insulation on typical 8" Block walls _ All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. n Mortar to be Type "M" only proportioned er FBC RbOl.l and Mortar Joints shall comply with FBC �601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall 00 using Simpson MGT with Simpson HETA 20 5/8' dia. Into beam threaded either wet rod with min 12" embedment set or in epoxy with hurricane anchor at each truss (22) IOd truss leg Wads into detail truss. Add blocking to this ( 24 o.c.) supporting Max. per on sheet HETA 20� 1810 16s linlirt iv LLO BI BI O I LIO BI � ll.i — O J N LI00 BI L90 O W I 12 I '4 SLOPE I gl L45 12„ I � (L/ BI I I — 7 I I �E 2 � LOP � I Q o BI I N� ( IW N �. ':', L31 BI I n� B L45 4L �" I I Union Corrugating Co. 26 a. 5V trim metal roofin N wood screws with washer Per Approval over 30 lb f underlayment t � x Q z IN LU Fill cell with concrete and ROOF O O � � L � (U #5 bar vert. (typicaU. Max. spacing shall not exceed /� wood 48" unless otherwise noted — OVERHANGS AT 1 O UNLESS OTHERWISE NOTED ON THIS SHEET Base see foundation plan notes for — ROOF PITCH AT �(':12 UNLESS OTHERWISE NOTED ON THIS SHEET J spacing at openings — III i.� ^ n L� 4" concrete slab with fibermesh OR TRUSS SHOP DRAWINGS TO BE PROVIDED BY 11/-'LNUFt-tCTUI\ER 6"xL" #10/10 WWM on 6 mil Viaqueen over clean compacted termite treated fill ANY CHANGES T O T H I S I 11111111111111111111i�1 •:. :; IIIIIIIIII�IIIIIIIIIIIIIIIIIiiiilllli�i�llll�iiillllliii I I• 14 FI Typical Section at Front Forc�h Scale I/2" = I'— " Braden t Braden ,41,4, P,4 Architects — Planners 417 S.E. Coconut Avenue Tel (172) 281-8258 Fax (1�2) 287-8283 E—mail: bradenalas'comcast.net Stuart. FL 34996 #AAC000032 PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORY BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wgnne Building Corp. Date Drawn : Revisions: Sheet Comm # 12-8-1 6 Car 1 t on 2 99 LEFT Drawn by: Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 9 , 11111111111111111111i�1 •:. :; IIIIIIIIII�IIIIIIIIIIIIIIIIIiiiilllli�i�llll�iiillllliii I I• 14 FI Typical Section at Front Forc�h Scale I/2" = I'— " Braden t Braden ,41,4, P,4 Architects — Planners 417 S.E. Coconut Avenue Tel (172) 281-8258 Fax (1�2) 287-8283 E—mail: bradenalas'comcast.net Stuart. FL 34996 #AAC000032 PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORY BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wgnne Building Corp. Date Drawn : Revisions: Sheet Comm # 12-8-1 6 Car 1 t on 2 99 LEFT Drawn by: Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 9 , PANEL "A" arc# Description Wire Load BR Pales Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 5 4 L 2 2 30 4.5 kw #10 40 gal, water HTR Range 96 12.0 kw 50 � e I 20 1.8 kw 412 Pump 9 10 Dr er tt10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher a12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is ib Refrrgerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Il I8 Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 412 a0 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1A kw #12 25 26 Recepts Recepts #12 20 1 1 20 1.92 kw #12 2-1 28 #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts Exterior GFCI #12 20 1 I 20 tt12 General Lighting 33 34 #12 20 20 #12 General Lighting 35 36 Bathroom GFI 912 20 I 1 20 912 Smoke Detectors 3T 38 General Lighting #12 20 I 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 ar,Arl 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. watts sq. ft) Small_ Appliance. Circult(s).... . . ............ Range ...... .................. ......... .................... Refrigerator ..... Microwave..................................................... Dish Washer ......................... .. ........................... Clothes Washer Clothes ..Dryer .................... .. .. ........ Water Heater Water. _Pump ..... .. .................... .................... Garage Door Opener . . .. . .. . ...... . . _ .................. ..... .. .. I135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5.000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 840% 1 0 10,9L4 Electric Heat or A/C 10,000 996% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps Panel Sze Required = 129.03 150 Amps l=lectrlcal S mbol Legend $ Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Egeball Recessed 1 Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- I Wall Mounted Light WaterprooterrlLpLtfff ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-F1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac u Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack ACC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up ❑i Intercom Q IN 110 CFM I I PATIO/SLAB 12x8x8 MASUB/A BED GORE, 'T ROOM 110 I 12 I x12x9 C nter Registers IL3 CFM oceiling fan IL3 CFM IOxIOx I IOxlOxl 12x12x9 B/A �I�I C E Yent_thcLL ____ Soffit AiC Meter 150 Amp Panel :FM 140 CFM xL FVVL 12x12x1 1- ro 12" I 1 \ o � I =. Q L- - - - - -T - w.H. I 22" x 54' , I Attic Access with light -- - - - � G14RAGE 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 MF CubNiCbi i bYni iT SCALE: 1/4" = 1'-011 Electric Notes: I. Use copper wire onlg, no aluminum. I-1. