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HomeMy WebLinkAboutBuilding plans,0511Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 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 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 sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 SLOPE 4 8'-1" T.O.B. 12 12" 5/8" thick light textured O O stucco on typical concrete 1. block construction O'-O" = Finished Floor Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral I I coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" T I O >\l 12 4 1 SLOPE m Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 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 6" end laps fastened with corrosion resistant tan caps with 1 114" 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 sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf Union Corrugating Co. 26 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 6" o.c. at all laps and two staggered 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 4 SLOP / ON z- - - - - - Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELEVA70N 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 Window or Door. 12" o.H 5/8" thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction = Finished Floor------------------------------------------------------- - - - - - - LEFT ELEVATION 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 Daperation tt Design Pressure of Approved Tests 1,2,3 t4 FLU 114gq.2 Single Hung Series IBS Mi Windows and doors 3/I6' dia. Tapcons w/ min. 1 1/4" penetration at 6" max. from each caner and 19" o.c. thereafter thru PT Buck solid d CMU wall +41.2/-50.0 psf A 16-0330.02 Overhead Garage Door Model 824 T-4" max. width W-O" max height DAB I -Jnto Install track to buck per product approval and per manufacturer's recomendations. Attach Buck to wall uain 3/8' x 6" anchor bolts at 18" o.c. 10-9-21 +50.0/-60.0 psf B FLU 1522I.1 Fiber lass 9 Smooth Wood rein g series o fiberglass Plaspro/Nanya Plastics Corp. Elco 1/4' die. tapcon with min 1.29' embedment at 6" max from corners and 14" 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 3/16' dia. Tapcons w/ min. 1 1/4" penetration at 6" max. from each corner and 19' o.c. thereafter thru PT Buck �into solid tilled CMU wall + 40.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST EDxpiration tteo Designsure of proved Mullions FLU 15353.2 51(4 vertical mullion Mi Windows and doors For CMU use �4) 3(I6" din. tapcons with min 1 1/4" penetration wit ancnors located per protluct approval drawings. MFG TO PROVIDE REBAR IN MULL + 44.2 PSF - Roof FL# 1211.4 5V Crimp Metal Roofin 9 INSTALLATION METHOD: A -IS Union Corrugating Co Union Corrugating Cc 26 ga. 5v crimp metal roofing attached to deck using U9 x 1.5" wood screws with washer per approval over Titanium UDL 25plus 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 ail laps and two staggered rows 12" o.c. in field. Attached deck per sheeting attachment detail on roof plan FIELD: -85.g PSF Edge and Perimeter: -113.1 PSF Siding Stucco on Block Soffit IS-1021.02 Model T4 12" vented Vin I Soffit Kaycan Installed using any approved anchors as shown in product approval. Contractor to strictly adhere to the product approval for the use f ner n ills 4-20-21 +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 24 Gauge Storm Panels Gl&bal Protection Prgducts LLC Installed using any approved anchors as shown in product approval. Contractor to strictly adhere to the product approval for the use f fas eners. soacings. and edge distances. +55.5/-12.