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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY -(aQ'5 FEB 12 2019 ST. Lucie Cou*, Para Finish Columns with '8" thick cut coral fished stucco bands 12 4 1 SLOPE COVERED PORCH ELI, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimpp metal roofing attached to plywood deck using #9 x 1.5" wood screws wltfi 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 G" 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 Z stucco on typical concrete — — — — — —block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL VIL51.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with selr sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4 side laps and V end laps fastened with corrosion resistant tin 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 deck to trusses using attachment detail on this sheet —� 2„ .H. 5/8" thick x 8"w cut 3 coral finished stucco bands — s — — — — — -'- — — — — — — — — — — — — — — — — — — RIGHT ELEVATION 7 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = P-O" 12 SLOPE 4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and G" and laps fastened with corrosion resistant tin 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 deck to trusses using attachment detail on this sheet ❑i�0 thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION ALL MANUFACTURES LABLES SHOWIIST. UCIE COUNTY O B IAN E DIVISIq/N U FACTORS AND SHGC COMPUANCLREVIEW ED BY WITH FBC ENERGY CODE MUST DATE REMAIN ON ALL DOORS AND WINDOVIP 2..L0 NS AND PER MUS BE KEP 0 JOB UNTIL INSPECT DOORS TE OR NO INSPECTIONS) WILL BE MADE "aFOF�s THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS COt r 400 A$OAft EOUIRED IIFY FIELD INSPECTORS THAT 1Jjz�P7EJ NTggCi Sl'l(//} y�EN AY BL NECESSARY IN ORDER TO 4 DADf;�FCORP lf,F OMPLY WITH ALL APPLICASLE CODES. SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet E� 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION ill 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Sd nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges wrth IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION ALL MANUFACTURES LABLES SHOWIIST. UCIE COUNTY O B IAN E DIVISIq/N U FACTORS AND SHGC COMPUANCLREVIEW ED BY WITH FBC ENERGY CODE MUST DATE REMAIN ON ALL DOORS AND WINDOVIP 2..L0 NS AND PER MUS BE KEP 0 JOB UNTIL INSPECT DOORS TE OR NO INSPECTIONS) WILL BE MADE "aFOF�s THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS COt r 400 A$OAft EOUIRED IIFY FIELD INSPECTORS THAT 1Jjz�P7EJ NTggCi Sl'l(//} y�EN AY BL NECESSARY IN ORDER TO 4 DADf;�FCORP lf,F OMPLY WITH ALL APPLICASLE CODES. SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt 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 E� 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION ill 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Sd nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges wrth IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 .' ICI 011 it I� 2" x 4" top plate 1I ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" o.c. base -board ----\ II 11 / 2 x 4" P-T. bottom plate \ 4" concrete slab with fibermesh OR G"xV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Non-Bearina Partition Braden it Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenalaecomcast.net Stuart_ FL S4994 #AACOOOOS2 nts Wynne Building Corp. THE RGYALF. Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 1'-0" a.12111-9 7 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: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: 11 Wind Velocity: 165 mph ultimate Mean Roof Height: '- " Roof Pitch: 4.12 OY9 Internal Pressure Coefficient: to -is Subjectabdity to damage from: Weathering: Negligible Termitea: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: G rMN 1.21 x O.6 0.124 Adjustment factor for Exposure Height: ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.610L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 paf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'_4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35,8/-38,1 psf 0= Roof Zone I Wall Zone: 5. +35.8/-41,8 paf Walls 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 walls Zone 5 Are Components an Cladding De� Provided? Yea END ZONE Minimum Sod Bearing Pressure: 2 5O0 psi, Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: _31 psf ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: _±_5_ oaf FLOOR DEAD LOAD: l0 oaf JOB ,ADDRESS: MODEL: GARAGE RIGHT Date Drawn 3-28-18 Drawn by: C.C_U. Checked by: D.R.B. Revisions : Sheet Comm # 5-23-I8 Smoke detector revision 1. i2Bol / 64-619S OF 5 35'-O" FLOOR FLAN AREA CALCULATIONS AREA CRASH POST DETAIL A/C = 1120 sq. ft. TYPICAL NOTES: SCALE 1/4" = r-o" N.T.S. = Back Porch Total 10 sq. ft. I. Contractor to verifyALL notes and dimensions prior to P 3(" high by 4" diameter steel crash post. Floor Garage = 311 sq. ft. proceeding with work. Flange with 4 - 3/8" Entry = 28 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into slab (3/8"t 50 kSI steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have Total Under Roof= 2215 sq. ft. a minimum 1,400 P.S.I. fiber stress. 6" Total Cubic Ft = 13,%0 4. No dissimilar metals to touch. ��_" 2h" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. /2`" ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to ° ° Z" VTR J� shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 13/8" 21 . 6. Drywall at ceilings shall be leveled and attached to bottom chord ') 2%," ° Attach buck to block wall with I of trusses with screws per FBC R102.3.5. ° ° 1/4' dia. Elco comic screws with min. I 1co 1. ALL wood in contact with concrete shall be pressure treated. I Id4" penetration c o.c. max and 4" max from each corner thru $. ALL wall dimensions are nominal and not finished wall or stud dimensions. ��" Exterior Pace 2" x 6' PT Buck Za VTR eP well /� 9. ALL plumbing fixtures to be low flow. ariea 10. Contractor to Provide Drain at water heater in accordance I with the current edition of the Florida Plumbing Code. Master i Lezv. s #8 Wood screws thru jamb mMaIII I I II. Contractor to Provide a 2'-8" wide door at one bathroom for 2�.. 2/' at each lunge and 15" o.c. max an y Detail at Door prior to door attachment Lev. I handicap accessibility requirements. ,, ,• i r VTR 12. Lowest finished floor to be set by Governing Building Department 6" NTS W.C. I surveyor to Set in field. INSTALL VULKEM BLOCK SEALANT I 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK SILL 2- Shur. 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door INSTALLATION six. Sink I 1 Water Heater Install windows thru buck into Kitchen Z block with SAV tap -con with I 1 15. 1 1/2" penetration at V o.c. max. Ln. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from each cppornd.Ia er and d 2 o.c. max I eteh red and tslllaperr product 16. Wall and ceiling finishes shall have a smoke -developed Index of not greater than 4 O per FBC R302.9.2 Exterior face approval 1�1. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall suck to be I" x 4• PT 3• Vari w.C. flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation a materials exposed on the underside of the roof deck or on the attic walls shall comply Bath #2 sue, with F.B.C. R316 - see permit info box of code edition s 18. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C13% be installedDetail I"sic P.T. Buck aided to lock with case hardened nails C.O. To Septic C960, C1002, C1041,C11II, CIli8, C1218, C1395, or and shall De t a l l a t windows prior to window attachment I" x 6" P T Buck nailed to according to the following: (FBC R-102.3.5) Masonry Beam NTSPLUMBINC. RISER Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing op bons for g mstallaUon of drywall into Spacing Maximum wood framing members 2" x min. thickness Nails Strews Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" Iong -ringed or 5d cooler nail �2annular 10 OR Walls Either 16" 8" I6° 0.080" dia. six 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" long With 19/L4" head OR 0.098" diameter x 1 3/8' long annular -ringed or Ld cooler nail �y Walls Either 16" e" 16"0.092g O9h adia. x 11/8" long with Direction OR Gypsum board nail 0.0915' dia. x I 1/8" with 19/64" head. block with case hardened nails prior to door attachmom NTS Install SGD thru buck Into block with 3/I4" tap -con with 1112" penetration at 6" o.c. max. `"+ `.'+ "9''-'•'' from each corner and 20." o.c. max _ thereafter at head per product approval p 0 O Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x G" P.T. Buck nailed to O block with case hardened nails Head prior to door attachment O r fixed door sliding door 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, I n Masonry Wall - ,: L_r A108.1, A118.1, A118.3, A136.1 and A131.1 :, 11/2" or lass mat sum backers in accordance with ASTM.. 1 = 20. Cement. fiber-cementg 9yP-�:;:j;, C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation includingfacings such as retarders or vapor permeable members Installed block with penetration tap -con with g p p I I/2" penetration at 6" o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics S l I d I n g D OOr D G t a i from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyin smoke thereafter at Jambs per product approvaiJamb developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451-12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ill 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 dpe s aced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach ck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24' o.c.) supporting Max 1810lbs. uplift 12 4I- PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) Aluminum Drip ��� \R-30 blown fiberglass Edge I: Fascia in bottom chord of trusses 7 I/2" drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cost, in each row. Substitute Kaycan Full o vent vingl soffit installed long precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings wuaiinngg 1/8' dia shank x IS" gsly. dia. head r2ing nails with 3/8" per product approval -see chart sheet s1 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 fi-foil insulation on typical 8" Block walls is 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. stucco typical concrete Mortar to be Type M onTg proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc__.) #5 bar vert, w/ 30" overlap FIII cell with concrete and at each filled cell Max.bar (typical). Mspacingg shall not exceed Wood 48' unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR vxv #10/10 WWM on 6 mil Visqueen over clean compacted termite treated Fill Grade ICI-IIII-_ '' _III IIII=�II�- I I'' _� I I1IIII=III=III=III _ 14" x 14" Concrete footing 14" with (2) #5 bars coot. and #5 transverse bars at 48" o.c. TYPICAL SECTION Scale : 1/2" = 1'-0" Window Schedule Marki Size Rou h O en. Window Descrl tion PRESSURE ZONE I. 4'-Sis"x 5'-3%e" S4%a"x L3%;' single Hung ZONE 4 2. V-2%s"x 5'-3'/a' 15" x L3%;' Single Hung ZONE 4 2'-2" x V-2%2" 21,12"x 38%' Single Hung ZONE 4 4. 3'-I" x S'-3'/8' 38" x 63'/4" Single Hung ZONE 4 S. 4'-Sks"x 4'-2%' 54%"x 541s" 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 bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X T-O" 108' x 84" Overhead Garage Door ZONE 4 B 3'-0' X V-8" 41"%4" x 83V Fiberglass Panel - Inswing ZONE 4 C L'-O" X V-8" 14' x 81 V ol r� Sliding Glass Door ZONE 4 D T-O" X V-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E T-0 X V-8" Solid Core - Wood - 6-Panel F 5'-0" X 14'-8" Solid Core - Wood - &-Panel - Br -Fold G 2'-8" x W-8" x 1 Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - L-Panel J 2'-4" X V-8" Solid Core - Wood - L-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 manufacturers specs prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34994 #AACOO0032 21'-0" 14'-O" Opt. PATiO/SLAB 3,-loy,,, 3'-10y2" lee EGRESS 12" x 12" Concrete column block filled with concrete and 0 O (2) #1 bars vert. tied Into I° o- lintels above PORCH M //�� A S T E R WIRE LATH t STUCCO I I CEILING ° BEDROOM iv O 8'-0" A.F.F,OL ro Flat Ceiling - "O O O O OD ° T I eIo ® I I 8'-0" to T 8" A.F.F.OL Vaulted Ceding Vanitg to be 34 /,"high I I o 20! 