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. or 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 RM16 19. The electrical system shall be completely and effectively 10. A/C Refriggerant lines that are run thru slabs must be as required by the latest edition of the N.E.C. sleeved in PVC grounded 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 fullg operative. 13. Contractor shall pay for all fees, permits, tasting, 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 A. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 19. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less tfian two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of o(§cupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 2-4. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repolr of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMIS02 DINING ROOM c I 12 FM ?2�A1 ex 4 /� a � I W, I #�?(Z)I S q.i j 83 CFM Q `yI I 12x6xl IL Lc' _t-- 3 CF SECOND BEDROOM I 12xl2x8 �1 B/A = Balanced Air COVERED PORCH ent --- - SO_ f t thru O= THERMOSTAT LOCATION A/C ^disc. LJ I 150 #2/0 Aluminum feed AMP MCB 1 ''/2' Conduit PANEL 2" PVC ( FP 2" rigid service FFL I Ba e,#cunt pPaEtta r i e slab ELECTRICAL RISER - Contractor shall use AL-CU Larding lugs. NITS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (172) 287-8258 Fax : (772) 287-8283 E-mail: bradenaiamcomcast.net Stuart. FL 3499( UAAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install owleArn under disc rot shown clarity Q FA IC Meter 0 I v MASS7ER BEDROOM 16" I I(CLO&E 1 PATIO/SLAB ,.Covered Porch-, \ 1 \ I w.p. GFI CARE Smoke / Carbon T Monoxide Detector R O M Combo s I CM I I = II II I I I I I I DINING e me; ul -- 4I�� 22" x 5" \ I Attic Access \ _ with light L I \ J Lt- \SECOND ISO Am Optional BEDROOM Panel PCA panel location Pull chaml ® S TV \ \ light in attic 42"h GFJ Garage / \ Door I / Opener / r-----------------i / I I I w.p. GFI I 1 I I I I f�COORRH [:� LECTRICr',L P_,^,� SCALE: 1/4" Attic Ventin Calculations FBC 230°I.�f Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.16 sq. ft. required Frovide A Continuous Vented Soffit WUnne Building Corp. Carlton 299 Spanish Lakes St. Lucie County Florida Post Light with /A"� o Photo cell c w� 0 I N Date Drawn Revisions Sheet GARAGE 12-8-16 LEFT Drawn by: c.c.u. F - Checked by: D.R.B. OF 5 Exhaust D ct -Thru Sof it Wire For Front Post Light Comm 4 1 I�-300 Especial SAFETY WARNING ifies Life Safety Warnings that should be read ntion by all persons installing trusses. ENEMIES 30' Span or less & 30' to 60' Span A 0 degrees Spree er Bar or less *_ 1/2 —109 t—APProx 2/3 to--► T Line span approx. Lne t/2 of Span g REFER TO Lnot REFER TO BCS� Truss must be set this way ied. Truss must be set this way if crane used. This is on example, truss atch. is an example. your truss may not match.Insist crane operator sets truss this way. Insist crane operator setss way. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. Carrying Girder For Truss to Truss Connections see hanger/connector ails must be as shown. Guide tabs 0 schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS M n 12 4.00 F_ 8�' 12 2.00 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 INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. �► ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - - -/ 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-01 ON CENTER EXCEPT AS NOTED AIR HAIVE:>I—NEE F-v 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. 11110 Killr A Al A2 A3 A4 A4 A4 A4 r A4 iFA GRA +VO ATA ATA ATA ATA ATA ATA ATA ATA ATB 10, �ll �II III m 4 io All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AL MIM11MIM',IMIMIM1® ////.I/////1%//�%//%;%////.;/////;/DSO 10, INVERTED'%/" WEBS AT CENTER W/4' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U 91 Is 1010 ,t✓19 J2 J4 J6 ALI a I I I I I 16_10" ' 6-4" I T-4" I 111-6" I GARAGE LEFT N N in iO � 7 :- N N DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 22' 14' I I I I ppm +Va INVERTEP'v" WEBS AT CENTER W/g' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U �- � I���i101�1■�ISi� �nsssa�le� pit ---------------Ease FABRICATION AGREEMENT' TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED A RETURNED The kpal description of the Property where the busses will be Installed Is: e,underaigned ackrawledges and agrees: `-!. Trusses wig to made In strict aceordence r 111a truce Placsment diagram layout, wtJ11h'1thesoleauglofllyfordeterminingsucceaefu1lots, tic otthebueaea. 