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer fofRecord ) SCALE: 1/4" = 1'-0" Oil 5/8" thick x 8"w cut --� coral finished stucco bands -0'-4" A.F.F. 2" x 4" top plate 1I ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board I II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6'x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition 12 4 SLOPE SCALE: 1/4" = 1'-0" Union Corrugating Co. 26 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 6" o.c. at all laps and two staggyered rows 12" o.c. in field. Roof deck to be 19/32' COX plywood nailed to trusses with Sd x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.6 psf ■ 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION nts Braden t Braden AIA, PA gnne Building Corp. Architects - Planners 41'1 S.E. Coconut Avenue Carlton 299 Tel (112) 281-8258 Fax (712) 281-8283 Spanish Lakes 1///, B E-mail: bradenaia comcast.net St. Lucie Count Florida Stuart. FL 34994 #AAC000032 y VIA WJ ERMITE TREATMENT REQUIRED CONCEALED FASTENERS 09 ATTACHMENTS ARE THE RESPONSIBILITY OF THE CORTRACTOR OF RECORI) ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED TI ESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS SQUIRED BY FIELD INSPECTORS THAT MAY BE 'NECESSARY:IN ORDER?0: ? OMPLYWITH ALL'A00 (CABLE CODRSf 5/8" thick x 8"w cut coral finished stucco bands ' !�5 ST. LiCTF' COUNTY R[JI11,n1Nf- niYISION FF, «'E.D FOR COMPLIANCE 14 Aa AIND FER11i71'1MUSTHE KEPT ON JO- VO LNSPECTION W*.LL BE IDLkD-E, 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 Plgwood nailed at 6" o.c, in field and edges with IOd ring shank galvanized nails into truss webbing. 12" H. O 5/8" thick x 8"w cut coral finished stucco ban s SCALE: 1/4" = 1'-0" Finish Columns with 1 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING: INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: Il'-O" Roof Pitch: 4:12 Internal Pressure Coel (cent: ±O_I8 Subyectabdity to damage from: Weathering: Negligible Termites: Verut,LHeavu Width of Roof End Zone:_3'-4" Wind Speed: 14S mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+OAWL; 0.6DL+0.6U)L Components t Cladding Wind Pressure (NET) Roof Zone: 1. +2OA/-32.6 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 Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detain Provided? Yes Minimum Soil Bearing Pressure:2,500 pal, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD 10 psf ITCH = Roof Zone I Walls Zone 4 Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: fate Drawn : Revisions : Sheet Comm # 12-8-IL GARAGE Drawn by: LEFT C.C.U. 1 _ I� 300 Checked by: D.R.B. OF 5 , = L O O R FLAN Il-� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4° diameter steel crash post. Floor proceeding With Work. Flange with 4 - 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into slab (3/e"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have 6, a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 22 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 -'!>6 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �a/s° 2% 6. Drywall at ceilings shall be leveled and attached to bottom chord 2/z, of trusses with screws per FBC R102.3.5. 0 0 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11, Contractor to Provide a 2'-8" wide door at one bathroom for 2y," 2%" handicap accessibility requirements. 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 G. 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 I1. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x L" 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 IS. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C`f60, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be Installed according to the followinq: (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 12" 2" x min. thickness Ceiling Perpendicular 24" 1" 13ga 1 3/8'011oong with 19/64" head 0.098" diameter x 1 114" long annular -ringed or 5d cooler nail �2 OR Walls Either IL" 8' 16" 0.080" dia. x 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.084" dia. 12" x 15/8" with 9/32" head. Ceiling Perpendicular 24" 7 13ga 1 5/8" bong with 19/L4" head OR 0.098" diameter x 1 3/8" long annular -ringed or Id cooler nail e OR 0.092" dia. xx 1 1/8" long with Walls Either I6" e" IL" Direction I/4" head OR Gypsum board nail 0.0915" dia. x I 1/8" with 19/64" 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 3/16" tap -con with 1 1/2" penetration at L" 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 A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 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 accompanying S smoke E 84. developed index not to exceed 45O when tested in accordance with A Insulation shall comply with F.B.C. R316. Union Corrugating Co. 24 ga. 5V crimp metal roofingg FL#; 1211.4 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 L" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced L" o.c. at ell laps and two staggiiered 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 per Simpson HETA 20 or equal hurricane anchor at each truss with (10) lod x 1 1/2' nails 12 PRE-ENGINEERED TRUSSES 24" o.c.) supporting Max. 1 lobs. 4 at 24"o.c. TYPICAL 8lo uplift �� (shop drawings bg manufacturer) Aluminum Drip —� \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete (l) #5 bar cont. in each row. Substitute _and precast lintel filled with concrete and (1) 45 Kaycan full o vent vinyl soffit installed bar Cont. for bottom row over openings using 1/8" dia shank x IS" long galv. roofing nails with 3/8" dia. head per product approval — see chart sheet #I I/2" dr Well Over I" x furringg strips at IL" O.C. with R4.1 frfod —Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 5/8" thick light textured is = and shall meet all pertaining ASTM codes. stucco typical concrete oo Mortar to be Type M" only proportioned per FBC RLO1.1 block construction and Mortar Joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell (I) #5 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L and Visqueen over clean compacted termite treated fill Grade III III—III1= r=III iliT j 11 l III - \1114" x 14" Concrete footing �J J\ 14" with (2) 45 bars cont. and #5 TI I I C f-'(L s� C� f O� transverse bars at 48" o.c. Y Scale I/2" Bottom Masonry Beam 0i1r0 N.T.S. Head fixed door sliding door - Sliding Door Detall At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1,4-14 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1% sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. 2" VTR JAL I I I 21' VTR Master r I JiL Bath 1 r ILev. I 2^ Lev. I 4• 1 2" VTR JILW.C. 3" I I 2' 3" 1 ahwr. Kit. Sink I Kitchen 2 " I Lev. 3" W.C. Bath #2 Sher. 3" ?' C.C. ^Ta Septic PLUMBING RISER 1" x L" 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 3/16" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb uJlndow Sch&dul& Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-5%s"x 5'-3%s" 54%"x 63%," Single Hung ZONE 4 2, 4'-2 %s"x 5'-3 %s" 15" x 63 %q' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2"x 38518" single Hung ZONE 4 4. 4'-5%"x 4'-2%9" 1 54%a"x 54%" 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 Sch�dul� Mark Size Rough opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O" X 6'-8" 14" x 81 /2" of ace" Shding Glass Door ZONE 4 D 2'-0" X 4'-8" Solid Core - Wood - L-Panel -BI-Fold Finished 24" x 81 %2" E 2'-4" X 6'-8" Solid Core - Wood - 4-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 9'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 4-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 uI 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 Braden t Braden Architects - Plant 411 S.E. Coconut Tel : (112) 281-8: Fax : (112) 281-8, E-mail: bradenaia°comc Stuart. FL 34996 #AAC 3G'-O" I_ 10'-0" , 12; 10'-0" .121.1 install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at L" 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 P.T. Buck nailed to block with case hardened nails D eta 1 I at L I n d OW S prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION O in Attach buck to block wall with v 9 114" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x L" PT Buck of wall aries 71=1E #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and e t all a t. ❑ nnr prior to door attachment NTS AIA, FA Wgnne Building Corp. Date Drawn Revisions Sheet )ers Avenue Car 1 t on 299 GARAGE 12-8-16 Drawn by: ,58 LEFT C.C.U. 2. '83 Spanish Lakes St. Lucie County Florida Checked b y :000032 D R S. OF 5 Comm # Ii�-300 m STFIUCTL fiRAL NOT S: 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: ROOF ( = 4� PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI WIND VELOCITY =PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, it 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 5% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. B SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: MACHINE COMPACTED TO A MINIMUM OF 2500 FOOTING: 3" BUILDING CONSTRUCTION BEAMS: I-1/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. -I• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF IOCO 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE F 0 U N D /4 710 ` , F L /4 ` I 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 2S00 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 �8" O.c, max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) �. 