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HomeMy WebLinkAboutBUILDING SITE PLANI■ Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #IILS1.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and V end 1AK. fear nnnri ""r1" tin inns Anrl 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 in. 5v crimq metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type_ 2) 30. lb felt underlayment installed with min. 4' side..laps and A" end stucco on typical concrete LEFT ELEVATION block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors. Sliding Doors. Windows & Skylights Opening Type NOA/FL NUMBER Model Manufacturer Glass Attachment method TESProduct iration Date Design Pressure of Approved Testa 1.2.3 t4 FL# I1499.2 Single Hung Series 185 MI Windows and doors qq x cons qq inn pansiree�en at any r eep)l, aorper end G� O.G. 4pereaTtar through PT Buck :nto soils Iliad Chnuu well maintaining min .g" edge istance m strict adherence to the roduct s ravel. ± 60 par A 1i-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width IG'-O" max height DAB rou x to eanrnte m ee ;;h"f J'r Y.r; � r'j s/le'nM a�. ;ldpaaH4wwwe irises s«k"ie h"e�k ne 59rt x' 57efu eh «a ky ¢rat. m .ash b.da a.nea .rig aft "r I.s ache dA nee - 6C to Kratle adhere ro Areas a VW�I r de 1/1 ' 't unhor an railer swil 10-9-21 + 50.0/-60.0 psf B FL# ILL14.1 Fiberglass Smooth Pro/ Jeld-Wen Elco 1/4' the. tapcon with min 1.25' embedment at 3' max from corners and IT.5" o.c. max thereafter in head and ,lambs, + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 Mi Windows and doors . x cone I Cens ration at max. rom eecl corner end �ac. a do: raw theree to throng PT Buck Into wild felled CMu wall maintaining min 2.5 edge utanee n strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method ?xB' tion Date Design Pressure of Approved Testa Mullions FL# 15353.8 CM-18S31 vertical mullion MI Windows and doors For CMu use (2) 1/4' x 2 3/4' topcona with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FL# II451.12 SY Crimp Metal Roofin g Gulf Coast Supply and manufacturing 24ga. 5v crimp metal roofing attached to plywood deck using #R x 1.5" woad screws with self sealing washer at 12" o.c. max abating over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 ride laps and G" and laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail an roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198-3 Model T4 12" Vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0,12' din. x 1.5' long ring shank nails with 3 S" dia. hand, +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2' o.c, along the bottom and 13" o.e. at the top + 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4 side laps and 6" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all lapa and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE, .H. Finish Columns with 5/8" thick cut coral COVERED finished stucco bands PORCH OIL 0'-0" = Finished Floor OL B'-I" BEARING e thick x 8"w cut "rnished stucco band: OL 0'-0" = Finished 2" x 4" top plate '1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board II II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibarmesh OR VxV #10/10 WWM on 6 mil Vlsqueen over clean compacted termite treated fill Interior Non-Bearinq Partition Braden it Braden AAA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (712) 28"1-8283 E-mail: bra denaiaecomcast.net in 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION 12 4 1 SLOPE ST. LUCIE COUNTY BUIL NG DIVISION REVIEWED FOR COMP IA C�1 C REVIEWED BY jt DATEPLANS AND PERMI I MUoT BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE THESE PLANS AND ALL PRD°n^ ARE SUBJECT TO ANV' i;::JRr;c,.1 iu es REQUIRED BY FIELD INSnECT(%RS THAT MAY BE NECESSARY ia( !,Trip TO COMPLY WITH ALL APPL IL ABLE CODES. ALL MANUFACTURES LABLES SHOW U FACTORS AND SHGC COMPUAN WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDC UNTIL INSPECTIONS ARE APPROVE H CONCEALEDFAS1ENERS A,9ETHER . ORAM Co"4CTO 0"ECORD, 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 24 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" c.