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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood neck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 Ib felt underlagment installed with min. 4 side laps i laps fastened with corrosion resistant tin caps and with 1.2 ring spaced 6 o.c. at all laps and two staggered rows 12" o.c. fie deck to trusses using attachment detai on this sheet 0 i/8" thick light textured ,tucco on typical concrete 12 block construction 11 H 11 SLOPE 4 r RIGHT ELEVATiON a(-ALC: Vol- = I -V- 8 tic x 8 w cut coral finished stucco bands Finish Columns with / 6/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11431.12 26 ga. Sy 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 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 6" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE AI B'-I" BEA IN 2 O.H. PER GRESS CRESS :. 0'-0" = Finished Floor LEFT ELEVA71ON 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = I'-O" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows d; Skylights Opening Type NOA/FL NUMBFai Product Model # Manufacturer Glass Attachment method T qEapT tion Date Design Pressure of Approved Tests 1.2.3 FLU 239.9 Single Hung SH-11O0A Im act PGT 5/16" 1/4, /,10'etap� amroval3/Capeetariaon adhere to spacedp p pP mm. edge distan , specified m Product approval + L5.0/-80.0 PS A IL-0330.02 Overhead Garage Door Model 824/8II "1 max. width IL'-o" max height DAB ith o scKM "vs t. uaw .°a°"'cwM Hto sioovreu yec�hors a st'.� h t(�)5 il'� wy"yi ,is'k„�' "du$' °itin g.,::A Mtlwk to book inn d6i6e " t ae .cns. n aeket m"tsming bw e.eex. - GC to stnalli adhere to product amwevill w"w. VIL' .a ralor haft. 10-9-21 + 50.0/-GO.O psf B FLU IL614.1 Fiberglass Des nPro/ smooth Pro Jeld-Wen Elco 1/4' dia. twith min 1.25" embedment at 3" max from corners and,". o.c. max. thereafter in heed end iambs. + 50.0 PSF C FL# 251.4 Sliding Glass g Door Series 110 SGtD PGT I" nom Type GSA 1/4' dia. tape min. 13/4° penetration to be Contractor shall adhere to spaced per pr IN min. 2 IM1 edge tances specified in Product approval + 40.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method T Expiration Date Design Pressure of Approved Tests Mullions FLU 241.1 1" x 2 3/4" x .3"15" PGT install per fastener tgpe and spacings shown in Table IA and IS in product approval on sheet S of 22. + 68.0 PSF Roof FLU 11451.12 5V Crimp Metal Roof in g Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roaring attached tq plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12 o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced i ox. at all laps and two staggered rows 12' o.c. in field. Attach deck to truaws using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using 48 x 3" wood screws at each true&. Install soffit to battens using O 12" dia. x .5" lama rind a mails with/8" dia. head. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record u Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" c.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 laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 8/8" thick x 8% cut , coral finished stucco bands 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. base -board ­--, 11 11 ,, 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 nterlor Non -Bearing Partition nts stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATiON SCALE: 1/4" no P-O" Gulf Coast Supply and MFG Sv 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 laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE_ i Ill l� l�l FRONT ELEVATION •� s . • i1:• � 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" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 0'-0" = Finished Floor rk IRV Kea SCALE: 1/4" = F-O" 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 Budding Code Residential: Lth Edition and ASCE 7-10 for Wind Loading Budding Design is: Enclosed Risk Categorg: It Wind Velocity: 11.5 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4.12 Internal Pressure Coefficient: t0_I8 owno' Subjectabditg to damage from: Weathering: Negligible Termites:Veru Heavy Width of Roof End Zone: 3'-J' Wind Speed: I65 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.726 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL, O.6DL+O.6WL Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.6 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.6/-84.0 pat Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: 5. +35.8/-47.8 pat Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structure? yes Continuous Load Path Provided? ® = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Da s Provided?Yea END ZONE Minimum Sod Bearing Pressure:2.500 psi, Presumptive: X By Test: pal Soo Corner Zones SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --1-5 Pat FLOOR DEAD LOAD: 10 oaf JOB ADDRESS: 34 Nogales I I Recess top plats L"w x 3/8"d Counter top - veriry type lI f t I tan le with contractor 4- O O� CRASH POST or a ee auppa 9 DETAIL see detail on this shoat TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. 