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 60, meeting ASTM A-16 and A-3S specifications. ALL Anchors to be A-30-1 steel. `l. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ 30" overlap SEE TYPICAL at each filled cellSECTIONS 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade — a) m IIx Iwi h(2cmonolithic -II II III— footrng )#5 barscnt 14" TYPICAL FOOTING DETAIL / SCALE 1/2" = I'-C) 4" concrete slab with flbermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cost. Step per o foundation plan #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 Tooter 16" below finished floor_ Verify house slab height in field 30"x30"xl6" concrete column footing with (4) I= 45 bars each way 30" COLUMN FOOTING DETAIL SCALE I/2" = I'-O" SCALE: 114" = I'—O" 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. Thicken edge to 8"x8" with concrete and 4" concrete slab with Fibermesh OR one 45 bar continuous 6"x6" UIOAO WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE O) — ,.,.. I IIII ..IIII —IIII— III I- F -J% PORCH SLAB EDGE DETAIL \ SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL 4"__SECTIONS Adjust curb height based on gar. floor 4" concrete slab with flbermesh OR slope. 6"xb" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill Grade IH I it w m M"w x 14"d concrete monolithic IIIIi' footing with (2) #5 bars Cont. 14" �_ GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. m (V Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location F^.t; J Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS 14'-0° 36'-O" 10'-0" 12" 10'-O" 12" ueii Iuu_�_ _ _u_ _ _ _ _L2JI L!Jl I Iuu _ — �I---- — —- � I F F I I I O Rear Patio/Slab -� r to be poured separate 0 12'-8" from the house slab. p F4I a Thicken footing to 24 rn 0)FI 24"w x 14"d x 24"L under filled cells 7, J I under girder bearing. �I (] - O O O o° O ❑° O 1-: I —■ L---—----— — — — — —— — — — — ,I Rear Patio/Slab to be flush with bottom of sliding door recess. FI Slope 1/2" I I� —off I I` I I I II I II OI FI II I I H B I Vanity to be la'-34Y,°high 4" concrete slab with flbermesh OR E 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I FI I I I ■I II i C--- i �, I F O V ° IF ■ I FI I F I ik1 I [ I or_ 1 A/C --"0 Steel Ba—llard— —H II Ffilled w/ Concrete 0 \— 04 FW 1 I vow I I E I � I FI `-' E I L °- � c� I OCJ O to -0 O r -;I 0) =3a I up c F5uu � I _I X O to 0 I & Recess for — — — — J O F4 MM ° Garage Door m zl HH -.— — — 3' -5" 3'-5" 5'-4" nV Il I IC FI I I� FI I O uj OC 3 I 1L F4I 12'-6° 6„ I l F4 ° — — — — — — — — — —4 a — 12" x 12" concrete column block fills with concrete and (2) #7 bars vert. into lintels above H.B. o Ln 1, Cnil FOOTING SCHEDULE Mark Size Description FI 14% x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x 1611D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" Braden it Braden AIA, FA lilgnne Building Corp. Date Drawn Revisions Sheet Architects - Planners 12-8-16 411 S.E. Coconut Avenue Car 1 tor 2 99 GARAGE Drawn by: Tel : (112) 28-1-8258 LEFT C.C.U. Fax : (1712) 28'1-8283 E-mail: bradenaia5comcast.net Spanish Lakes St. Lucie County Florida Checked by: D.R.B. , Stuart, FL 34996 UAAC000032 OF 5 Comm # 1�_300 ROOF SHEETING ATTACHMENT DETA1 I. Minimum Nall Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Kea Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 141, .4" ad 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 Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. l�, Provide Cast -Crete 8U8-OB/OT precast - lintel set in mortar Min. 8" Bearing Vemfg Plan 12"x 12" 1 Column Block \-61 Rebar Rebar 48 Bar Did. Ll[ri_ Overlap to Llnt&l /4ttachm&nt NTS Additional Precast Lintel #5 bars Lintel Bar Clear ii n A " " B ", In Length Length Span Bars Bars CLEAR Will, 2'-8"2,#3 none '';` 1 1 ----- `----' t----� 3'-6" 3'-4" 2'-2" 2.93 none BF8-OBAT 8P8-8/I1" 8P8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none - #5 bars CLEAR ';i;,..:;`i��.