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. li��r I�iWI III I� rMil-m- I 111501mi W1 Wgnne Building Corp. THE MAJESTIC Spanish Lakes St. Lucie County Florida FRONT ELEVATION SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100> Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is; Enclosed Risk Category: II Wind Velocity: I65 mph ultimate Mean Roof Height: '- " Roof Pitch: 4:12 pc Internal Pressure Coefficient: to -is Subjectabdity to damage from: Weathering: Negligible Termites: Val Heavu Width of Roof End Zone:-3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C CM 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.4wL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.L par Roof Zone: 2. +20.4/-51.0 par Roof Zone: 3. +20.4/-84.0 per Components t Cladding Wall End Zone Width: Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 per Roof Zone I Wall Zone: S. +35.8/-41.8 pal Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ® = Roof Zone 2 YesWalls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Sal Bearing Pressure:2,500 psi. Presumptive: X By Test: psi This Building Shall Have that Following: = Corner Zones APPROVED SHUTTERS. X IMPACT GLASS- BOTH: NEITHER: RW A"IlEa ROOF LIVE LOAD: 31 par ROOF DEAD LOAD: 10 per BY CountY FLOOR LIVE LOAD: •FS psf FLOOR DEAD LOAD: 10 pal I St. Lucie JOB_ADDRr-ss- Model: REAR PORCH RIGHT Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Revisions : /?0a-(-)/7/ Sheet I Comm # I. I i.4-i5o OF 5 LOOR FLAN Recess top plate Ve x 3/8"d CRASH POST DETAIL Saodetaillon°this set TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. ssifii I. Contractor to verify ALL notes and dimensions prior to 34" high by 4" diameter steel crash post. Floor Steel countertop support an le Counter top - verlfg type with contractor proceeding With work. Flange with 4 - 3/8" Install 6" from each and and J Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into sea in le^ter counter. slab (3/e"t 50 ksr steel late) sea angle dotal 3. ALL Lumber to be used as Beam, Rafters, etc... to have p 2" 16 e" woad studs a minimum 1,400 P.S.I. fiber stress. 6° 1/1• drywall 2" x at x e' 4. No dissimilar metals to touch. 2�" 2�J" PT woad plan S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �2 ALL Concrete used for vertical filled cells, Cont. tie beams etc., to ° in ° KITCHEN ISLAND FRAMING DETAIL shall be 3,000 P.S.I. concrete and/or 4,000 P.S.i. grout mix 113/8" 2�2" 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R�02.3.5. 2r;' Attach buck to block wall with 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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements.,, 12. Lowest finished floor to be set by Governing Building Department 6" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 17, All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply th FBC R316 - see ermit info box of code edition 1/4 dia. Elco conc screws with min. 11/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior race 2" x V PT Buck or well ariea #B Wood screws thru jamb Into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION 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 face at head and sell per product approval of wall -\ / \ Buck to be I" x 4" PT 18. wGyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 be I l c" Mock P.T. Buck nailed to with case hardened Halle C40, C1002, C104-1,C1117, C1118, C12-18, C1395, or C13% and shall installedDetail D e t a l l at UJ I n d ow s prior to window attachment according to the following: (FBC R-102.3.5) I" x V PT Buck nailed to Masonry Beam NTS Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drquiall Into Spacing MaximumNeils wood framing members Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12° 13ga 1 3/8" l g with 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or Sidcooler nai1 /2 OR Walls Either 16" 8" 16" 0.080" dia. x 1 6/8" long with 15/64" head Direction OR Ggpsum board nail 0.086" die. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" IRng with 19/64" head 0.098" diameter x 1 3/8' long annular -ringed or bd cooler nail Walls Either IV S. 16" 0.092" dia. 1 1/8" long with 1/1" head Direction OR Ggpsum board nail 0.0915" die. x 1 1/8" with 19/64" head. block with case hardened nails prior to door attachmenF 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13l.