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Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woad 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 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 5/8" thick light textured 12 stucco on typical concrete 4 1 SLOPE block construction \ Finish Columns with 5/8" thick cut coral finished stucco bands !wsw coral finished stucco bands LEFT ELEVATION RIGHT ELEVATION Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over A5TM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 SLOPE 1'4 EGRES PER D 3 Q O'-0" = Finished Floor thick Ilght textured stucco on typical concrete block construction JVfiL=: I/ R - 1 -V Product Approval Submittal Affidavit Ope ' Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method T� TT RExzEpstion Da}e Design Pressure of Approved Tests 1,2,3 �={ FL# 239.9 Single Hun g g SH-1100A I act PGT 5/I6" 1/4' die, taprodu w/ inn. 3/8" penetration la h spaced per product approval. Contractor shall adhere to min. edge distances specified m Product approval + 65.0/-80.0 F5 A I6-0330.02 Overhead Garage Door Model 824/811 9`-q•} max. width IL'-O" max height DAB D « "van. 3ie• . 4' ft HLc si..w ■ i�41 UM Mil WO r. ■e sa ■. ro�l�S�s�li „° 3elt�ii"�r.:a'46.* " � .1"WIITr:`■ , t. ■.�r� aa� ■m. d is ease data"" - co to atrxela When to pr=J epp % r a IL' t ■ e" r iar na 10-9-21 + 50.0/-G0.0 pat B FLU 16414.1 Fiberglass DesignPro/ Smooth Pro Jeld-Wen Mica 1/4' dia. tapcon with min 1.25" ambadment at 3" max from corners and n.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 251.4 Sliding Glass g Door Series 110 SGD PGT 1" nom " " Tgpa GSA 1/4' die. tepcons w/ min. 1 3/4" penetration to be spaced par product approval. Contractor shall adhere to inn. 2 I/2" edge distances specified in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method T�� Espcation Date Design Pressure of Approved Tests Mullions FL# 241.1 1' x 2 3/4" x .315' PGT per fastener tgpe and apecings shown in Table IA and IB In n product approval on sheet 5 of 22. + 58.0 PSF Roof FLU 11651.12 5V Crimp Metal Roof in g Gulf Coast Supplg and manufacturing 2G ga. 5v crimp metal roorng attached to plgmood deck using #9 x 1.5' Wood screus with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 We laps and V end laps fastened with corrosion resistant to caps and with 1.25' ring shank nails spaced G o.c. at all laps and two staggered rows 12' o.c. in field. Attach lack to trusses using attachment detect on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12' vented Vinyl Sorrit Kagcan Install using 2' x 2" battens at C o.c. screwed to soffit framing using #8 x 3' wood screws at each truss. Install soffit to battens using 0.12' dia. x 1.5' long ring shank mails with 3/8" dia, head, +55.0/-35.0 P5F Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced 6" o.c. atnall laps and two staggered rows 12 o.c. in field. Attach nL 4.. 4nunnen inn w44 wink. .+ .In4 wi . ♦k.. nl"an4 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION SCALE: 1/4" - 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing.FL #1165LI2 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM O (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 6" o.c. at all laps and two staggered rows 12" O.C. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager 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. 12 SLOPE IM Fl ICI 2" x 4" top plate 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board � II 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearina Partition Braden t Braden AIA. FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiamcomcast.net Stuart. FL 34994 #AAC000032 nLS WI Building Corp. Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 1'-0" 8'-1" BEARING O'-O" = Finished Floor 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) dauflyth Florida Building Code Residential: Gth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: IL5 mph ultimate Mean Roof Height: IIII'-12O" Roof Pitch: 4:12 Internal Pressure went: ±.Q-la- SubJectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu TW Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C o yg ` °� d� 1.21 x O.G = 0.12G Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL: O.6DL+O.6wL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.6 pat Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.6/-84.0 pat Components i Cladding Wall End Zone Width: V-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pelf Rod Zone I Wall Zone: 5. +35.8/-41.8 pat Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided?_e ® = Roof Zone 2 Walla Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Sal Bearing Pressure- 2.500psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IM AGT P O ECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: _31 pelf ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD:_ pet FLOOR DEAD LOAD: 10 oaf JOB ADDRESS:20 AZUL ism I" Model: Date Drawn Revisio 2-3-20 "' REAR Drawn by: PORCH c.c.u. 91"�D Q6( LEFT Checked by: D.R.B. CODE COMPLIANCE Sheet Comm # 20-19 OF 5 IG vvvs s ■ OCc ,3 2.1 N pt. t'H I III SLAk r� I o O R P I /� j\ I Recess top plate L"w x 3/8"d Counter top -verify type f-.� I � for steel su art an le with contractor CRASH POST D E T A f L see dated nP this Ghost TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. 1. Contractor to verify ALL notes and dimensions prior to 39" high by 4" diameter proceeding with Work. P 9 steel crash post. Floor Flange with 4 - 3/8" Steel countertop support angle Install L" from each and and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksl steel plate) see angle detail e a minimum 1,400 P.S.I. fiber stress. L" I/2" drywall °°d studsa•� et iL" 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. 2h" 2r2" 2" x e" PT wood plate ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.i. concrete and/or 4,000 P.S.I. grout mix 0 Attach buck to block wall with 6. Dr wall at ceilings shall be leveled and attached to bottom chord y g �3/8" 01 2%2" 1 1/ p etrElecome screws with min. I I/4" penetration at 12° o.c. max of trusses With screws per FBC R102.3.5. and 4' max from each corner d�PbTCHEN ISLAND FRAMING DETAIL 1. ALL wood in contact with concrete shall be pressure treated. `/ 2�2" Exteriorr°`° Bu 2" x L• PT Buck 2 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. O o varies �•_-.\ 9. ALL plumbing fixtures to be low flow. h" 10. Contractor to Provide Drain at water heater in accordance 48 woad across thru jamb into buck with the current edition of the Florida PlumbingCode. Detail at max and °era°coo ddoor ttacti attachment Door p verify attachment 11. Contractor to Provide a 2'-8" wide door at one bathroom for NTS hole location with GC to fabrication handicap accessibility requirements. prior 3/e" thick 12. Lowest finished floor to be set bg Governing Building Department 2'/2" INSTALL VULKEM BLOCK SEALANT steel bracket Sul to Set In field. �" h" D ON ABLOCK 13. Separation between residence and garage shall be per FBC R302.6 L" SILL PRIORLL TO BUCK INSTALLATION 3' 14. Door between garage and residence shall be 1-3/4"t 20 min, rated door L» 12" x 12" Concrete column 12" block Pilled with concrete and (2) #7 bars Vert. tied Into lintels above " ° Water Heater COUNTER TOP BRACKET DETAIL Install with 3s this buck into block with 3/IL" tap -con with 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 er FBC R302.9.1 11/2' penetration at 6' me. max. p g from each corner and 20.° me. max 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4 O per FBC R302.9.2 thereat endtmll°per and 20' me. aix S. VTR ' "I 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Exterior Pace 1 AL MASTER �r 2 1 p of well Buek to be I' x 4' PT � BATH i 2" 1 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation varies S I materials exposed on the underside of the roof deck or on the attic walls shall comply KITCHEN m„��� I ��,-� 1 1 LAY-1I with F.B.C. R316 - see permit info box of code edition 2'AAV 1 `1 LAV-1I 2" 18. G psum board material shall conform to ASTM C36, C19, C415, C514, Cil C931 4L LAUNDRY 2" 1 3" I 1 I'x4" P.T. Buck nailed to 2" 1 I I C 60, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be Installed lock with case hardened nails I I I 1 according to the following: (FBC R102.3.5) Detail at Windows prior to window attachment i LAY-1R" I I LAY-1 NTS 2" 2" 2" 2" ` o-1 Dr wall y Location Orientation Framing Member Max. a acln p Ned siting options for TMckneaa Spacing s oP fasteners installation of drywall into Nails screw.. Maximum wood Framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12, lags 1 3/8" long with 19/G4" head 0.098" diameter x 1 1/4" Iong annular -ringed or Sd cooler nod /2 OR Wells Either 16" s" IL" 0.080' dia. xx 1 5/8' long with Direction 15/L4 head OR Ggpsum board nail 0.084" daa. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 7" 12" lags 1 5/8" bong with 19/64" head OR 0.098" diameter x 1 3/8" Ion annular -ringed or Ad cooler nail Walls Either IV 8" IL" 0.092" dia. xR 1 �/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/G4" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompangIngASmoke developed index not to exceed 450 when tested in accordance with STM 1= 84. Insulation shall comply with F.B.C. R31L. 