�'%;� 4'-6" 4'-4" 3'-2" 2,#3 none •.'•£.{�.)'`., One Row of "H" -- Block Above '% 5'-4" 5'-2" 4'-0" 2,#3 none '• 2,#4 none r 7 Precast Lintel r': y 2,44 none , • •, A .•. Additional i ' ' tiara ----� t----' T-C 1'-0" 6'-2" 2,#5 none BFIL-IB/IT BPIL-IB/2T 8'-4" 1 -10" 1'-O" 2,95 none NOTES: ALL reiriforcing steel is grade 40. I. min. coverage of steel-1.5" 2. min. bearing required a 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 edification Rows of "H" Block Above " Bottom Steel S1iQ Top Steel S1ZQ Max. Gravity Load (PLP) Max Uplift Load (PLP) Max. Lateral Load (PLP) L22 2'-2" V-L" BPS-OB/IT 1 #5 3069 1569 1024 L31 2'-L° 2'-8" 3'-1. 4'-0" 8P8-OB/IT 1 #5 25LI 13L3 143 L45 4'-5" V-10" 8F8-OB/IT 1 #5 1105 909 339 L50 5'-0" L'-L" BPS-OBAT 1 #5 1238 835 121 LLO L'-e" T-V 8P8-OBAT 1 #5 1011 121 534 LBO 8'-O" T-4" BPS-IB/2T 1 #5 1 2 85 152 591 512 1_90 9'-0" 10'-4" 8F8-IB/2T 1 #5 2 #5 L43 530 401 L90B T-O" 10'-6' BFIL-8/21" ONE I #5 2 #5 1533 1183 401 LI00 10'-0" II'-4" 8P8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" BFI4-8/2T ONE I #5 2 1 #5 136L 1028 452 1_I20 IT-O" 13'-4" 8P8-3/21` 1 #5 2 #5 411 428 324 L120B 12'-0' 13'-4" BFI6-6/21* ONE I #5 2 #5 1015 110 324 LI40 14'-O" 15'-4" ePIL-8/2T ONE 1 #5 2 #5 1250 1.09 259 L140 IC -Om IZ'-4" 8P8-IB/2T 1 #5 2 tt5 300 192 194 LILOB IL'-O" IT-4" BFIL-IB/2T ONE 1 #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST=CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. CBS WALL Provide #$ bar set in pre -cost lintel into beam where length of the opening calls for it. Provide PT Buck attached per jamb letails into filled c 4" Pre -cast SIII \ oured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in Filled cell. Tie filled cell steel into continuous rooter steel. Cc diets Anchor. Per Poured Concrete or / /Ma uracturer. 5pecs concrete block wall ,I/4"Max. i Aluminum Panel Sizes per manufacturer y/2• See Typical Stud. it Scale: 1/2" = I'-0"ri I v 1/8, x 3/32" Wmg Nut w/ m i v appropriate washer end spacing per manur,rscturer's Details SINGLE PLY REAR GIRDER TRUSS ;,� ei,a .013all t u I m � Nail 2" x V blockinrq to vert. leg of v m truss with IOd x 1.5' nails at 4" o.c. IL Install Simpson MGT into wall usingg 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss —.lee• i Stud Detall Poured Concrete or Mrs concrete block well \ Stud w/ Die Gast Zinc \S Nickel Plated luin9 Nut Concrete Anchors Manufacturers Specs 3LOCKING DETAIL Flush Mounted Shutter Detail )ER STRAPPING TER BEARING POINT 7/8" thick light textured stucco installed per ASTM C 929 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tyype 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at L" o.c. in field - and edges with IOd ring shank nails into studs. Union Corrugating Co. 2( ga. 5V crimp metal roofing FL#: 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 6" end laps fastened with corrosion resistant tm— caps with 1 1/4" ring shank nails spaced 6" o.c. at all 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 = BSA psf 12 Simpson HETA 20 or equal hurricane anchor at each truss 4 with (10) IOd x 1 1/2" nails ( 24" ox.) supporting Max. 8101bs. 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 galv. roofing pads with 3/8" dia. head per product approval - see chart sheet 41 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 #5 bar continuous BEYOND Top of rooter IL" below Finished floor v Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web Brace Gable end with 2" x 4" SYP #2 art back nailed to bottom of top chords using (2) 104 nails at each truss nts PRE-ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ! shop drawings by manufacturer ) r O u N Q7 QQ LU L T U 000 an co an dZ E (T) �i s Brace Gable end with 2" x 4" SYi art back nailed t of top chords uan nails at each true V'\R-30 blown fiberglass 1/2" thick stucco on 3/8" hi -rib lath in bottom chord of trusses C attached to horizontal and vertical wood framing with nails or staples to provide - 1/2" drywall with smooth finish - no less than 1-3/4" penetration into a horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete into vertical wood framing members and (1) 95 bar Cont. in each row. Substitute precast lintel Filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furrin 5/8" thick light textured strips at I6" O.C. with R4.1 fi-foll stucco on typical concrete insulation on typical 8" Block walls block construction All drywall to be installed per FBC R102.3.1 Vanes - see plan and shall meet all pertaining ASTM codes. ro Mortar to be Type "M" only proportioned��pper FBC R601.1 #5 bar vert. w/ and Mortar joints shall corgi with FBC R601.2.1. 