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with A57M C1288, C1325, OR CII-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 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 accompanyingS mo E 84. ke developed index not to exceed 450 when tested in accordance withh ,,44 Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1,25" ring shank nails Traced 6" o.c. at all laps and two staggered rows 12" o.c. in Field. Attach deck to trusses using attachment detal on this sheet Simpson HETA 20 or equal hurricane ith (10) 10d x 1 1/2" nmisusa ( 24" o.c.) supporting Max. 18101b5. uplift 11 Aluminum Drip Edge t Fascia 2" x 6" Sub -Fascia Kagcon full o vent vingl soffit i using 1/8' dia shank x 1.6' long roofing nails with 3/8' dia. head product approval - see chart at 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell I I Grade 12 PRE-ENGINEERED TRUSSES 4 at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cant. m each row. Substitute ad precast lintel Filled with concrete and (1) #5 bar cant. for bottom row over openings #1 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 fl-fod insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. uo Mortar to be Type "M" onll proportioned per FBC R601.1 and Mortar fonts shell comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). Max, spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at opening& 4" concrete slab with ribermesh OR 611x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill _, .. �.., 4•'. .' I I I,I 111 i-I I11-II -I hill ll-IIIIII:: _ -IIII-111 I ff,I 1- 14" x 14" Concrete footing I with (2) #5 bars cons. and #5 transverse bars at 48" o.c. TYFIC,AL SECTION Scale I/2" = I'-O" 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 3/16" 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 approval - I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment - -.; .. fixed door sliding door Masonry Wall Bottom Track Typical Flooring Bill Install SGD thru buck into block with 3/16" tap -con with Sliding D oor Detail i penetration at ." max. fromom each corner and 20." o.c_ max thereafter at jambs per product approval jamb At Masonry Wall NTS Window Schedule Mark Size Rough O en. Window Descrl tion PRESSURE ZONE I. 4'-5Y;'x 4'-6'/s" 54%"x 54)1" Single Hung ZONE 4 2. 6'-2 Y;"x 5'-3 %" 16' x 63 %4" single Hung ZONE 4 3. 2'-2" x V-Z6" 21Y2"x 3a%" Single Hung ZONE 4 3'-1" x 5'-3'/a" 38" x 63 %" Single Hung ZONE 4 ALL Windows to be aluminum Windows w/ tint rid 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 wi h manufacturer s space prior to construction oo Door Schedule M rk I Size Rough Opening Door Description PRESSURE ZONE 9'-O" X 1'-0- 108" x 84' Overhead Garage Door ZONE 4 3'-0" X V-8' 41"'/4" x ii Fiberglass Panel - Inswing ZONE 4 6'-0" X 6'-8" 14' x 81 %2" F',"`°" Sliding Glass Door ZONE 4 2'-0' X V-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" 2'-6" X 6'-8" Solid Core - Wood - 6-Panel 5'-O' X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x V-8" x 1'/;' Solid Core Wood, Steel, or Masonite Door Ill 2'-8" x 6'-8" Solid Core - Wood - 6-Panel 11 2'-V X 6'-an Solid Core - Wood - 6-112anel - Bi-Fold b GARAGE W AI Wi ILL Exterior doors to withstand pressures stated in permit info x on sheet 41 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 rough opening dimensions to be verified by contractor h manufacturers specs prior to construction 8'-10Y2" 12" 8'-10Y2" J I ° ° ° EGRESS ° 13'-II" Filled cell under girder above O a O 0D PORCH WIRE LACEILING STUCCO o I d- 3' ry MASTER O BEDROOM C u _ �V 8'-O" AFFMT ... �� ° ° OD vOD �q Flat Ceiling I _!J~=U�7 M 6 I ° I � (V I ° V anity to be O I 10 34 1, high Rod t Shelf a'-O" tolq'-8" A.F.F. _ _ _ `i Vaulted Ceding 1-4 ° 6„ 4, �I_3 ❑ Mirror O m I GREAT I ROOM CLOSE: Tlo I o H.B. 00 - J H Rod t Shelf , I N O ' I - I 32 DRYER ASHER LU I uJ q'-5" O LAUNDRY L I F8'-0" to 9'-8" A.F.F. O Vaulted Ceiling �r DINING Vanit to be O cn 18" 42,1 34 Y2 high I I I ROOM T counter tops to 3/8" thick steel O - 9'-5" E 4" 5'-3" I i tr overhang wall 1.5" 90 I counter top supp its eq. eq. couni er tops to 6 over ang wall 1.5" E J , ° w ° O - - - - pp CAN R O +41" high wall _r OW SECOND BEDROOM r I <ITC7HEN m 1 0 -_ I 8'-0" to 9'-e" A.F.F., I 11111111[7-Vaulted Ceiling `n O Flat Ceding r I Upper cabinets to a J I extend over Ref. O I I N ON O NT REF. I o iv 3a' CLEAR 0 12'-®" 4" }{° OPENING L - - - J - - m H.B. Provide auto O R-II baits Inwlation :� A/C R-II watts Ineiation closer #I G 44�� See detail tinallthis sheet ° -- N Meter