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" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and (" 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 \ Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I Weds F- ( 24" o.c.) supporting 4 g Max 18101be. uplift Aluminum Drip Edge t Fascia 7 2" x L" Sub -Fascia Kagcan full o vent vinyl sofPlt metalled using 1/8' dia shank x LS' long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell Wood Window Schedule Mark Size Rol Opien. Window Description PRESSURE ZONE I. 4'-5Ye"x 4'-L%' 543e"x 5418" Single Hung ZONE 4 2. 6'-231a'x 5'-3%a" 15" x 103%4' Single Hung ZONE 4 3, T-2" x 3'-2%2" 21%2"x 38V Single Hung ZONE 4 4. 3'-1" x 5'-3%' 38' x 43'/4' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door S chei le Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-O' 108' x 84' Overhead Garage Door ZONE 4 B 3'-O" X C-8" 41'%4" x 83%' Fiberglass Panel - Inswing ZONE 4 C L'-O" X L'-e" 14" x 81 'h" a b:: Sliding Glass Door ZONE 4 D 2'-O' X V-8' Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E T-0 X L'-8' Solid Core - Wood - L-Panel F 5'-0" X V-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x V-8' x I s/," Solid Core Wood, Steel, or Masonite Door H T-8" X V-8" Solid Core - Wood - I. -Panel J V-0 X V-8" Solid Core - Wood - I. -Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL ,WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction PRE-ENGINEERED TRUSSES I" x L" P.T. B at 24"o.c. TYPICAL block with case (shop drawings by manufacturer) prior to door a 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) U5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) U5 bar cost. for bottom row over openings 1/2" drggwall over I" x furring strips ai 16" o.c. with R+I Fr -foil _ insulation on typical e" Block walls All drywall to be installed per FBC RZQ2.3.1 T and shall meet all pertaininASTM codes. io Mortar to be Type M" onlyg proportioned per FBC R601.1 - and Mortar ,fonts shall compry with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #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 6 xL #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill I- -'' I i =I I I I1111III=1 I I=11 i l" 14" Concrete footing 14" with (2) 45 bars cost. and U5 TYPICAL SECTION transverse bars at 48" O.C. ale : 1/2" = 1'-0" to Masonry Beam / Wads 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 0 0 Use 3/I4" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o_c. max thereafter at sill per product approval I" x L" P.T. Buck nailed to block with case hardened nails WP;9t'1 prior to door attachment , �" aHWR-1 V. 2" 2• uw I , J 2" T-1 BATH #2 3" `A• 3" SANITARY RISER nts to septic/ sewer system fixed door sliding door n Masonry Wall ;- N Bottom Track Typical Flooring Bill Install SGD thru buck into block with 3/16" tap -con with D I l d i n �''^ D oor D eta l 1 i penetration at L" max. g fromom each corner and 20.." o.c. max thereafter at ,lambs per product approval)amb At Masonry Wall NTS Braden t Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 34996 UAAC000032 8'-10/2" Filled cell under girder above I o PORCH WIRE LATH t STUCCO CEILING 19'-9" a, a„ EGRESS 13'-11" MASTER C o BEDROOM � B'-O" A.F.F. Ce iling eiling I °° o ' I " I O I Vanity to be 34 Y2"high 8'-0" to 9'- " A.F.F. Rod t Shelf Vaulte Ceiling T GREAi� ROOM NI m ( J o I �I OSET Ln I I - GOLL h I Rod t Shelf WASi-I£R DRY£R if 2" = 1- LAUNDRY 9'� '" I 8'-0" o 9'-8" A.F.F. O i, Vaulted Ceiling I O O ROOMINING I I I 34® o b 42' 0 O 3/e" thick steel I counter tops to `I is 18 Coulter top supports I overhang wall 1.5" :r I 5'-3" 90„ counter tope to eq. eq if overhang wail1.5" L-- LIA ❑ PANTR O 0 0 W CAB i---I I DW I ° ° +41' high wall I SECOND o l KITC 1HEN P BEDROOM o 8'-0" to 9'-8" A.F.F. e'-O" A.F.F. _ O r� Vadted �eihng Peer cabinets to I r Flat Ceiling Q extend ova Ref. I ICR AYE 1 NONWVENT REP. ae' CLEAR N 24' H.B. L - _ O - OPENING -N m Cr - - - nA/C Hv o® O #i 4"0 Steel Ballard Pro auto THIRD See detail on this sheet O 0) r-- BEDROOM r 22' x 54" 1 1 / Attic Access L _with light I O 1 O O - IL - u I i+l IA.F.F. - 8'-0" A.F.F. Flat Ceiling Flat Ceiling s C. ARAGE J O lock wall in m 1grage to be O E)l MT Q r+ struck block R-II Beta InaulaUan r L 4 Provide auto 150 Amp IIILI, " EMERGENCY closer 9-9-1,1 Panel r - - - -------------i EGRESS r-------� O I I 41.25" x 82.5" l I I I ough opening in I I For this door b I I - 'GOLF CART GARAGE Ln O I I J ") 1EI 2-8" L,_4„ _8„ 9,-011 O 0 ,T Nr 1 Square Footage Breakdown Total A/C Space = Covered Porch Total Garage = 1,153 sq. ft. = 212 sq. ft. 