1. Contractor to verify ALL notes and dimensions prior to ste high by o diameter steel crash post. Floor Steel countertop support angle - proceeding with work. p g Flange with 4 - 3/8" Install 6" from each end and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one in center of counter. see angle detail 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel p late) 2" x e" wood studs a minimum 1,400 P.S.I. fiber stress. L. I/2" drywall at 14" o.c. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. zh" zh" 2' x e' PT wood plate ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "' 0 Attach buck to block wall with 1/1/ ilia. cone crews min. 6. Drywall at ceilings shalt be leveled and attached to bottom chord �3/a° z',�" etrElc I I/4° penetration e. 1 12" o.c. MfpkTCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 4" c end 4" max from each corner chic r face 2° x c• PT Buck 1. ALL wood in contact with concrete shall be pressure treated. 2Fu of man 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 0 0- cries 12" 9. ALL plumbing fixtures to be low flow. �'" 31 10. Contractor to Provide Drain at water heater in accordance &8 wood Krems thru Jamb into bwk at each hinge and 15' oe. max and With the current edition of the Florida Plumbing Code. Detail at Door prior to door attachment 1 - . 8'-Ioy2" .12". W-W2" 1 2 I I I I °° °° R. � °° ° n EGRESS ° 12' x 12" Concrete column block filled with concrete and 13'-II" p (2) #1 bars vert. tied into lintels above O O Filled cell under P O R C H � r -girder above WIRE LATH t STUCCO CEILING O 19'-9" a- 1] - o' a" I6'-O" is I MASTER U= BEDROOM 8'-O" A.F.F. II. Contractor to Provide a 2'-8" wide door at one bathroom for NTS Verify attachment �ff4 0 Flat Ceiling 1 handicap accessibility requirements. hole location with GC ,LN 12. Lowest finished floor t0 be set bg Governing Building Department 2'/2" 2,h" INSTALL YULKEM BLOCK SEALANT prior to fabrication L ° I ■ 3/8" thick O ° surveyor t0 Set in field. ° /2" SILLABLOCK PRIOR HEADER, BUCKD steel bracket r- 13. Separation between residence and garage shall be per FBC R302.L L" INSTALLATION C"I I ° 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 0 3" Vanity to be G I O w.H. = Water Heater 34 Y2"high Install windows thru buck into ° block with 3/IC' tap -con with COUNTER TOP BRACKET DETAIL 1 1/2' penetration at L" me. max. 8'-O" to 9'-8" A.F.F. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from each corner and 20." me. max Rod t Shelf Vaulted Ceiling 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 thareefter et all per anduct ar max I1. All exposed attic insulation materials installed on attic floors shall have a critical radiant Exterior face at head end m per product approval or wall Buck to be I" x 4" P7 L'-4" 4" 1'-3" 19'-5" 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 °a �^ with F.B.C. R316 - see permit info box of code edition ilRod °0IGREAT' ROOM 18. G sum board material shall conform to ASTM CU, C19, C415, C514, C430, C931ggp I"oc P.T.Buck nailed toos T 1 C°f60, C1002, C1041,C1111, CII18, C1218, C1395, or C1396 and shall be Installed I«k with ca.e hardened nails oaccording to the following: (FBC R102.3.5) Detail at Windows prior to window attachment IV NTS H_B_ _ I-1II= -4 ° t Shelf n a-v ca Dr wall Framing Max. spacing y Thickness Location Orientation Member of fasteners Neil ezing options for drywall Spacing Maximum installation of into wood framin members Nails Screws 2" x min. t ickneaa Ceiling Perpendicular 2q" 1" 12° 13ga 1 3/8' long with 19/0" head 0.098' dia�Rer x 1 1/4" Iong annular -ringed or 5d cooler nail y2 OR Walls Either IL" 8° IL" 0.080' dia. x 1 5/8' longwith Direction 15/L4" head OR Gg1psum board nail 0.08L" die. x 5/e° with 9/32" head. Cenling Perpendicular 21" 1" 12" 13ge 1 5/8 log with 19/44' head OR 0.098' diameter x 1 3/8' long annular -ringed or Ld cooler nail e Walls Either IV s" I6" 0.092' dm.xR 1 1/8' long with Direction 1/4 head OR Gypsum board nail 0.0915' dia. x 1 1/8" with 19/64" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.4, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and instal►ed 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 smoke developed index not to exceed 450 when tested in accordance with 4STM E 84. Insulation shall comply with F.B.C. R314. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" c.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach sdpack to trusses using attachment detail on this sheet \ I 300 j2" MASTER a• rna ZY _ to - �. BATH j2 ��. O 3'-4" 1� 31" 12 _ I'"e'v-, l \ \ 3' l KITCHEN wi 32" DRYER ASNER 1 LAv-i I �� I (LAUNDRY 2' AAV O �" 5'-3" Cn I I I 13° j 2. LAUNDRY I I 2'1 I w `n 1 I j v-' 2• 2„ 2• t v-i F iv 8'-0" to 9'-B" A.F.F. 1 L WO �!" 