and panel I`\# W I -, on either side of I J I � - Attic 2thlight Access 1 ❑ house held verify - - - - J ° service locatio t I t - - - 8'-O" A.F.F. 8'-O' A.F.F. UI _n 15Pa eI Amp Flat Ceiling a Flat Ceding m m we �. o GARAGE GAR,AG ^0m OD 3 A C IG G o m J _ Block wall in garage to be Block wall in I struck bloc NEJ El MT JIEJ Egarage to be O / struck block r+ MER ENCY O O r - - - - - - - - - - - - - - - -- i EGRESS r - - - - - - - - - - - - - ---i O I i I I I I I I I 1 I I in i i i I in 3. Verify attachment hole location with GC prior to Fabrication 3/e" thick 6" steel bracke COUNTER TOP BRACKET DETAIL ° ° O ° 3 8 ° 2'-8" 9'-0" 2'-e" 6'-4" 2'-e" 9'-0" Square Footage Breakdown Total A/C Space = 1,608 sq. ft. Covered Porch Total = 244 sq. ft. Garage = 518 sq. ft. Total Cubic Ft = 12,864 Under Roof Total = 2,324 sq. ft. Braden it Braden ,AIIA, FA LUynne Building Corp. MODEL Date Drawn : Revisions : Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue THE > I A J E S T I C REAR 5-9-11 Drawn by: I .4 _ I O Tel : (112) 281-8258 PORCH C.C.U. Spanish Lakes Fax : (112) 281-8283 RIGHT Checked by: E-mail: bradenaia comcast.net Stuart_ FL 3499L #AAC000032 St. Lucie County Florida __ D.R.B. OF 5 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,900 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 #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. ALL REINFORCING STEEL SHALL BE GRADE 60, 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 12 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 96% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 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, 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 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 71- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14 DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16, 8- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR Il FOUNDATION FLAN MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Ang 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. Verifg all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 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'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 4. Contractor to provide for Form Board Surveg — Form Board Surveg to be provided to Truss Compang prior to truss construction -1. Contractor to provide for Soil test prior to construction and provide a copg of soli test to architect for review prior to construction S. ALL Reinforcing Steel Shall be grade 40, meeting ASTM A-14 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Seoverlap yEE TYPICAL at each ch filled cell ECTIONS 4" concrete slab with fibermesh OR 611xv #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade MI =1 III 14"w x 14"d concrete monolithic footing with (2) #5 bars cant. 14" TYPICAL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per a foundation plan loll (2) #5 bars Cont. bottom steel DETAIL AT (GARAGE STEPDOWN SCALE 1/2" = I'-o" 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 16" below finished floor Verify house slab height in field Ilillll-!!!'- �30"x3 column #5 bar aa, COLUMN FOOTING DETAIL 0IOAC concrete footing with (4) s each wag SCALE 1/2" = 1'0" Thicken edge to 8"x8" with concrete and one #5 bar continuous #5 bar vert. w/ 30" overlap at each filled call Adjust curb height based on gar. floor slope. #5 bar in curb SCALE: 1/4" = I'—O" FOOTINC; 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) 45 BARS CONTINUOUS 0 30" x 30" x I6"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY FF 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS 8 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WiTH 2 95 BARS CONTINUOUS - CURB ® 0'-0" 4" concrete slab with fibermesh OR VxC' #10/10 WWM on 10 mil Visqueen over Fill -,,,PEE TYPICAL �ECTIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Fill -O" ED WAP 18�1 811�1 —ITN �oo with x 1iconcrete monolithic f III i 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 W. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. if soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established b6 the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O,4y,' .