3 All dlmenalona N this layout have been verMed by tl e undersigned. - S, Unlads written nodce la Previdad by cortiged matt to Chamber T usa witilln on (10, days of delivery Ne undersigned agrees that no badtd:rgeo wN be altowed. In tin avant such writer noflae Is funllshed Chambers Tme she have three (3) bu��pI�lreas days In which b Degln repaks required, p't0 wbstllW other truaeaa, et Chambers oPaon. 4 a undersigned arkrawiedges rscelpt of "SC311.03' summarysheet by TPI & WrCA. bslNery Is to jab alte. tt b the btryers'roepoml6lllly to make the Job she cuRable for tie qry Chambers Truss has the Bole auNorlty to nothe wgsbRRy of the Job sqe oy e Cdpdn of the Job slue for delivery. Chambero Truce wltl be roapon:lu for dump delhrery arty. Ths.biya• k rosponelbls for addltlonel daMery expenses ti Chambers Trues has to rodeihnr begalrae Job slte u rat prepared for dalNery tt btryar Is not prepared for delivery of busses. Suyesle rsapone@le to Chem6ere Tnss for towlntj Coate due to She conditions :*9:, Rube as sham b per�raph 7 baba b sub]ed to dnngs R any changes am. made In Jhl■,Jsydlr A Sq0 per hour tea for reNsions may be charged M ChambersTruss. ' -.E,;Thb b e PURCFIASE ORDER to Chambers"Tuna of the sum agreed to, or If III .pg, ant a reasorisbb pd�. Invoice wiq be made on delivery and paid within terms of nig onfddlhrery. Invoce may be made at scheduled date o del It boyar cannot accept 8ellvery'of febdcatad to saes. Ths undanlpned agrees to pay Chambers.TNsa accept .own Va fee for collections In event odf payment not time made. 1.1/2 %per month selvlca 'charge will be added for all sums not paid In terms ;3: Signature or Initials anywhere on this sheet comtitutes agreement to ON terms herein. :;:9. In waelderatlon of Chambers Truss extending credit for this material the undersigned IindogdPoonatly Duarenlsea payment when due of any and all Indebtedness owed to Chambers Trustsbyprry entry receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, If default in payment for materiel be made by the Aciplant. 1. 10; In the event of any litigation concerning this agreement the Rama fumtahed hereunder :or payments retenad to herein, the. parties agree that the sole venue (or arty such action will - be6ablt Ulde County, Florida. 114.0ealgn responsibilities are per "'Notional Standard And Recommended Guidelines On �Responsibilities For Ctatabuctlon Using Metal Plate Connected Wood Trustee ANS}I/rPW4TCA 4-2002- - DA 8tL3NED ,. IME `,'iWaltiple ply trusses must be fastened together per engineering 4kWiore they are set, failure to do so can result -In roof collapse.' @Riiporary and permanent bracing are required and can save life ?:�.tand property and Is the responsibility of the truss erector. $°tidy the contents of the Information packet Included on delivery �i:� before setting trusses. -i,wi.-Tiim smuatbeadardbmeedperdeslgniopmvwd"&damage ;; ,. Trusses must be set plumb and aqupro ' 'Do riot bet bunks or stack of plywood, roofing material or any ..Rther q,91h , ntrated loads on trusses, this can cause collapse. iDO NOT SET TRUSSES USING THIS LAYOUT - USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES -;::::CHAMBERS TRUSS "INC s'. 3105 Oleander Avenue i Fort Plercej Florida 34882-6423 x' 800-551-5932 n, p8)tPloms 772.485-2012 Fax 772466-8711 7'ViIiio Beach 772-569.2012 Stuart • 772-286.3302 Ic<xiw' WobSitseCHAMBERSTRUSS.COM The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gra j ty and uplift loads and their res t! a locations. Approved By. 92.0/93.2 MITEK 4.2 Braden S. Braden A.I.A. P.A. DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L.=Restrainin Dead Load C.B =Conticuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildinq Designer and/or Engineer of Record. ry Chambers Truss Inc. Drawing Name: L111412 W Scale: 1 /4 = 1' 73 total trusses, 14 different trusses. MI 4: RLC ACAD: RLG Reviewed By:_0eA'-0y7r, Date:11/14/16 FOR WYNNE DEVELOPMENT CORP. DESCRIPTION: GARAGE RIGHT P ARLTON 299 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 14 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11412 -73971