2" O 3' &H&R-i 2" :r Vaulted Ceiling 2' Q o ( o 13 uc� 2° w �J O I DINING 2" T a to T. 34 Y2 amity.h gh be ROOM co. 3" BATH #2 18" in 42" I I -1 counter tops to 1 ° 3 I I I V overhang wall 1.5" 3/8" thick steel O r 5'-3" 90„1 taunter top supp is r to septic/ eq. e9. counter tops to sewer system L over ang wall 1.5" SANITARY RISER EE in - - - - W CAD I ° p 2 -4 cn W O +41" high wall ° ° DW I SECOND 1 o BEDROOM I KITCHEN I ° i 80to ., - 8'-O" A.F.F. _ `" `1`8" A.F.F 1 Flat Ceding i O I VaulteId Ceiling m 0 Upper cabinets to r extend over ReP. 1 YPICRO AV I REP 12'-8NON-Y NT = ° �{" #° q 38" CLtlAR I o OPENING L - � - J H.B. m - a- G ® tV R-0 Butte Insuiatian O ° THIRD in O Provide auto W.H. `^ E 4"Steel Ballard ° BEDROOM See detail an this closer 4' sheet 01 W ---� 22' x 54" I O r I I z 0 I At�h Access s'-o" A.F.F. m I IL Q J L - - -Ilight � ° A/C Flat Ceiling a 8'-O" A.F.F. #1 r Flat Ceihng Simpson HETA 20 or equal ° O 1 O G A R A G hurncane anchor at each truss 12 L" Masonry Beam 12'-8^ with (IO) IOd x 1 1/2' nails PRE-ENGINEERED TRUSSES I" x P.T. Buck nailed to I ( 24' o.c.) supporting Max 4 �- at 24"o.c. TYPICAL block with case hardened nails Oi , e10ibs. uplift (shop drawings by manufacturer) prior to door attachmen io Block wall in O Install SGD thru buck into to - ':i;;': ,"a.-.':'.;`::,• block with 3/IL" tap -con with ° O M° T ° garage struck block be J Provide auto r+ If I/2" penetration at L" o.c. max. R-11 Batts Inelntion closer 13'-O" ��-ViR-30 blown fiberglass thereafteacer at nheadnde?Oroduct approval 150 Amp Aluminum Drip In bottom chord of trusses p p pp Panel Edge t fascia EMERGENCY EGRESS 1/2' drywall with smooth finish ° r-----------------1 r - - - - - - - - - - - - - ---1 ° 2" x L" Sub -Fascia Isliding Use 3/IL" tap -con withTwo roue of beam block filled with concreteand (1) #5 bar cunt. in each row. Substitute 1 1/2 penetration at 6 o_c. max.recast lintel filled with concrete and (U #5 Keyca1 Pill i veal vinyI saint metalled gar cunt. for bottom row over openin s from each corner and 20" o.c. max1/e die .hak x 1.5" long gels. 9 thereafter at sill per product approvalproduc naps with 3/8" die. head per1 GOLF CART'product approval -see chart .heat si 1/2" drywall over I" x furring _strips at IL" o.c. with R4.1 fi-foil I" x L" P.T. Buck nailed toinsulation on typical 8" Block walls 61ock with case hardened Weds o i GARAGE5/8" thick light texturedAll drywall tc, be installed per FBC R102.3.1 ead prior to door attachment I 13'-0.Istucco on typical concrete and shall meet all pertaining ASTM codes. block construction ro Mortar to be Type ' M on proportioned per FBC RLOI.I and Mortar fonts shall comply with FBC RL01.2.1. - - - Vi Provide Dur-O-Rock at ail wet areas (ex. showers, tubs etc...) door O °#5 bar vent. w/ door30 overlap 2'- 6'-4" -8" 9'-O" 2 " FIII cell with concrete an T-8" 9'-O"at each filled cell (U #5 bar vert. (typical). Masonry WallMax. spacing shall not exceed N48' unless otherwise noted Wood see foundation plan notes forv2• > , Base spacing at openings N Bottom Traci Typical Flooring Square Footage Breakdown 4" concrete slab with fibmil Viesh en Sill Install SGD thru buck into Total A/C Space = 1,153 sq. ft. L"xL" #10/10 WWM on L and VIs ueen over clean compacted termite treated fill tap -con Covered Porch Total = 212 sq. ft. Gradeth ft t b d Total b hl d R f I 484 f 1 1/2" penetration a C' .c max _ _ Sliding Door Detail from each corner and 20 " o.c. max Garage 459 Sq. ft. ..: _ area era dam s per pro uct approval Jamb Ot8 Cubic Ft = �'� At Masonry Wall NTS Braden Braden rdtlA, P Wignne Building Corp. MODEL: Date Drawn evisions Sheet Comm # Architects - Planners 2-6-20 14" x 14" Concrete footing 14" with (2) #5 bare cont. and #5 411 S.E. Coconut Avenue EAR Drawn by: REVIEWED I R TYPICAL SEC T f O 1� transverse bar& at 48" o.c. Tel : (112) 281-8258 T l.0 CODE COMPLIANCE PORCH C.C.I.I_ 20-21 Fax : (112) 281-8283 34 NO ales RIGHT y ST. LUCIE COUNTY E-mail: bradenaiaecomcast.net Spanish Lakes g Checked b Scale I/2" = I'-O" I Stuart_ FL '44994 t#AACo0oo32 St. Lucre County Florida D.R_B_ BOCC OF 5 Window Schedule Mark Size Rout h Open. Window Description PRESSURE ZONE I. 4'-5%'x 4'-L%" 54%"x 54V Single Hung ZONE 4 2. 6'-2%s'x 5'-3'/e" 15' x 63 %;' Single Hung ZONE q 3. 2'-2" x V-2'h" 21Y2"x 38%" Single Hung ZONE 4 4. V-1" x 5'-3 %:' 38' x L3'/," Single Hung ZONE q 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 manufacturers space prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O° X 1'-O" 108' x 84' Overhead Garage Door ZONE q B 3'-0' X V-8" 410%4' x 83%" Fiberglass Panel - Inewing ZONE 4 C L'-O' X 6'-8" 14" x BI %2" FdOe b°ttO' Sliding Glass Door ZONE 4 D T-0" X V-8" Solid Core - Wood - L-Panel -Br-Fold Finished 24' x 81'/2" E 2'-6" X V-8' Solid Core - Wood - L-Panel F 5'-0" X 6'-8' Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x V-8" x 13," "id Core Wood. Steel, or Masonite Door H T-8" X V-8" Solid Core - Wood - L-Panel d 2'-6' X 4'-8' Solid Core - Wood - L-Panel - Bi-Pold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. 