• Single Filled Cell Column NTS Filled Cell Masonry Column With One 95 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS I 35'-O" 15'-3" 8'-IOYs" 12" 8'-10Y2" 12" x 12" concrete column with concrete and (2) V1 into lintels above 12" ck filled s art. tied r---- FI — — — —— i F4--- L--I8 QLT QFHldi6dcelillurw6der F FI I O gigdaleraiabmve _ I 24„ i o o I FI Rear Porch Slab to p 1 I r�17 be poured separately r J from House Slab. I N I Thicken footing to under filleddcell24 L O a I under girder bearing. I = Q z 0 — — I �� FI Reer Patio/Slab to FI 1 [ be flush with bottom of sliding door recess. Slope I" II it I FI I I t� I I I I ° I[ 4" concrete slab with fibermesh OR I 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill it I { DORYER ASHER I II i I Ii I r� 1 f ° Q li I FI l i[ FI I I I I I I C I i ' �i DW i I " I [ I 4" concrete slab with fibermesh OR I CxV 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I MICROWAVE REP NON -VENT 3a' CLEAR O I [' L Q ---- OPENING F O I r r— a ----- --i I — — — —— -- — I I I I I I I F I LLI I I LO I 0 o I I I I FI I Recess for Garage Door I E101 F1 o lu H.B. r I ;r W.H. I I O � 'o I I I I I I I m rmi a v m I I I to c; n' J I ,W I O 1 N I I F5 I - I I e { — ll I W L-------- —Jo — —- -- 2'-8" I 9'-0" I 2'-9" I 61-4" I I E I II F5 I 13'-0" - I I" t- — — — — — — — — 2'-8"_ I _ 9'-0" _ _2'-8" 0 i 0 I O ROOF SHEETING ATTACHMENT DET'AiL I. Minimum Nail Size = 8d ring Shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 KM Area Edge Field Fastener Pressu re Zone 1 6" 6" 8d ring shank 45 psf Zone 2 n u r1 sank 8d n shank �6 sf p Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6't 6" 48 wood screw 112.5 psf ** Use nails or screws based on res ure for roof stated in permit info box on these plans or zone 3 Concrete / Lintel Column Verify with Plan Rebar to Lintel 48 Bar Dia. Mtn. Overlap ROOF F �l L A Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Provide #5 bar act in pre -cast lintel into beam where length or I Scale : 1/2" = I'-0" filled cell steel into continuous beam block steel. the opening calls for it. — Overhangs at 1`0" unless Otherwise noted on this Sheet — Roof pitch at 4:12 unless otherwise noted on this sheet Provide Cast -Crete �--, = --' �- ., - -:=� --- -- — Truss shop drawings to be provided by manufacturer Bute- set in ptacaet hotel set m mortar, Any changes to this plan shall be submitted to the Min. 8" Bearing r.• . :::;> Y;;; :." , /. ` architect for approval In writing prior to starting construction. " 1"x>,•.Y-,;,�°'''° '' — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER o Architect to review Truss Shop Drawings Prior Q Provide PT Buck i:, -, to construction for layout and Uplift verlflcatlon W f;..a attached per iamb I;...,a Poured Filled Call details into filled cal —Contractor to provide for Form Board Survey and to provide = i Form Board Survey to Truss Company prior to truss constructio I f 4" Pre -cast , Sin t r #5 bars with min. 48 bar rs overlap in filled cell. Tie ell steel into continuous steel. Pared Cot concrete b Concrete Footing (see factor schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0' 12"x 12" Column Block r 'N CV A#1 Rebar Attachment NTS SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" O.C. Install Simpson MGT into wall using 5/8" die. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Poured Concret concrete block i Concrete u Manufacture luminum Panel sea per manufacturer See Typical Stud Detail 1/0" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details t Stud Detail Stud w/ Die Cast Zinc "Ts Nickel Plated wing Nut TRUSS BLOCKiNG DETAIL Flush Mounted Shutter Detail AT GIRDER STRAPPiNG "ts AT CENTER BEARING POINT 7/8" thick light textured stucco installed per A5TM C 92. over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of_— ASTM D T pe 2 felt paper using 8d nails. Substrate to be 19/3 COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roormg FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max a?acing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Additional Precast Lintel #5 bars :;::, �:.#•` r •:,,kd7.' 9 ' J� a;'a; 9 ,:� fie;; 9 CLeAR Lintel Length Bar Lergth Clear Span "A" Bars 11811 Bars 2.#3 '1 i 2'-10" 2'-8" I'-6" none "----a' IL— ---e'----y 3'-6" 3'-4" 2'-2" 2A3 none 8F8-OBAT 8F8-IB/IT 8F8-I15/2T Addtional 4'-O" 3'-10" 2'-8" 2,43 none - #5 bars CLEAN•`• : 4'-L" 4'-4" 3'-2" 2,#3 none One Row of Block Above 5'-2" 4'-0" 2,43 none :�' •tr,,. S'-10" 5'-8" 4'-6" 2 A4 none Precast Lintel 1 5 1 ; ' -'•• 1 Additional ' 6'-6" 6'-4" 2.