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. Wynne T IE Building Corp. WINDSOR MODEL: REAR PORCH Date Drawn 2-5-20 Drawn by: c.c_u. Revisions Sheet � , Comm 20_19 Spanish Lakes 20 A Z u L St. Lucie County Florida LEFT Checked by: D.R.S. OF 5 B .7 I lK,UL. I U1�f�L_ IX<../ I T--.7 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,600 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3, POISON SOIL AND COVER W/ 6 MIL. ViSQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. S• 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 PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOLADATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G186 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification Of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to 5'-I1" wide. Provide (2) filled cells on each side of openings from (a'-O" to 9'-II" and Provide (3) filled cells On each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 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 �0, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ 30" overlap SEE TYPICAL at each filled cell_,SECTIONS 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade MNl! 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I' 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS ©14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" F6 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR b"xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH AB EDGE DETAIL #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ a' - �H;D 10" (2) #5 bars cont. bottom steel 12" 2 DETAIL AT 6" GARAGE STEPDOWN _F SCALE 1/2" = 1'-0" (11 12" x 12" concrete column block filled with concrete and (2) u1 bars vert. tied into hntals above Top of rooter 14" below finished floor - Verify house slab height in field 30"x30"xl6" concrete column footing with (4) #5 bars each way F 30 OLUMN FOOTING DETAIL SCALE 1/2" = I \SEE TYPICAL ECTiONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O'-O" e F.F. 14"d concrete monolithic footing with (2) #5 bars cont. 14" GARAGE CURB 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 e #5 bar cont. in U5 bars cont. bottom steel 3 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 bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic pipinpenetrating concrete slab on grade floors shall not lie 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 b" 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 NT cJ IN 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 Conc. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS r— — — —— — 4 12" x 12" concrete column block filled pt. with concrete and (2) #1 bars vert. tied Into lintels above I O 4 35'-O" 12" 8'-I0Y2" 0 10,-0" 4 w . I a I E° E° EI� --, ._i_i_i_i _i_i_i_i _ FI ___ T — Felled cell under I I girder above o I FI I 0 I p Rear Porch Slab to FI I p I ® W - be poured separately l_ 1 I a0 from House Slab. I n I o O I Thicken footing to L 24"w x 14"d x 24"L u FI I Rear Patio/Slab to be flush with bottom of sliding door recess. I Slope I" II-i I I _i I -i I FI I I II EI I I I under filled cell under girder bearing. I FI I I I I I It 4" concrete slab with fibermesh OR q)m I 6"x6" #10/10 WWM on 6 mil Visqueen over I HB U U I clean compacted termite treated fillco If I O o I ;- ° I ASH£R DRYER F I FI I '- IE �I I it I _, I I I _, I I �I o I FI I o I p r I I° EI I! O w in I I DW O I F- EI I 4" concrete slab with fibermesh OR FI I vx6" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I MICROWAVE REF. a00 3CLEAR a © O OPENING A/C W.H. I #1 4.0 Steel Ballard I I Step See detail on this sheet s I adincludes LU n000'threhd I I o I I I E IQ N I I FI Q a I Meter and panel — — ----, ------ 6 J either side of I I ouse field verifu E W S � service location W I D inIt CD is., Ste ----- -i E I I° - I .Ssp IO I I _ p in E � I I I F5 6'-4" I I a Q I Q --——— — — — — —� O " 4 O t----—— — — — — — J E 1.5" Recess for E EE s — ° O E 1.5" Recess for r7i EE Garage Door Garage oor b" tap 6 5 tap 2'-8" 9'-O" 2'-8" 6'-4" -8" 2'-e" Braden t Braden AIA, PA Winne Building Corp. mvuEL: Architects - Planners REAR 411 S.E. Coconut Avenue T l,U f D S O Tel : (112) 281-8258 PORCH Spanish Lakes St. Lucie Count Florida 20 A Z U L Fax : (112) 28e1-8283 E-mail: bradenaia comcast.net LEFT F1 1dQQ/ itAAP`nnnn'A7 Date Drawn 2-5-20 Drawn by: C.C.U. Checked by: D.R.B. Revisions : Sheet REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY OF 5 wwww Comm # 20-19 B R 0 0 F SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws bas d on pressure for roof stated in permit info box on these plans