30" overlap Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) at each Filled cell Strap truss to wall 5/8' dia. threaded using Simpson MGT with rod with min 12" embedment Simpson HBTA 20 into beam either wet set or in epoxy with hurricane anchor at each truss (22) IOd truss leg nails into per detail truss. Add blocking to on this sheet ( 24" O.C.) supporting Max. IRin IL., r. O LLO BI BI O 00 LIO BI 'at U1 N Q N 00 �I I L90 Q _ � I 12 4 SLOPE I I '� BI L45 12" I L �I BI I I F_ E 2 LOP �{ I Q d BI X � E rn I I .J +, L ti I N L31 BI B L45 d0 � O I l � _ N Q Union Corrugating Co. 26 a. 5V crlm metal roofin a ~ W wood screws with washer Per Approval over 30 lb fe underlayment Installed with min. 4" side laps t X to caps with I I/4" ring shank nails spaced L" ox, at till laps and two staggered rows 12" o.c, in field. Roof deck to be 19/322 CDX plywood nailed to �7A� � I 7 N (a �eLin�JC; 4� attachment detail on roof plan Max allowable u lift = 85.8 sf BI L a� a a W L #I w I u 22" x 54" 4 SLOPE I Attic Access with light E — N u N #2 min. o bottom g (2) IOd 1 I 8'-O" MAX. U T) 0 (2) pp po P1NT I jl s� BI RU BE I I Z s I I A IC 12' I BI I L31bo I l I I I 1 1 i BI _ N T LID BI LOB L45 BI a � BI BI BI Lloget 0 to LU �r rrica ( 2 Impsro e a o.c 181 H hor sup lbs. TA tech orti uLif � O L5 t Ma . ' �777 E:..,: Fill cell with concrete and o L n Rear Patio/Slab to (U #5 bar Vert. (typicaU. l0`il be Flush with bottom of Max. spacing shall not exceed ,[y\ / sliding door recess. Wood 48" unless otherwise noted f dt I f Base see Dun a ion pan notes or spacing at openings - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET Step per foundation plan 4" concrete slab with fibermesh OR — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"x4" #10/10 WWM on L mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER Slope per foundation plan clean compacted termite treated fill - ANY CHANGES 70 THIS PLAN SHALL BE SUBMITTED TO T H E 7777-7 ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. =IIII III —I IIII III—IIII III—IIII 1IIII=IIII— - ALL TRUSS TO TRUSS CONNECTIONS BY I1=III - IIII -IIIIIIIIIIIIIIII=IIII—IIII—III--Ili' TRUSS MANUFACTURER IIII=IIII III�III IIII=IIII=IIII=III 14111 III- �I - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR II,„IIIIII e TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION ii IIII-IIII=IIII "' 3 7I pICaI Section at Front florch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : 1/2 = I - FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden t Braden AIA. FA Wgrne Building Corp, Date Drawn Revisions: Sheet Comm # Architects - Planners Q q 12-8-I6 411 S.E. Coconut Avenue Car 1 t on I I GARA`G� Drawn by: Tel : (112) 281-8258 LEFT Fax : (772) 287-8283 C.C.U. Spanish Lakes E-mail: bradenaia9comcast.net Checked by: Stuart, FL 34994 #AAC000032 St. Lucie County Florida D.R.S. OF 5 F- W O N 2 LU .o L � L U� W I- E U W U 1] W O a Z_ �CV�j z I— L W Q W iL O F- W T Poles BR Load Wire PANEL "A" Description circ# circ# Description Wire Load BR Poles 2 40 l.0 kw #8 A/C comp I 2 AHU ttlo 3.5 kw 30 2 3 5 4 6 2 2 30 4.5 kw #lo 40 gal. water HTR Range 96 12.0 kw 50 l 8 1 20 1.8 kw #12 Pump 9 to Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher U12 1.2 kw 20 1 1 20 1.5 kw 412 Microwave is i6 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 1l 1 18 1 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 [A kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts Recepts #12 20 1 1 20 412 General Lighting 29 30 #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 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting 1$12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 Spare 41 42 spar PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General .Lighting (3, ,watts. sq.. ft.) Small Appliance_ Circuit(s) .... .. . . ............ .Range .. , , , .................. .................. Refrigerator. Microwave ...... .....................................I................ Dish Washer ........................................I.........I......... Clothes Washer. .Clothes. Dryer ................... . ............................ Water Heater .................................... -...-.................,. Water Pump Garage Door Opener ..................... .. .... ........... . ...... . . . . . . „ 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1.200 1 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 0100% 1 10,000 10,000 Remainder 21,415 ®40% 1 O 10,966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 1 129.03 150 Amps Electrical S mbol Legend 3 Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed i s Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Wall Mounted Light =E) Waterproof ground fault circuit IT Light with Pull Chain (attic) ® Floor Duplex Outlet © I Computer Connection Jack rc-m-1 Carbon Monoxide Detector 4N L5Flood Light T Thermostat m Electrical Panel © Central Vac Electrical Meter 09 Smoke Detector M UhZw Ceiling Fan © Television Jack Telephone Jack nc� c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light FsP-KR1 Speaker Hook -Up 0 Intercom Vent_thru ___ Soffit MECH,4NIC�4L L;4YOUT Electric Notes: SCALE: 1/4" = I'-O" I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be Sleeved in P V C 11. ALL A/C Equipment shall comply with energy calculation 12. All Work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, teSLIng, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and Workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed WI-thout additional charge and shall include replacements or repair of any other phase of installation that may, have been damaged. 11. It is not the Intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18, All work shall be done In accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25, Dryer Vents to be installed per FBC RM1502 A/C disc. 150 42/0 Aluminum feed AMP I %' Conduit PCB A EL 2" PVC ( 2" naid service FPL 46 copper wire cont. rebar in 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.(3. Vent_ thru -- d�flt Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. not shown i clarity 9 ELECT In PLAN PATIO/SLAB SCALE Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit Post Light with Photo cell I In H.B. Exhaust D Thru So' Wire For Front Post Light =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS upset=1/4" heel=315/16" PLUMB CUT END " 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=l/4" heel=315/160 PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER ATA HEIGHT OF II ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEE-L. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 1 8' - 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - --- I i SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0r ON CENTER EXCEPT AS NOTED AIR HAN�1_�R 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 MAYBE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AL DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 7CE 14' 22' '4 22' 14' I I I II I I I I I I i L I 1 ' I� r --- % N GRA to\II II 1 II HI II II II II II II II/4" N 1 PAP 0/10,01 W-I - IIIIIIIIIIII E_ ...Jig -MEMO ___: MIAMI 000/00, Egapir, -.4 �``�"1 ©1010M 1 01 INVERTED -V` WEBS AT CENTER VAN .•.0010 1_ .. ENGI Nis� Mimi O SIMMONS 1011041 I � ■%■ �i �Il�le. %1 �'/I■I�III�11�01111�1111\I�I�II�I\ 1� all Oil. � I I I I I I �t 15'-10" 511 TI 11'-6" GARAGE LEFT �I�I�I�I�I�I�I�III�I�I�I�I►�I�I®I�I1► �B\%IL II II II II II II I II I. II II/�0 GRA �B\%IL II II II II II II I II I. II II/�0 GRA 01 e \I toAI \�\a. 011 _ INVERTED N" WEBS AT CENTER W19' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR AM ■ ,. /I�1111�II�1111�! taaaaaar■leaf— V __ INS A \\O`�l\\\\\LO`.\\\`!\IN to ATA ATA ATA ATA ATA ATA ATA Uri ATB A-r:1 IL l,- Y _.. _ FABRICATION AGREMENT E U89E8 CANNOT BE STARTED UNTIL THIS AGREJEMENT IB SIGNED & RETURNED T11e of description of the Properly where the busses will be Its aged Is: . 