#4 none k-_--y #5 bars none 8FIL-IB/IT BFI6-IB/2T 8'-4" 1'-10" 1'-0" 2,#5 none NOTES: ALL reinforcing steel is grade 40. I. min. coverage of steal-1.5" 2. min. bearing required a ea. endure" 3. standard for remf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of 'He Block Above " D Bottom Steel size Top Steel size Max. Gravitg Load (PLF) Max. UphFt Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-6" BPS-OB/IT 1 #5 3001 150 1024 L31 2'-V 4'-O' SFS-OBAT 1 85 256I 130 US L45 4'-5" 1 V-10' 8F8-OBAT I #5 1105 909 339 L50 5'-O' V-L' BPS-OB/IT 1 05 1238 835 121 LLO V-8' T-L" 8F8-OBAT — I #5 1011 121 554 Lao 8'-O" T-4" BPS-IS/2T 1 #5 2 #5 152 591 512 L90 9'-O" 10'-L' BPS-IB/2T 1 95 2 u5 L43 530 401 L90B 9'-0" 10'-L" eFI6-I13/2T ONE I #5 2 #5 1533 1183 401 1_I00 10'-0' II'-4" 8F8-IB/2T 1 #5 2 #5 562 494 452 LIOOB 10'-O' II'-4' eFIL-0/2T ONE 1 #5 2 #5 1366 1028 452 L120 12'-0" 13'-4" 8F8-I5/2T 1 #5 2 #5 411 428 324 1.1205 12'-O" 13'-4" BFIL-IB/2T ONE I #5 2 #5 1 lo15 110 324 LI40 14'-O" 15'-4' 8FIL-IB/2T ONE I 1 #5 2 #5 1250 L09 259 LILO IL'-O' IT-4" SF8-IB/2T I #5 2 #5 300 192 1 194 LI(OB IV -Os I IT-4' I 8FI6-113/2T I ONE 1 #5 2 #5 950 5o0 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails ( 24" o.c.) supporting Max. Ielolbs. uplift Aluminum Drip Edge t Fascia 2" x C Sub -Fascia Kaucan full o vent vimgl soffit installea using 1/8 dia shank x 1.5" long gaiv. roofing nails with 3/8' dia. head per product approval - now chart sheet #1 One row of beam block filled with concrete and (U #5 bar Cont. over 8" precast lintel — filled with concrete and (1) #5 bar cant. 12". Aluminum Dmp Edge t Fascia Flash and Counter Flash Nail ledger to _ gable end truss with (2) IOd nails at each web 12 4 9'-4i, 1/2' thick stucco on 3/8" hi -rib lath f attached to horizontal and vertical wood framing with nails or st"Isre to provide no lase than 1-3/4" penetration into horizontal wood framing and 3/4' penstr into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom c sliding door recess. Step per Foundation plan - 93 Slope per foundation plan Wood Brace Gable and with 2" x 4" GYP #2 8ft back nailed to bol of top chords using (2 nails at each truss PRE-ENGINEER4_--0 WOOD TRUSSES 5 e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) e) e) � J s-r X � 0 CV Lo CL 1 1— � LL Q _ N Ui CV cc N� �� Q E CiO W 9 Cy R-30 blown fiberglass in bottom chord of trusses -I/2" druwall 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) #5 bar coat. for bottom row over openings 1/2" drywall over 1" x furring strips at IL" o.c. with R4.1 t`I-foil insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tupe "M" on14 proportioned -per FBC R601-1 and Mortar joints Shall comply with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 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 I.X0 #10/10 WWM on L mill Visqueen over clean compacted termite treated fill I Tgplcal Section at Front Forch Scale : 1/2" = 1'-0" �I Simpson HETA 20 Strad truss to wall usingSimpson MGT with hurricane anchor at each truss 5/8 dia. threaded rodwithmin 12" embedment ( 24" o.c.) supporting 1810 lbs. uplift Ma HETA 20 into beam t2 ss lea either wet set or in epoxy with nails sdetail tons this sheetocking to NA I MA IM 1 nAttic Access I�IN IME F1� ETA 11 Simpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift w Q O I V .5 Provide downspout PANEL "A" circ# Description Wire Loed SR Poles 2 AHU #lo 3.5 kw 30 2 4 Poles BR Load Wire Description cmc# 2 40 1.0 kw #e A/C comp 1 3 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 � 8 1 20 1 1.9 kw 812 Pump 9 10 1 Droar #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher 312 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 I8 Recepta #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts $12 20 I 1 20 1.2 kw #12 Clothes Washer 21 22 Recepta #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepta #12 20 1 1 20 IA ks #12 25 2L Recepta 412 20 1 1 20 1.92 kw #12 21 28 Recepta #12 20 1 1 15 #14 General Lighting 29 3o Recepts 912 20 1 1 15 #14 General Lighting 31 32 Racepte #I2 20 I - 1 IS #14 General Lighting 33 34 Exterior GFCI 0I2 20 I 1 15 #14 General Lighting 35 36 Bathroom GPI 912 20 I - 20 #12 smoke Detectors 31 3a General Lighting #14 15 