8" ° Rod t Shelf - I r GREAT I C n ROOM I N 1 l i O o 2" x below V knee -wall counter top Q1c N I L O Cj E irr, 1 �I I 6 Q, 8" OL L - - - oil t Shelf O LINE FINE © DINING ROOM o -O" to T-8" A.F.F. t4l" HiGH WALL Vaulted CLIhng 1 ' I I 8'-O" A.F.F. ° 1-1/2" OVE HANG I Flat Ceiling ------- Q7"CHEN ° 0 - 0 Up er cabinets to iv extend over Ref. I m 10'-5" '� i � THIRD NON -VENT ° BEDROOM ° JZF N O _ _ _ oP NHG W 8'-O" A.F.F. OL Plat Ceiling = ° N J b W.H 22" x 54 1 1� J l41 O„ 4„ 3O„ - W �y a � 11 Attic Accew R_® Eissu m uon with light I J p / I I Provide Steelcloser auto 1 See detail on sgsheet J i- I J lorry „ I 14'-6„ uble Linen Double ® 150 Amp Ha in Hanging P Inel 'Ff722" B H -2 II GARAGP o H.13. p V4 yi`Pub h 8'-4" A.F.F. Ulf Flat Ceiling N iging �u vuu G�raCK 12'-6" SECOND BEDROOM 8'-0" A.F.F. Flat Ceding EGRESS UN f-----------------� jBlock wall in I garage to be I i struck block I I I I I I I I I I I I I ( 1 C.C.U. NLNJ 12-a-09 2'-2" 9'-6" 2'-2" 2'-8" 2'-e" 3`-6" 9'-0. 13'-101, 5'-4" 15'-10" W(Lnne Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida O A/C Ic MODEL: Date Drawn Revisions : GARAGE 3-28-I8 5-23-18 Smoke detector revision RIGHT Drawn by: C.C.U. Checked by: D.R.B. O �r Sheet 2. OF 5 Comm # 12-B101 L 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 2,500 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 I0/10 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. 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 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 FOUNDATION 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 #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, d 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 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification Of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verlfy all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 #5 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from to 9`11" 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 LO, meeting ASTM A—I6 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. SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark Size Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS © 3o" x 30" x 16"D COLUMN FOOTING WiTH (4) #5 BARS EACH WAY 8"111 x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB a O'-O" #5 bar vert- w/ Soverlap SEE TYPICAL Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR each at each Pilled cell ECTIONS one #S bar continuous L"xb" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE L"xb" #IO/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade -11II= III ,..,,: 7777 —III ccI Ili all II PORCH SLAB EDGE DETAIL 14"w x 14"d concrete monolithic footing with (2) 45 bars cont. SCALE 1/2" = 1'-O" 14" #5 bar vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. L"xv #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. #5 bar in curb O' O" e Step per _ foundation plan Grade — —Jill== 10" (2) #5 bars cont. bottom steel 14"w x 14"d concrete monolithic - footing with (2) 95 bars Cont. 14" F 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" fr= GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) 87 bars vert. tied into lintels above Verify house slab `: •'; .' ' : -::: 'J " ::: ';, ` height in field Top of Tooter 14" below finished floor p'.! •';; ;'; I >'''., IL" ' ; I.'; :' : ;::. I Idi l l-1 I I