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 9• 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 FBI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #i EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE 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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. -I• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUND�470N FLAN I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and 1 45 bar Vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 8' -II" wide. Provide (2) filled cells on each Side of openings from 6'—O" to 9'—I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation Walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for 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-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 vart. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled cell ECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR GRADE CxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated rill (III_ 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. I I TYPICAL FOOTING DETAIL J SCALE 1/2" = i'-O" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. SCALE: 114" = 1'-0" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET Q 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F® 8"w x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"111 With x 14"0 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-ON FL 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 1*5 bar in curb \ Y� - �r c 10" (2) #5 bars cont. bottom steel 12" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Top of Tooter IL" below finished floor Verify house slab height in field I I 1I1111— I 30"x30"xl6" concrete column footing with (4) 171 #5 bars each way DETAIL SCALE 1/2" = 1'-0" ECTIONS 4" concrete slab with fibermesh OR L'xt' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 0'-0" a F.P. - R I- I- I —i r 14"w x 14"d concrete monolithic 3 footing with (2) #5 bars cont. 14" ;iGARAGE CURB DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR CxC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 0" '(2) #5 bars cont, bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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. 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 PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conic. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conic. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS H.B_ A /C ,laid verii s location Braden t Braden AAA, FA Wudnne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T H F. WINDS( W I j 1� I D C Tel (112) 281-8258 I I �l JJ J Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Spanish Lakes Stuart. FL 34996 #AAC000032 St. Lucie County Florida r —4 — — — — —i t• 12" x 12" concrete column block filled with concrete and (2) #7 bars wart. tied 35'-O° into lintels above 151-31, 10 1 4 10'-0ry MIMI ilii lii ° ° ° ° -- — ---- ---- - -� L_�� - - �� °° r — — —— FI — — —— i O F F I F F fl I I FI I o 1 Filled cell under I I 24" r girder above 18 J Rear Porch Slab to O I r be poured separately 1 W ® I 1 ni l O from House Slab. O O I ` � I w I Thicken footing to 24"w x 14"d x 24" L I I under filled cell ° under grader bearing. I LE „ (](] I I I I Ml I I I lei I I LEE F1 Rear Patio/Slab to FI 1 be flush with bottom of 1 sliding door recess. Slope 1" I ° I I I I /I I `- FI r- i I` ° 4" concrete slab with fibermesh OR =1 CxC UIOAO WWM on 6 mil Visqueen over I (T-4 clean compacted termite treated fill I �aa ca I 5 ii o Io DRYER ASHER I I to I� r I� r- �I ,I it 'I F� 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill I I I I c.25" I >1 1 Z3 Top step includes the IQ1 I and door threshold. ` - I I � F6 FI ----� -- r — ----- — QO O 110L ° I = .25e I LU I o 5.2 So S F5 `� qe IS _I ft 1 L——— — — —JIo 8all E- 1.5" Recess for O 0_ 0 — arage lJoor 5" st a 5 FI I (E I I� Oc OW I rn w U Io zzr.T I NOHR VENTE I REF. I ° 3e' CLEAR O H.BFa OPENING p. —44— dW �p --- W.H. 4"N Steel Ballard 0 See detail on this sheet I I I 4 N F5 �I � I E NI I I° I I° II� I ° I I I FS I L— — — — — — — — — — J Q E)1.5" Recess for w° p Garage Uoor 2'-8"1 9'-0" 2 L' 4, 2'_8" 9:_01, 2'_8" MODEL: IR REAR PORCH 34 Nogales RIGHT Date Drawn Revisions 2-6-20 Drawn by: C.C.U. Checked by: D.R.B. N I 0 I Sheet Comm # REVIEWED FOR CODE COMPLIANCE 3 2 O - 21 ST" LUCIE COUNTY BOCC OF 5 ROOF SHEETING ATTACHI`1ENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX F1 wood 4. Use nails or screws based on pressure for roof stated in permit info box on these pans for zone 3 Ke Area Edge Field Fastener Pr slur Zone I C 61i 8d ring shank 45 psf Zone 2 6" 8d rin shank 16 sf Zone 3 .4" 4" 8d ring shank 84 psf K�11 ** Zone 3a 6" 4" 48 wood screw 112.5 psf ** Use nails or s rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column _ Verify with Plan ` Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel �. Provide Cast -Crete SUS-OB/OT precast lintel set in mortar �. 