I 20 #12 Bathroom GPI 39 40 General Lighting #14 IS I s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts..sq..ft.) . . . .... Small. Appliance. Crcwt(s>..... ..... .......... . . . Range . Refrige=rator ....................... Microwave ................................................................. Dish.. Washer., , ,...I ........................... Clothes„Washer............................................... Water. Heater ................................................. Water_ Pump. GaroQa,Door,Opener,,,,,,,,,,,,,,,,,,,,,,,,, 1135 3 5,205 2 1,500 3,000 I 12,000 12,000 I 1,200 1200 I 1,500 1,500 I 1200 1200 1- 1,200 1.200 1 51000 51000 1 4,500 4,500 1 1,800 11800 1 810 Elio Total Watts 31.415 First 10000 Watts 9100% 1 10,000 10.000 Remainder 21,415 940% 1 1 0 Io,9LL Electric Heat or A/C 10,000 965% 10,000 10,000 Calculated Load Watts 30,966 Voltage 24o Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed F6 Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light ftWaterproof, ground fault interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack rc-ml Carbon Monoxide Detector 42 Flood Light TD Thermostat ® Electrical Panel Q Central Vac 8 Electrical Meter Q Smoke Detector Ceiling fan © Television Jack Telephone Jack �e asc I A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up 0 Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: 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. S. 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 Refri erant lines that are run thru slabs must be sleeved in PVC 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 fu114 operative. 13, Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 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 without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18, All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. #2/0 Aluminum feed 1 45' Conduit � 2" PVC ( 2" #aorvt'rebawin sigh ELECTRICAL RISER " - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manuracturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectivelyy grounded as required by the latest edition of the N.E.0 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 RMl5O2 M E C �I 4 INf CAL LAYOUT 'r = THERMOSTAT LOCATION SCALE: 114 " - 1'- O " MASTER BEDROOM /• ti" NVn U SECOND BEDROOM// I / r i r =9 8- s wP GFci / Install oulet / under disc. / not shown for : clarltg Q / < FCI A i C OPTIONAL PANEL LOCATION U (�c i w Y I 150 Amp / Panel GFCr GARAGE// � / GFCI 0 GFCI � o r--------®-------� Garage Door I Opener I I I I I I I I I I I I I I I I I PORCH WI- GFCI 1 1 \ I \ r s CM ~' I TV I I I I I I GREAT ROOM I ®I / I I / I / I DINING ROOM i � I i I / f # !F 1 1 4� ® C Y /to r/ to garage lights i FCI is - - - - i In? 2" x 54" 1 Attic Asses Nth light\ 1 L - - - -- 1 Z l- �\\ T \�\ GARAGE \ \ \ GFCI r-------®-------- I Garage Door Opener I I I I I I I I I I I I I I I ELECTRICAL FLA\ =� wo v_1 SCALE: ILL = I'-O" .ic Ventin Calculations FBC 230q.� PhotoPostcell with o ow Center Post Light o Al A t t l r cr1 Ft between driveways m in LL 0 W re For Front Post Light WP GFCI A=LIFE This symbol ider given special atti SPAGII ALL TRUSSES AT 2.-01 EXCEPT AFETY WARNING sLife Safety Warnings that should be read in by all persons installing trusses. TO BE SET I DONT LIFT BUSSES CENTER WITH SPANS LONGER THAN DOTED 30' BY THE PEAK. 'ASTENED TOGETHER PER ENGINEERIN( BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A 30' Span or less A 30' to 60' Span A 0 degrees Sprea er Bar or less S �_ 1 a T g Line span p rox. REFER TOCSI Truss must be set this way d crane used. Truss is an exempts, your truss "y not motch. nsist crane operator sets truss this wox Iraq �Approx 2/3 to Line 112 of Span REFER TO BCSI iss must be set this way if crone used. This is on example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIF= HAIV9:::>LIF=FR MOTE 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 DEPARTMENTAND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connectorT�sshown. be as de tabs o schedule in engineeringe nails. pac gage. Carried Truss TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 117' — 23' IN LENGTH r�A ►► Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers ✓ L I .k 17-90 Nk 15'3" I C�"-J+ e.L - ELF mo NO rc O', Nso - - INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER - - AT A HEIGHT OF 8'-0" - - ABOVE FINISHED FLOOR a lk EN Ks ONLY CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY SEAT P th a BY CHAMBERS 2.00 08, upset 1/4" heel=3 15/16" PLUMB CUT END 2 x 4 lop( Chord WALL (HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL I I I I I I I I I I 14'4" 6'-4- 14'-4" I I PORCH RIGHT CLOUTED AREAS ARE OF / SPECIAL CONCERPJ &MUST BE t CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM - i ��— PLANS., I I , I I , I a•. e• I ... .. 