For zone 3 Ke Area Edge Field Fastener pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 8d ring shank 16 psf Zone 3 id ringshank 84 psf ** Zone 3a 6" 6" US wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Caet-Crete 8U8-OB/OT precast lintel act in mortar Min. e' Bearing ' Verify wit an II� 12"x 12" I Column Block \1 Reb 1 Reber Rebar 48 Bar Dia, Min. Overlap to Lintel Attachment NTS Provide 95 bar set in pre -cast ROOF h L ' ' ` Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. - O L I , - O n I e PT Buck ad per jamb into filled c, 4" Pre -cast Sill ver angs at un ess otherwise noted on this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer Any 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 layout and uplift verification — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Trusses at 24" O.C. / see shop drawings bg others Provide #5 bars with min. 48 bar Qiemeters overlap in filled cell. lie filled cell steel into continuous footer steel. J J _ rt - - r Concrete Footing L (see rooter schedule �... --. ..-.�:... for exact sizes) DETAIL AT WINDOW OPENING iN Scale: I/2" = I'-o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 marls at 4" o c. Install Simpson MGT into wall using 5/8' dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tyype 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411L51.12 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 Ib 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 0 o.c. at all laps and two staggered rows 12" o.c. infield. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars Lintel Bar Clear "A" "B" tLSAR Length Length Span Bars Bars i i i i i i i i i i i i 2'-10" 2'-$" I'-L" 2,43 none 3'-6" 3'-4" 2'-2" 2,43 none 8F8-OBAT 8F8-I5/IT 8F8-I15/2T Additional 4'-0" 3'-10" 2'-8" 2,tt3 none #5 bars CLEAR � '. ."i ',•' 4'-6" 4'-4" 3'-2" 2,Jt3 none fii ne Row oP ;.."i Block Above `'I ' ��%�� 5'-4" 5'-2" 4'-O" 2,#3 none 4'-6" 2,44 none Precast Lintel Witi 6'-6" 6'-4" 5'-4" 2,#4 none r,____Jr #5 bare T-6" �'-O" 6'-2" 2,45 none 8PIL-IB/IT BFIL-I15/2T 8,_4„ 1'-10" l'-O" Zug none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. end-8" ALL reinforcing steel is grade 40. 3. standard for reinf. ateel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or Do Unit WidthSize Lintel Cast -Crete Specification Rows of "H' Block Above " Bottom Steel Size ToP $teil Size Max. Gravity Load (PLF) Max. Uplift Land (PLF) Max. Lateral Load (PLF) L22 2'-2" V-6" 8F8-OBAT I #5 301119 150 1024 L31 2:_g. 3'-1" 4'-0' 8F8-OB/IT I #5 25LI 1363 1L3 L45 4'-5' I S'-10' SP8-08/IT I #5 1105 1 909 339 L50 5'-O" c-L" 8F8-OBAT I #5 1238 ass 121 L60 L'-8" T-V BF8-OBAT I #5 1011 121 534 Lao 8'-0' 9'-4' BP8-I5/27 I #6 2 #5 152 591 512 L90 9'-O' 10'-L' BPS-IB/2T I #5 2 #5 L43 530 401 1908 9'-O' 10'-L" 8PIL-1B/2T ONE 1 95 1 2 #5 1833 1183 401 LI00 10'-0" W-4' 8118-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" II'-4" BFI6-8/2T ONE 1 #5 2 85 13L6 1028 452 L120 12'-0' IV-4" 8198-I5/2T 1 #6 2 #5 411 428 324 L120B 12'-0' 13'-4" 8PIL-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-0' IS'-4" BFI6-6/2T ONE I #5 2 #5 1250 L09 254 L160 IL'-O" IT-4" or-IB/2T I #5 2 #6 300 192 194 L140B It'-O' IT-4" BF14-I8/2T ONE 1 #5 2 #5 also Boo 144 - 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. Simone anchor at eachn HETA 20 or equal hurripcsatruss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip _ Edge t Fascia 12" 2" x L" 5 Kaycan full o vent vinyl soffit installed using 1/8dia shank x 15' long gals. roaring nails with 3/8" die. head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and 12) #1 bars vert. tiedF -- into lintels above thicken edge to 8"x8' with concrete and one 45 bar continuous BEYOND Top of footer 16" below finished floor 12 4 into Aluminum Drip Edge t Fascia ceding transition'' dad using metal studs erifg exact configuration es R-30 Batts -11 batts Drywall ceiling see typical section Ceiling transition Insulation Detail nts Flash and Counter v Flash Nail ledger to gable end truss with (2) IOd ds at each web hi -rib lath vertical wood a to provide :ration into 3/4' penetration members 6/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vent. w/ 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 a -7777777 II I Brace Gable and with 2" x 4" SYP #2 aft back nailed to bottom Of top chords using (2) IOd nails at each truss RE -ENGINEERED WO 9 24"o.c. TYPIC, ( shop drawings bg manuf \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (U tt5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cunt. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 Frfod -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned, per FBC R601.1 and Mortar joints shall comp g with FBC 601.2.1. 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 fibermesh OR Vx6' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill =III—IIII-1111-1111' 'llll' N Typical S&ctlon atFlFront Porch Scale : 1/2" = 1'-0" Braden it Braden AIA, PA ( Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8288 Fax (7Z2) 281-8283 E—mail: bradenaia8comcast. net ti Stuart. FL 34994 UAAC000032 O I Provide downspout Strap truss to wall using Simpson MGT with 5/8" dia. 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 Simpson HETA 20 hurricane anchor at each truss ETA 20 ( 24 O.c.) suppportingg Max. �� 1810 lbs. uellft NIN m�,ON i N 100MANWIA VIA W Illy W1 W4AA PAJ FAA Oil ®r — 0e� d100 WLnne Building Corp. THF. WINDSCR Spanish Lakes 20 AZUL St. LU(;ie County Florida MODEL: REAR PORCH LEFT ETA :20 Provide for garter Simpson i-IETA 20 > hurricane anchor at each truss Provide downspout ( 24" o.c.) supporting Max. 1810 lbs. uplift Date Drawn Revisions 2-5-20 Drawn bg: C.C.U. Checked by: D.R.B. ST" t.UUlt , Sheet OF 5 T � X J OU U) Q o =t a to u! C� c ^� F- in ti ° w W E_ C _ Nu n 6 a.. 7 O w Comm # -2-19 PANEL "A" Isds i SR Load Wire Description gird# gird# Description Wife Load SR Poies 1 20 1.2 kw #12 Refrigerator I Rance #L 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 L Dr ar 810 5.0 kw 30 2 1 20 1.5 kw 412 Kitchen S.A.C. T e 1 20 #12 Bathroom Receipts 9 10 Air Condenser sor #10 5.0 kw 30 2 — 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw 312 Microwave 13 14 Air Hendl 410 5.0 kw 30 2 I is #14 General Lighting 15 it, 1 15 #14 General Lighting IT I8 WH #10 5.0 kw 25 2 I 15 #14 General Lighting 19 20 I 15 #14 General Lighting 21 22 GDO 412 0.81 Kill 20 1 I 15 #14 General Lighting 23 24 Spare Spare 25 24 Spare Spare 21 28 Spare Spore 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. I Watts Total(Watts) Small. Appliance. Circuit(s) .. ......... ......... ..... . ... Range......................................................... .Refrlgerator.................................................. .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 1200 1200 1 1,500 1500 1 1,200 1,200 I 1,200 1 5 000 I 4 500 E I 810 Total Watts 35,615 First 10000 Watts e100% 1 10,000 10,000 Remainder 25,615 *40% I O 10.244 Electric Heat or A/C 10,000 065% I 10,000 10,000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 121._02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyaball Recessed FB Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light ,,ftWa= ground fault circuitInt Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector 4L? Flood Light O Thermostat m Electrical Panel © Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack A DISC I A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook —Up FB = JUNCTION BOX TO SUPPORT A FAN O = 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. 42/0 AL SER Cable (3) #1 THHN Copper With #I Grnd 2" PVC Schedule 40 conduitS 2" PVC Schedule AMP 40 conduit sleeve AMP MCBinto attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can � meter can Intersgstem bonding Interagatem bonding 2" PVC ( FPL)—Q Termination pant 2" PVC ( FPL)---"` Termination pant schedule 80 C =0�schedule 80 2' rigid service FPL 2" rigid service FPL I I ground rods I ♦ I ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER PORCH 141 CFM IOXIOx1 GREAT 141 CFM IOxIOx1 DINING ROOM 141 CFM 1OXIOx1 —•• 12x12x10 12" PANTRY -------- who I DW I o I ' I I" 124 CFM I IOxlOxL 14" KITCHEN 3 TON I SEE MANUAL MICROWAVE I KO VENT REF. 20x2O "J" and Energy 10 3e' CLEAR Calculation Calculation L OPENING #limn for Unit info — — — — F' 1 A/C W H IIL" — I #I 4"0 Steel Ballard I See detail on this sheet I I IC48 r----- I 22" x 54" I Attic Access I Iasth light F GARAGE r----------------- i I I I I I I I I I I I I I I I I — Contractor shall use AL—CU Landing lugs. NTS — Contractor shall use AL—CU Landing lugs. NTS I I — Contractor shall torque lugs I.A.W. — Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which I I shall be verified prior to construction shall be verified prior to construction — Verify AIC/KIC Rating prior to ordering equipment — Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4_ ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L_ Recessed cans to be installed per NFPA requirements_ IL_ It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. e. A/C Return Air Balance Must comp) w/ FBC RMIL02 be the requirements necessary for the equipment to be placed in 23. All exposed wire below T—I" shall be installed in metal EMT 9. A//C Rarrigqis�r�gqnt lines that are run hru slabs must proper working order. sleeved in PYC 11. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility Fl3C RM1502 contractor, the completed se�stam shall be fully operative. and telephone company. 12. Contractor shall pay for all Tees, permits, testing, and 13. inspections including blower testing where required. All be trades to is. The electrical system shall be completely and effectivel work shall coordinated with other avoid grounded as required by the latest edition of the N.E.. interference with the progress of construction_ +j 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. 124 CFM IOXIOXL /MASTER BEDROOM B/A 124 CFM r ' IOXIOXL a rLa i I B/A 8x4x4 9 CFM LOSE 0 WASHER DRYER LAUNDRY 8x4x4 50 CFM IL CFM — ra I,�I 8X4X4 r L 2x12x8 B/A Li , hII 12xLx1M SECOND I I BEDROOM 12x12x8 B/A THIRD BEDROOM 100 CFM IOXLXL � I 150 Amp Panel GOLF CART, GARAGE I I I I I I I I I lei 71; Vent thru rnr soffit WP GFC1 Install oulet under disc. not shown for clarity PORCH �`� EP WP GFCI MASTER BEDROOM u CIU I -- `t _------ - \ I � \ I � I � I I I I �-- I I / GREAT. ROOM I LOSET I \ I \ o I \ \ WASHER DRYER I \ I \\ LAUNDRY DIMING ROOM I 1 4- ITR \ 45 I 1 �ITC'HE� PIMP Detector a � GFCBel 4"0 Steel Ballard See detail on this sheet ' OPTIONAL PANEL (�) LOCATION I� livilb 111 SECOND 1\BEDROOM 1 THIRD ---BEDROOM riff is /0 GARAGE / - / L GFCdb GFCI P \ \ / \ 1 � 150 Amp GFCI / to owner \ J1 GFCI Panel r--------®=------� Garage \ s Garage Door I \ I Door Opener I \ a I Opener —a 14 \\ ; GOLF CART Front ieForPost I I 1 GARAGE I 8== Light I I to garage lilghts GFCI I I GFCI N. --- —� i ff WP GFCI ------ - LECTRICAL FLAN O Post Light with s Photo can SCALE: 1/4" = I'-O" Center Post Light between driveways Attic Ventinci Calculations Total Attic Space = 2101 sq. ft.FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Braden E Braden AIIA, PA W(gnne Building Corp. MODEL: Date Drawn Revisions Sheet Comm # Architects - Planners 2-5-20 ,411 S.E. Coconut Avenue T l"U f N D S O PORCH c.c.u. REAR Drawn by: Tel : (712) 281-8258 REVIEWED FOR F — 1 2 O -19 Fax : (112) 281-8283 CODE COMPLIANCE E—mail: bradenaiaOcomcast. net Spanish Lakes 2 0 A Z U L LEFT Checked by: Stuart. FL 3-4996 UAAC000032 St. 1-ucie County Florida 0.R.g ST. LUCIE COUNTS OF 5 B wAAA A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TPUSSES ARE TO BE SET AT2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span1or less 30' to 60' Span 6i� degYeeS Spree er Bar r ess 12 —..� o f— APProx 2/3 to nrdg ..(fie spar C,Jprox Lne 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set to s way ir crone used Truss must be set this way if crone used. 1 'uss is on example, yaa, tress 'nay not r,otcry This is an example, .truss may not match. Insist crane operator Bets truss In s way Insist crone operator sets trussthis way. s , All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. Al R HAN L7I IE=F:;,* 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 Nails must be as shown. Guide tabs Dome angle nails. I HU`j�)E�) ' h UK HE HH1 ) l 1 us <S MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR TEAT MODEL. :he Arahlt°c<''°'Architect's representative's chap drawing approval Is NOT a "doubts, chock" of the contactor. b — — 1 The cantraator shall ra3trlal" respansibte ARRANJE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' 24' IN LENGTH A �pm�c�nkt;Gt;Q� tern°Acte�ts s ' 1 approval cove snare! ro ® Do not `tand on trusses until they are braced per BCSI & properly nailed to straps & hanger%, L g afsh Inp ey I review of trues strapFing, and ioadin on structure from gravl and-, uplift. loads and z.ac TM"u _ 12 CWNEfl JACKS CORNER DETAIL . 4.00 f OVERHANGS NOT SHOWN FOR CLARITY - to tn 81 co 1 1' upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12 4.00 12 2.00 A8 rt Y _ _ d upset=1/4" hee1=3 15/16 INDICATES LOAD BEARING PLUMB CUT END REQUIRED BY TRUSSES SUPPLIED BY BUILDER 2 x 4 Top Chord AT A HEIGHT OF 8'-0- WALL HEIGHT 8' ABOVE FINISHED FLOOR END DETAIL: TYPICAL VAULT I their resp ti Cat. ans. 19,_9„ 15'-3" C L G Date lo�g 9- LS W — — — —% _j Braden. S Bradeac .A E.A, P.a, -.... ��/.Ir i�V/LIIH/JIAI 1i9�///iI//V/✓/IH� j/H/�17�1�� i%//.V///:�//��� J///li,��li/�/%ti,/,17/,��fi �. /— I 0l 121�41A /II 'vim Mae dE! IM10 0 e0j, ass IPA INVERTED "V` WEBS AT CENTER ®®a ' C. - ,... e FOR , ripIs a 111110 � 1 t •® 1 r r ���. ,. Iy�Ime IV////,AWzz�ii„�I0=1111110=4 �Iy� ®I®I�11�1�1®11111.1®111®I�111®�®�®� PORCH RIGHT Nsg FABRICATION AGREEMENT J1 TRUSSES CANNOT aE STARTED UNTIL THIS AGREEMENT IS SIGNED 8 RETURNED J The legal dascr(ptln of the property where the trusses will be Installed is; J3 1„ ! The unTrudersigned bemm d 8es `; d agrees: �IT 7 i" %. 