711:o.updefelpnad acknowledges end egresses; ., _ . wldch h the eo a a Wlotky loPor determinl�s e'erlit Nle trues placement diagram layout, AN dimensions N this h nB tlpxsafW fabriwflon of the tnlesea. '•.3.,Unlees wdUen notice have boon wed lha underelpnad. • do's of delivery the uMenlprwd edpr�eesyMtt' noey mecktll;rpas,wlp�'I stowed, nInhan he event auoh written notice h famished Chambers Thus shot have three bu9yrea days In which to hepin ropers required, or to substitute otlror Wsaea, M C thI (3 optl�n . ;4,,The undersigned eGmowlodpea receipt of SCSI 1.09" summary sheet by TPI 8 WT'Caq, $ begvery Is to Job ske. k h the buyefi reeponalbllky to make ma Job sire suitable for dehfery. Chambers Truce tree the sole authority to derortnlne the sukabllky of the Job alto oy e The buyer m,co snafbls for eddltlona dents rues colt bno,o responsible for dump delivery Doty. because Job Cite Ili not prepared for del ry °men°es k Chambers Trues has to redeliver &tydah roaponslble to Chambers Tnree ortovrdn9 COI dueptoreshe mnd[Uona ry of busses. ..xt);tPrlca ae showm lo paragraph 7 below le subled to change k arty changes are. made h thlsJeyou;.4 b50 per trourfes for revisions may be charged by Chambers Truss. ' Tr)'111h la a WRCHASE ORDER to Chambers. Truss of the uum agreed to, or k n,• aptrb)id ant a reaaoriable pries. Invoke coin 6a made on delivery and paid within tarma of n on;ddlivery. Invoice may be made at scheduled date bf delivery k buyer cennoI a fthery'of fabricated trusses. The undersigned agrees to pay Chanibers.7fuea reasoneblA 4tlorr eya fee for colledlane In event of Peyma t not timely made. 1.12 %per mot tit selob :harys ce wIll be added for ag sums rust paid wkhln terms. 8: Signature or Initials anywhere on thh sheet Consomelt agreement to sittennshereln. .ln w' s.9.iulderaCham tbn of bers Truss extending ded11 for thla materiel the undersigned lllcondltlonally, guarantee payment when due of any and all Indebtedness owed to debtednsTrussss dla softy receINng materiel end the undenlgnad egreea to pay such actpMnL 0 et(omeys teas, k deTauk In payment for marorial be made by the 10. In the event of any gtgation concerning this agreement, the kerns fumlahed hereunder iSalnt LI County, Florida. rpayments referred to herein, the parties spree that the sole venue for arty such action will 14.091 responsibilities are per -National Standard And Recommended Guidelines on asponalbetha For Consructlon Using Metal plate Connected WoodTrusses NSVrPWVTCA 4.2002- GNED r . .-r,-�-----------+--•-•)•,••••e'a �..�Itw-ro plavemtrylayda darR9gB,,• >fl 0101e ply trusses must be festened together per engineering •, $UI they are set; failure to do so can result.ln roof collapse. ` orary and permanent bracing are required and can save life "*-hand property and Is the responsibility of the truss erector. Wdy the contents of the Information picket Included on delivery „' h��, before setting trusses. 317ntssas mLmtbasAwWhmmdperdWolDPwatkW&ftnagL Trusses must be set pldmb and square t)o riotbet bunks orstack of plywood, roofing material or any ,ether 0#66e111trated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT FUSE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES .-:!..:CHAMBERS TRUSS-INC :; 3105Oleander Avenue i;•;;:.;. Fort Plerce; Florida 34982.6423 t;.:"'..• 800-551-5932 - r' ' 16K Pierce 7T-"5-2012 Fax 772.466.8711 'Veto Beach M-509-2012 Stuart - 772-2863302 i I"''^�ti' • - Web Spas CHAMBERSTRUSS.COAII , 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 rovers general roof shape, review of truss strapping, and loading on structure from gray and uplift loads and their rasp ry locetitf Approved By; Dale: 92.0/93.2 MITEK 4.2 1 Braden & 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"1 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 H.U.L.=Hestraining Dead Load C.B: Continuous Bracin ry Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 14 different trusses. MI 4: RLC ACAD: RLC Reviewed By:-jl&__e.WI - � Date:11/14/16 I I I FOR TI ' TI 15'-10' ' tQ WYNNE DEVELOPMENT CORP. rC DESCRIPTION: . GARAGE RIGHT CARLT99 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 14 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 -735?&q Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record.