1 PORCH LEFT FABRICATION AGREEMENT' 7RU860 CANNOT BE START® UNTIL "AGREDMW is mNED a RETURNED r Tlie 190 dnorWon of the popO wtien the alas" wa be listened I& I will be made In strict w imrderm jAh thb true• plecamrd Naefam le sole surattq fordelatnining. ilmn itebri aponofinebums•. nelons In ads bYout haws been vweled qr the utde p . wrillen oofim b prowWad by artaed' and te Chanbaa Trues walit tar wbsthebv6bepee• tit ra badOCliwep wa !" .aroe+d.-In rls r v 111191),0174111111111 oft Is riot a buW is na' 0. Pllos u •lawn 11 parprepli 7 ti0191V b waled m rfierq• r arry dwpas aa.aude Ai Qdi. brcut A i60 Pef tour roe ter tevblans may be dwrped by t�wnbws Tnsw ' 7: Thb•h a PURt:FiASE ORDER m Chanbern,Ynim of the sun spread m, or r ry Lproemad a rmaoriabl• prke. Irwake wdr b• m�e on danvay end pall wledri temp of net bn deewerY• Im eta may, be dslwry at fabrlated tns•es 'bt der WW nlat wep(mhadtsmgmte pay Chem bera.Ttuu reaamibble akopisys tee for rmeed0ro N evert of paymam not timely mede.1-112 %per monlih sar4w tlierW b• sodded twat •lane not paldwtelMl tenor. - . e. sloulure or Mob wwrliwn on Ihb•eat haoneelutm agreanrem to wr twm Herein. 9: H m omnabn atof Chwnbm Tnrm adsridby, meat tetits mr aWW the unns dwWpa wwwxRoetly guwent m paymwI when due of eoy art al Indebtednm• owed to Ch nlbaa Tnaa by.any wft reoWng metwlel red the wxUrwlpned agree• to pry weh IMehtednsaw Indu ding e4amey fate, If d~ N Paymad for MWW be Made by en In the wait of wry aeetWm coneaNnp tNs epreemwd. Au kbmq AnAdwd hwouldw a<peyrrkrib referted te IieteYi. Ui4 patte• Berea ttwt the •o* vwae tar wry such aabn wa b• 8alfit bOd• Ceimtyr Plmlda. - 11. DmW4 ro•pmrldlemera per'NMlonal Slandwd Arid RetarmandedOuldeBnm On Raipmelhatles Far CorubrrUlori U•bp Mete) Pam ConneeAd Wood Tn"n ANSVWWA'CA4-20e2"'' Aa11 1 1 bwnWbsnq"per"BCS1I-WiopnwrltiW&,'tarmega - My. pie ply trustee must be fastenled together per englnesdng before they are set, failure to do to can resultln roof collapse. Temporary and permanent bracing are required and can saw life and property and Is the rosponsilbglly of the tuns erector. Study the contends of the Information packet Included on de8very before salting trusses. TKs muetbesdadbraced p1dedgRrbpreuertlrWIlldanrpe� Trusses trust be ad plumb and square Do not let bunks or stack of plymed, rooting material or any -other 26condrated loads on tnasos, this can cause collapse. DO -NOT SET TRUSSES USING THIS LAYOUT .. • USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 OleanderAiienue Fort Plerce; Florlda 34982.6423 800-551-5932 - - - Fort Pierce rrIA 6.4012 Fax 772-486-0711 - Vero Beach 772.668-2012 Tbpwllh;, 4864302 ue_� sew. ruwuCCDQ7n11 P drawl, 'r grchire r. Of Th nt le c eck oparoval s NOsentativo.s for actor the co r a "rha .movie Prowsa. / ctanctio d mversites rreaees fsta�yle struc ich tune Born 9r traplain9aa ro frshaPe, s - their re a it and uPl it I"I on tiv t to fgnProved gy. a to°ati n was and 92.0/93.2 MITEK 4.2 DESIGN CRITERIA era"e "ratl R Z en' - A - County SAINT LUCIE P.A. Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRSIli hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Tr0l 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 d _�I Wind Speed 165mph I o� Top Chord C.B. Sheeting by builder. cc Bottom Chord C.B. Sheeting by builder. m Highest Mean Height 15°-0w a, Building Type ENCLOSED 7 �4s Building Category II:Non Restrictive t a Exposure Category C Barrier Island No Conforms to FBC 2017 W F- 73 19 TRUSS DRAWINGS ARE ATFACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11364 Scale: 1/4 = 1' 80 total trusses, 19 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:07/29/14 Revised:03/27/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' ROYAL W/2 CAR GARAGE PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M11364 �5-71-7 a l a&�J Gk-s1"