4 Min. e" Bearing - 12"x 12" i umn Block Rebar Rebar 48 Bar Dia. 'Mn- Overlap to Lintel Attachment NTS Provide tt5 bar rat in pro -cast R IC0 F F L,4N Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for It. — O L 1' — O n I h d h h ovide PT Buck :ached per jamb ads into filled c, 4" Pre -cast Sill k ver sags at un ass of erwlse note on t is s set - Roof pitch at 4:12 unless otherwise noted on this sheet - Truss shop drawings to be provided by manufacturer - Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior Poured Filled Cell to construction for lagout and uplift verification - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Compang prior t0 truss construction Trusses at 24" o.c. see shop drawings by others Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous factor steel. .. _ .'; ..... Concrete Footing .... ••.'-'. :. '. �;L;r_:.t-: (see Tooter schedule -`'' —;'� — Por exact sizes) DETAIL AT WiNDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" R-II batte SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blockinp to vart. leg oP truss with IOd x 1.5 nails at 4" o.c. v Install Simpson MGT into wall usingg o+ 5/8" die. threaded rod act min. 12' \ into wet beam and (22) 10d nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 92t over ASTM D type 2 paper backed wire lath nailed to substra a through one Isyer of ASTM D Tgpe 2 felt paper using Old nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L ox. 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 u u n " a5 bare = Lintel Bar Clear A B r=:r.!(' CLEAR Length Length Span Bars Bars =• w , t " , , , 2'-10" 2'-8" 1'-6" 2,43 none 'a'----� III 'a ---- 4 3'-6" 3'-4" 2'-2" 2 U3 none BPS-OB/IT 8P8-IBAT OF8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2 #3 none #5 bars CLEA '''A'. 4'-6" 4'-4" 3'2,#3 none •r:;':S; One Row of 'H" :,;. Block Above ;. ;.;.,`{, 5'-4" 5'-2" 4'-O" 2,43 none Precast Lintel ="l,661-10" 5'-8" 4'-6" 2,94 none Additional i 61 5'-4" 2#4 none #5 bars ' r----" -0" 6'-2" 2,45 none 8F16-IB/IT SFI6-6/2'r 8'-4" 1'-10" 1'-0" 2,95 1 none NOTES: I. min. coverage or stee1=1.5" 2. min. bearing required a ea. ends" ALL reinforcing steel is grade 60. 3. standard for reinF. steel=A5TM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or DoorCast-Crete Unit Wdth Sizeel SedfaUon Rows of "H" Block Above See lou size Steel size Max Gravity (PoLF) Max Uplrft (PLF) Max Lateral (PoLF) L22 2'-2" V-L" BFB-OBAT 1 #6 3069 ISL9 1024 1.31 X-C 3�_ee 4'-0' BFe-OBAT 1 #5 2561 1363 7L3 L45 4'-5" 5'-10" 8P8-OBAT I #6 IIOS 909 339 L50 S'-o" 6'-6" eFe-OBAT 1 #5 1238 835 121 L60 L'-8' T-L" BPS-OB/IT 1 #5 1011 121 534 LBO 8'-o' 9'-4" 8F8-I13/2T 1 #5 2 #5 152 Sill 512 L90 9'-O" lo'-•L" aP8-I15/2T 1 #6 2 #S 443 530 401 L9015 9'-on 10'-L" SFIL-I13/2T ONE 1 #5 2 #5 1533 1183 401 LIDO 10'-O' it-4" 8F8-I13/2'r 1 #5 2 #5 582 494 452 LIOOB 10'-O" II'-4" BPIL-IS/2T ONE 1 #5 2 #5 134L 1028 452 L120 12'-0" 13'-4" 8F8-I15/2'r 1 #5 2 #5 411 42a 324 L120B 12'-0" 13'-4" eFI6-I15/2T ONE 1 #5 2 85 1015 110 324 L140 14'-O" IS'-4" 81`I6-I115/2T ONE 1 #5 2 #5 1250 1 409 259 LILO IL' -Ow IT-4" 8P8-IB/2TON I as 2 #5 300 192 194 LILOB IL'-O" IT-4" BPiL-iB/2T E I #6 2 86 950 1 500 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 War at each truss with (10) IOd x 11/2" nails - ! 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fasci Kaycan full o vent vinyl soffit installed using 1/8" die shank x 15" long gale. roofing nails with 3/8' dia. head per product approval - sae chart shoat #1 12' x 12" concrete column block filled with concrete and (2) #1 bars Vert. tiad_� into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below Finished floor J 12 4 1/2' thick stucco an attached to honsconti framing with nails our no leas than 1-3/4' horizontal wood fram,r into vertical wood rr Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web hi -rib lath vertical wood s to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. all 30" overlap at each filled cell Rear Patio/Slab to be Flush with bottom of sliding door recess, Step per foundation plan Slope per foundation plan S as nee, field vl and sly(, Pared Concrete or \ concrete block wall Concrete Anchors F Manufacturers Specs z.4,• I I I 'r\. R I s 1/'. rams I d us me a i act onfig s ' I I a_ It'I n nil 9 I I � I I I I I I I I I I L ids \ ration lJ8" x 3/32" Stud Detail R-30 Betts II batts ceding cal section Stud w/ Die Cast Zinc xTr Nickel Plated wing Nut Flush Mounted Shutter