I= =I I II III I ;::` 30"x30"xl6" concrete 2" x 6" P T wood secured with —II column footing with (4) 3/e"ilia. x 6" anchor bolt at I@" o.c. #5 bars each way overhead door track secured to wood jamb per manufacturer's product approval 30" Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTcJ. COLUMN FOOTING DETAIL IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT SCALE 1/2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. if soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 34994 #AAC000032 05 -v — — — 21'-0" I � I i•4'-O" 10'-0" 12" x 12" concrete column O t. PATIO / S L A block filled with concrete and p IX (2) #1 bars Vert. tied into I I lintels above FI --- T Q I Filled cell under I FI I girder above Rear Porch Slab to - a- I ul ul be poured separately from House Slab. L J i� O r I N \a � Thicken footing to I I ° r 24% x 14"d x 24"L I r —------ Rear Patio/Slab \ FI - I be Flush with bottom of sliding door recess. Slope I" I I I I FI I I E under filled cell ma I under girder bearing. J I FI I I I I I I I I 4" concrete slab with fibermesh OR / 6"xL" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I FI I I I °I I° - -� rd I 01 I o I IO o o I FI FI I 0 I I °I o o I C ❑ I 4,_0„ a I Oo n -- A/C o r I I #I >/ 1 GI I I �\_4"0 Steel Ballard if I A I I I See detail on this sheet I I I I I I I ° 4" concrete slab with Fibermesh OR I VxV #10/10 WWM on 4 mil Visquean 4 ver H.B. clean compacted termite treated Fill I I I I I o FI — I I iY I o u I O70-1 gnLO O� rL s �- O ° co U U' N I ix 'D I I o I Recess for I Q to ° I— — — — Garage Door— VV MI O " r-.I " Im0 I FI I I I I I o I I Nr— ° — -- FI----- T rs nne Building Corp.ODEL: Date Drawn Revisions Sheet 111gg p 3-28-18 5-23-18 Smoke detector revision THEROYALE R GHTE Drawn bg: C.C.u. 3. Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 Comm # i2�ol ROOF SHEETING ATTACHMENT 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 Plywood 4. Use nails or screws based on pressure for roof stated in permit Info box on these pans for zone 3 Ke Area Ede Field Fastener Max. Zone 1 61, 61, 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf 3 4" 4" 8d ring shank 84 psf ��Zone /** Zone 3a 6" 6" 48 wood screw 112.5 psf, ** Use nails or screws based on pressure for roof stated in permit Info box on these plans for zone 3 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crate SUB-OB/OT precast lintel set in mortar Min. 8" Bearing OO Strap truss to wall using Simpson MGT with Provide #5 bar set in pre -cast Scale : 1/2" = l'-O" 5/8" dia. threaded rod with min 12" embedment lintel into boom where length of the opening calls for it. — Overhangs at 1'-0" unless otherwise noted On this sheet into beam either wet set or in (22) IOd nails into truss. Add epoxy with blocking to — Roof pitch at -4:12 unless otherwise noted on this sheet truss leg per detail on this sheet Provide PT Buck t.4..,.J attached per jamb details into filled cal 4" Pre -cast F+ i 5111 e=. r: rl — 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 to construction for layout and Uplift verification Poured Filled Call — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construcX, Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie �: filled cell steel into continuous / footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blocking to vert. leg of truss with 10d x 1.5 nails at 4' o.c. Verify with Plan v Install Simpson MGT into mall using r + �- 5/8" dia. threaded rod set min. 12' Concrete 12"x 12" \ into met beam and (22) 10d Walla into truss �� / Lintel Column Block Reber 48 Bar Dia. Reber TRUSS BLOCKING DETAIL Min. Overlap ' AT GIRDER STRAPPING AT CENTER BEARING POINT Column to Lintel Attachment NTS 1/8' thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using ed nails. Substrate to be 19/32" CDX Plywood nailed at 6" o-c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 21 go. 