'CLOU�SED AREAS ARE OF �o SPECIAL CONCERN & MUST BE CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM �\ PLANS. ••�__�� a n s ct accordance with this truss placement diagram layout, which Is the sole authority for determining.successful fabrication of the trusses, 2.A1dlmenslons N this layout have been vedfled by the undersigned. .3. Unlee8 written nonce le provided by certlfled mall to CM1ambere Truss within tan (10) days of delivery the undersigned agrees that no bachcherges w111 be allowed- IT the event such written notice Is fumished Chambers Truer shell have three (3) bunass days in which beginto heundersigned aairs dcnrowladgesub"receipt of SCSI:a other n1-' sum mary heeer by TPl B VJTCA, 6. Daevery Is to Job site. It Is the buyer'a'recponelbltlty to make the Job site suitable r deI ry. Chambers Trvsa her the sole authority to detennlne the sultablltty of the Job alto o} a portlon of the Job she for delivery, Chemba Truss will be responslble for dump r! ftvary only. The buyer la responslble for additional cl l o, expenses H Chambers Truax has to redeliver beeavee job she Is riot prepared for delivery or buyer le not prepared for delivery of trueaes. Buyer lam naibie to Chamban Truas for towing costs due to rite wndltlons. B. Price as shown In peregraph 7 below Is aub W to change If any changes are, made In t. 7; This A $50 par hour tee for revisions may be charged by Chambers Truss. - .7: Thee le r PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no, agreement a reasonable price. Invoice will be made on delivery and paid wlthln terms of nef Ion delivery. Involee may. be made at scheduled dale of delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers ruse reasole nab ettomey's fee for collectlons In event of payment not tini made, 1-1/2 %per month service charge will be added for all sums not paid within terms, 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 9.In consideration of Chambers Truss extending credit for this material the as unconditionally guarantees payment when due. of any end all Indebtedness owetl to Chambers Truer by any entity receiving metedal and the undersigned agrees to pay Such recipe Indebtedness Including attomeya tees, fl default In payment for metedal be made by the 10. In the event of reGplent.- '�. this agreement, de or payments referred to helrlein,t the parties lagree that the sole vl venue for anye hems such oils hero will be Saint Wole County, Florida. 11. Design responsfblities are per "National Standard And Recommended Guldellnea On Rasponslbllltles For Construction Using Metal Plate Connected Wood Trusses ANSI7iPIANTCA 4 -2002 DATED ;' SIGNED �. r Aspreader bar may be le" Per'"BCSI I -a' pmveritinluay8 dams 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 Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trusses must be setand braced Perdsslgn to prewxrt hjury & damage. Trusses must be set plumb and square Do notset bunks or stack of plywood, roofing material or any other Co'hcentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES US/NG THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Piercer Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772465-8711 Vero Beach 772.569.2012 Stuart 772-286-3302 ' r41_,- ma.rUARMCCCCTDI ICA CfAM Y 92.0/93.2 MITEK 4.2 ' DESIGN CRITERIA A5 County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 V Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake A5 ,o, y r Loading in PSF Roof R.D.L. `—° — — Top Chord Live 20 TA H Chord Dead 7 4.2 s c Top " $ ) Bottom Chord Live 10 Non -Concurrent 0Bottom Chord Dead 10 3 CENTER kD W/ (2) rr�l y . TOTAL Load 37 7.2 ss FOR A/H/u c Duration Factor 1.25 TA d Wind Speed 165mph L) w Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. T Highest Mean Height 15'-0" Building Type ENCLOSED TA Building Category II:Non Restrictive Exposure Category C Barrier Island No REVIEWED Fnforms to FBC 2017 ODE COMPLI'-Restrainin Dead Load C.B.=Continuous Bracing___ T. LUCIE GO DESIGN CRITERIA shown above with the T SETBACK BOSTON HIP BHA BIE C it ing department and your engineer. o Design Criteria is the responsibility of the J L Buildinq Designer and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' W 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07115 Revised:03/21/18 FOR Revised:3/05/2020 6'4"14'4• WYNNE BUILDING CORP. Fmin" ORCHI LIESCRIPTION: 2 WINDSOR -7�5�4r,C PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS (DRAWINGS ARE ATTACHED TO LAYOUT M 11392 c:o;v ,9z u L...