Detail nts Wood Base Brace Gable end with 2" x 4" SYP #2 Oft back nailed to bottom of top chords using (2) IOt nails at each truss PRE-ENGINEERED U 9 24"o.c. TYPI ( shop drawings by mat 4 H W to to X is O� m N N 1° FUJ 4_f 4-s ° Q O L 0 fa ul D-a, ° co W E C = NUN "\R-30 blown fiberglass in bottom chord of trusses O I/2" drywall with smooth finish N Two rows of beam block filled with concrete Q and (1) #5 bar cant. in each row. Substitute precast lintel Filled with concrete and (1) #5 bar cont. for bottom row over openings W 1/2" dr wall over I" x furringg strips at 16" o.c. with R4.1 fl-foil insulation on typical 8" Block walls = All drywall to be installed per FBC R102.3-1 and shall meet all pertaining ASTM codes. bo Mortar to be Type I'M" otI proportioned er FBC R601.1 Mortar �601.2.1. and joints shall comply with FBC Provide Dur-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 Pibermash OR 6"xL" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill �- 1I =1 I =) `:::;:::::::•, ; ,�::..> I= I I= � �-1111=I I I I=1111 11141� I I I FI 11I1-IIII,,; III ;, 'I 3 Tublc�l S�ctlon at front orc Scale : 1/2" = 1'-0" Simpson HETA 20 hurricane anchor at each truss ( 24 o.c.) supporting Max. 1810 lbs. uplift CH�ETA 20 Strap truss to wall using Simpson MGT with 5/8' die. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet 11a\ /ME 00AM NJ WON VAIrAWA, Aral , ra rAA I N FAA�1141 OWN WE VAM on WAS, Aoiw A UWAWMAIWANAElonon- WIN OVA AV, d WA TAAFWI A, VAA 11 WSWE"All .4 100 155 0 VAII 1110 I� INN lie I (,HETA 20O Simpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss ( 2-4" o.c.) supporting Max. 1810 lbs. uplift HETA 20� W N � X it OIV N w 4J .� to o CL a LLI a t N al U O n3 V CO a dO E_ C - Cn to U N ,r r O W O l r Provide downspout PATIO/SLAB �7 PANEL "All Pales BR Load Wire Description arc# arc# Description Wire Load BR Pales 1 20 1.2 ku #12 Refrigerator 1 Range St.12.0 km 50 2 1 20 1.2 ku #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 ItDryer 410 5.0 ku 3o 2 1 20 1.5 kw #12 Kitchen S_AC. T a 1 20 - #I2 Bathroom Recepts 9 10 Au Ccnd sor #10 5.0 km 30 2 1 120 1.2 Its #12 Dishwasher II 12 I 20 1.2 km #12 Microwave 13 14 Am Handl #10 15.0 Its 30 2 I 15 - #14 General Lighting 15 IL 1 15 - #14 General Lighting 11 IS WH #10 5.0 km 25 2 1 15 - $14 General Lighting 19 20 I Is - #14 General Lighting 21 22 GDO #12 0.81 KW 20 1 1 15 - #14 General Lighting 23 24 Spare Spam 25 2L Spare11 Spare 1 21 1 28 Spare Spare 1 29 1 3o Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General.Lighting..(3, watts..sq..ft.)......................... Small Appliance Circult(s) ........ ......... ............. .Range......................................................... Refrigerator.................................................. .Microwave..................................................... Dish Washer.......................... ....................................... Clothes„ Washer ............................................... .Clothes.Dryer................................................ Water. Heater 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 1200 1200 1 1,200 L200 1 5,000 5,000 1 4,500 4,500 1 810 810 Total Watts 35415 First 10000 Watts 0100% 1 10,000 10,000 Remainder 25415 e40% 1 O 10.246 Electric Heat or A/C 10,000 %5% 1 10,000 10,000 Calculated Load Watts 30 24L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical 5 mbol Legend Single Pole switch ® Recessed Can Light Double Pole Switch ® Eyeball Recessed rfi Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Well Mounted Light Waterproof ground fault circuit ro Light with Pull Chem (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceding fan © Television Jack QTelephone Jack AC IX C A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up Fa = JUNCTION BOX TO SUPPORT A FAN T = THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. (3) #1 THHN Copper 2" PVC Schedule 40 conduit M15 CB PANEL 200a rated meter can Interagstem bonding 2" PVC ( FPL Termination pant schedule 80 2" maid service FPL rods #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule_ 40 conduit sleeve into attic 200a rated meter can 2" PVC ( FPL)-'{ schedule 80 2" riaid service FPL 150 MCB PANEL bonding point ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. KITS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verlfu AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES. I. Use copper wire only from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL room&. 8. A/C Return Air Balance Must comp) w/ FBC RM1602 9. A(C Refri t lines that are run ?hru slabs must be sleeved in �� 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully operative. 12. Contractor shall pay for all Tees, permits, tes{in and inspections including blower testing where required. 13. All Work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the Vent thru_ Soffit AiC 124 CFM IOxIOX6 MASTER; BEDROOM 124 CFM IOxIOX6 F-1 12x1±xTd B/A 8x4x4 50 CFM 8x4x4 9 CFM LOSET DRYER ABHER LAUNDRY U14 CFM V x4x4 F-1 12x12xs Ft, B/A��� Ill CFM 12x1.x1 SECOND BEDROOM 12x12x8 B/A THIRD BEDROOM 100 CFM lOxbx4 150 Amp Panel GOLF C- AR GARAGE I I I I I I is. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date Of acceptance or certificate of occupancy, or one suit the Job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected by others. other phase of installation that may have been damaged. 14. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical system and provide all largest conduit or pipe from any other service. the requirements necessary for the equipment to be placed in working order. 23 All exposed wire below 9'-I" shall be installed in metal EMT 1-1. proper All work shall be done in accordance with the N.E.C. and conduit. shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per meet all standard requirements of the local electric utility FE C RMI502 and telephone company. 18. The electrical system shall be completely and effectively It B grounded as required by the latest edition of the N.E.C. 19, All material shall be new and shall bear underwriters' labels where applicable. F-1 I J�-- PORCH 12xI2xI0 B/A F-9 141 CFM IOxioxl 141 CFM IOxioxl I REATI ROOM I I _ I I I 141 CFM 12" lOxlOxl I DINING ROOM I CABTR M ° OW " I I 124 CFM I I IOXIOx6 1 14" KITCHEN 20X2O MICROWAVE I 3 TON NON -VENT I SEE MANUAL t�Al T 3aRCLEAR O "J" and Energy I_5141 R 1 OPENING L - - - J Calculation 1 for Unit into 14.1 I 1 4"e Steel Ballard I See detail on thi t I in4i5fl o under disc. } I - - - not shown for 3 O 22' x 54' I clarity I 1 Attic Access Q filth light I wP c L - - - - - J LR ' _A"J l8 CFM A/C GARAGE #I r-----------------, I I I I I I I I I I I I I I I I I I I I I I I I Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 34994 #AAC000032 MASTER BEDROOM PORCH ~`\ WP GFCI \ \S FcH (1►1 I I � 0 sPG CLOSE GREAT ROOM DINING ROOM I � 1 \\ 1 �\ _ PCI - - - / CAKTR. AB � 1 III GFCI ° e°G I VTV C.M.y g. Detectoroni 1 1 1 R314.3r FBC gFcl KI�TgHEI ® NCR-OgVE GI FCI REP. / 38' CLEAR O / EKING J GPCI GFCI - � FCI W.H. \ 4"(1) Steel Ballard See detail on this sheet ILI IL x 54"ahAlw-%., J OPTIONAL PANEL LOCATION GrtARAGrtE FCI Q / / A GFCI \ 150 Amp Panel GFCI \/te earns \ \ GFCI r--------157M_ r------- M-------- i IGarage `` -T- / I Garage Door I Door I Opener I I Opener / GOLF CART; / GARAGE 1 GFCI 1 1 I I II GFCI to galrage lights I J DRYER I A� LAUNDRY I\ REA SECOND BEDROOM/ I / I i 1 i THIRD BEDROOM.-- / i V I ELECTRICAL FLAN v -----, Post Light with O SCALE: 1/4" = 1'-0" Photo cell Center Post Li lit Attic Venting Calculations Total Attic Space = 2101 sq. ft.FBC 3 9.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Warne Building Corp. Spanish Lakes St. Lucre County Florida MODEL: REAR PORCH 34 Nogales RIGHT between driveways Date Drawn Revisions 2-6-20 Drawn by: C.C.U. Checked bg: D.R.B. Sheet OF 5 Wire For Front Post Light Comm # 2 Og 2 All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIR HAN�1—EF2 NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder she must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS os, E cis" CORNER DETAIL OVERHANGS NOT SHOWN FOR GLARITY A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE r ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A n! DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span A Spreader Bar 6'� degrees or less.. 1 a -_ . y,r. _ __� APProz 2/3 to -a Line s✓C'r Gaprox. Line 1/2 of Span • g REFER TtS BCSI` REFER TO BCSI Tr must set this way if crane used. Truss us be y , F w crane used. must be set s cyis on example. yo uss Tay -at motor.. This is an example, truss may not match, crone. operator setstruss to s way.. Insist crone operator sets truss this way. 3 Y a The Arc hit '.. e c t or s A r c e s 4tsre r approval e fl 4 g "double ch „ fthe rs. Pact a YOt RE TRUSSES 'ARE BUILT FOR T-�AT M _ _ ntrtee T 0 MODEL. SHOULD BE SHIPPED E _L SET .FOR ANY M _, act TRUSSES FOR I �L- FIRST SH LD P AND SUCCESS. U BEFORE or T R U S - P E D for c shall Parsers responsible heckrn ® ARRANJE WITH CRANE OPERATOR IN ADVANCE FORA SPREADER BAR OF 18' - 24' IN LENGTH etierOftrus ton terar�A�;; and r� A approval covers gene at review of truss oorshape, I I .structure from gr traand g en Y g� properly p / / their re ec P�e lokat!i loadin Do not cEtand on russes until the are braced per BCSI & 6properlY nailed to straps hangers v L and'npliftloads and I A Y Z6 Date 15' 3" 19 -9„ — - 19•_9 15,_3rr C L Grader 2, l3;udtn A.O.A. P.A. to n r n r r I r r n 7) s- � - r 7) 1. � N ch, � 7 I X11 J1 b b J1 J3 J5 GRA 1 1 1 A2 I - 1 A3 1 A5 1 I A5 3" 2" A5 A5 — 1 2. 21 /12 :- A5 -. I _._.. AS N AS 1 0 to 12 4.00 f Ln 8' �X upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12 4.00 L a -200 12 $8 ®,. Cl) t upset heel=3 15/16" INDICATES LOAD BEARING PLUMB CUT END REQUIRED BY TRUSSES 2 x 4 Top Chord SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" WALL HEIGHT 8' ABOVE FINISHED FLOOR END DETAIL: TYPICAL VAULT pr A" �a li�l®����� I®I��,���q������i��\l�l�ll�®I��®���I`®�I�I�I���I��®p�I®_ `\\\I`\\ M,l111�1\�♦&NI I, V�\�I 11� 11\\O I\\\\�♦i @i 1��1\\\\�i\\\\\\I��� Ir ®s 1 IN - � __ '`�® - ` ` i •sill \®_ —®I • rill III � ww - ®_\ �®® al III • �®_ ®\Me �'®1_� - llAaaal ism 1M Jim nel IN IN ml INVERTED will WEBS AT Will PANNEL. • .WE 50# POINT LOADS PER TRUSS FOR A1H/U _ Nei �\ -���- it I j* CLOU�SED AREAS ARE OF / SPECIAL CONCERN & MUST BE t CHECKED CAREFULLY & MAY 1 INDICATE DEVIATION FROM PLANS.,^ a i I -- 8 �" - - --- -- 14 -4" POC H LEFT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AOREEtS SIGNED 8 RETURNED The legal desenptlon of the property where the trusses willl be be Installed is: The undersigned acknoweedges and agrees: 1: Trusses will be made In strict accordance with this truss placement diagram layout which Is the sole authority for determining successful fabrication of the trusses. 2. All dimensions In this layout have been verned by the undersigned. .3. Unless written notice Is provided by oerttAed mail to Chambers Truss within ten (10J days of delivery the undarolgned e0reae that no backdhergec will be allowed..ln the evem such written notice le tumlA Chambers Trues shell have throe (3) bw+jneas days in wnlch to begin repairs required, or to subetitgte other buasea, et Chambl um ers op n. lPt 6. Delivery Is 4. The undersigned to job cte lathe buyere'reaponeafb ty to make the Job est aRo sufteble f r delivery. Chambers Truss has the solo authority to detennlne the aultebin at the Job atte or a pordon of the Job site for delNary, Chambers Truss will be responalble for dump delivery only. The buyer Is responsible for eddi0onal delNsrp expenses H Chemhers Truss has to redalNer because job site Is not propered for delNary or buyer le not prepared for delNary of trusses. Buyer Is responsible to Chembera Trues for towing costa due to site conditions: YY 8. PHce ae shown In paragraph 7 below Is aubJed to change H erry changes are, made In this. layout. A $5 ) per hour fee for revlslons may be chargad by Chambers Trtlas, 7: This is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or 9 na.. agreement a reasonable price, Invoice will be made on delNary end paid within terms of neC', on delivery. Invoice may, be made at scheduled date of delNary If buyer cannot acceptt delive of fabricated Wss ry ea. The undersigned agrees to pay Chambers, Truss reasonable attorneys fee for collection, In event of payment not timely made. 1.12 % per month sell charye wlll be added far all sums not paid -within terma. ce . 8. Signature or Initials anywhere on this shoat constitutes agreement to all terms herein. Ban consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness pillng attorneys fees, If default In payment for material be made by the redplenu ` 10. In the event of an I y ftlein, the concerning this agreement, the items furnished or payments referred to herein, the. parties agree that the sole venue for any such action will be Saint Goole County, Florida. 11. Design responsibilities are per "National Standard And RObOmmended Guidelines On Raeponslbllltlee for ConsWctlon Using Metal Plate Connected Wood Trusses ANSIlrPViM'CA4-2002" DATED SIGNED FOR_ TfTLE , r A bar be IT�Y 'HCS11-03' fe9� Per tD prevail hIIurY $ tiarlTage. . Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and la the raisponslbility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trusses must be set and braced perdeslgn to previ nt lnlurY B darnal Trusses must be set plumb and square Do notset bunks or stack of plywood, roofing material or any other coYioentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELNERED WITH TRUSSES TO SE7 TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Plercei Florida 34982-64,23 800-551-5932 Fort Pierce 772-465.2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 ' Per-1- *I". ruaueeoetoucsCAM > , 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY in Design Criteria ASCE 7-2010 Wind Design Method MWFRS/GC hybrid Wind ASCE 7-10 � J Roofing Material Shingle or Shake 0 on Loading in PSF Roof R.D.L. = Z — Top Chord Live 20 w 0 Top Chord Dead 7 4.2 kn ° � Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 r�Ion. TOTAL Load 37 7.2 'o Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. ) Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C REVIEWED FBarrier Island No ;ODE COMPLIAfl�lforms to FBC 2017 ,ST" LUCIE C - estraining Dead Load C.B.=Continuous Bracing BOCC erity DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 FOR Revised: 3/05/2020 WYNNE BUILDING CORP. DESCRIPTION: WINDSOR PAGE 1 of 1 CUSTOMER INITIALS EACH (PAGE M 11392 3-� /ya 9gle5