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars Lintel Bar Clear "A" "B" Wr,�,'S� -+�`�' CLEAR Length Length Span Bars Bars 2'-10" 2'-8-61,2,#3none `- --' `----� IL----'' 3'-4" 2'-2" 2,43 none SFe-OBAT eFe-ISAT eFe-I15/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none ,. <;�•:�• CLEAN-!,,::,i #5 bars �:' 4'-6" 4'-4" 3'-2" 2,#3 none •')no Row of 'H' Block Above !:.+1:<r';. ;: + •> :;;:: 5'-4" 5'-2" 4'-0" 2,43 none Precast Lmtal ^'``' y 5'-10" 5'-81, 4'-6" 2A4 none 2,#4 none Additional "r: i #6 berg y 1'-6" 6'-2" 2,#5 none 8FI6-IS/IT BPIL-I13/2T 8'-4" 1 1'-10" 7'-0" 2 #5 none NOTES: I. min. coverage or steel=i.5" 2. min. bearing required a ea. end=e" ALL reinforcing steel is grade 40. 3. standard For reinf. ateel=ASTM A413 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crate S aclfication Rows of "H" Block Above " Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" T-L' 8F8-OBAT 1 95 30L9 1569 1024 L31 1 8" 3'-1. 4'-O' 8F8-OB/IT 1 #5 2541 13L3 'IL3 L45 4'-Su 5'-10' BF8-OBAT I #5 1105 904 339 L50 5'-o" v-L' BF8-OB/IT 1 #5 1238 ass 121 LLO L'-8' T-L" BF8-OB/IT 1 #5 1011 121 634 L80 8'-O' 9'-4" BF8-I13/2T I #5 2 #5 152 591 512 L90 9'-O' 10'-L" BF8-8/2T 1 #5 2 #5 1.43 590 401 L905 T-O' 10'-P 61=I4-I15/2T ONE 1 #5 2 #5 1633 1183 401 WOO 10'-0' II'-4" 8F8-115/2T 1 #5 2 #5 562 494 452 LIOOB 10'-0' II'-4' BFIL-IS/21f ONE 1 #5 2 85 131.6 1028 452 1.120 12'-O" 13'-4' BF8-I15/2T 1 #5 2 85 411 428 1 324 L120B 12'-O" 13'-4' 811I6-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0" IS'-4" 8111I4-8/2T ONE I #5 2 #5 1250 1.09 254 L160 IL'-0' 11'-4" 1 BF8-I13/2T I #5 2 #5 Soo 192 194 LILOB IL'-O" 11'-4' 1 BFI4-I13/2'r I ONE 1 #5 2 1 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal with(0) IOd ox at/2a nailsss ( 24' o.c.) supporting Max. 18101ba. uplift Aluminum Drip ------ Edge t Fascia 12" 2" x 6' Sub -Faso Kagcan full o vent vmgl soffit installed uang 1/8' die shank x 1.5" long gaiv, roofing nails with 3/8' dia. head per product approval — see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars wart, tied into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer 14' below finished floor 12 4 v into Q H IO Q 2 L90B L45 L90B AULTED fIKtA/ li­_ PI Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) stportin Max. TA 20 1810 lbs. uplift FET L45 BI 13 14 0711 I I WAS FAA W�WAAr N LLI BI L3171 Qy r; L45 B1 ;: Gulf Coast Supply and MFG 5v Crimp Metal roofin FL #11451.12 12 24 ga. 5v crimp metal roofing attached to plywood eck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max a acing over A5TM D SLOPE 4 laps fastened with corrosion resistant tin caps and th 1.25" ring shank Walla spaced L" o.c. at all laps and two staggered rows I o.c. in field. Attach BI deck to trusses using attachment detail on this she Aluminum Drip Edge t Fascia Flash Counter r _ IT I 22" x 54" flash Brace Gable and W �� Attic Access I mith 1-14 with 2" x 4' SYP #2 I O�/ Nail ledger to 8ft back nailed to bottom L31 BI ( Q I \ gable end to of top chords using (2) IOd TQ with (2) IOd ils nails at each a _ at each web / PRE-ENGINEERED WOOD TRUSSE e 24"o.c. TYPICAL O ( shop drawings by manufacturer) N \R-30 blown fiberglass hi -rib lath in bottom chord of trusses vertical wood s to provide V1/2" drywall with smooth finish :ration into 3/4' penetration Two rows of beam block filled with concrete mswbers and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or Cont. for bottom row over openings I/2' drilwall over I" x furrin 5/8" thick light textured strips at IL" o.c. with R4.1 F-foil stucco on typical concrete insulation on typical 8" Block walls block construction All drywall to be installed per FBC R102.3.1 Varies -see plan i 00 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlppgg proportioned der FBC R601.1 #5 bar vert. w/ SO" overlap etar Provdand Our-OtRoeklat alllywettareBCeRx.Lhowers, tubs etc...) at each filled cell Fill cell with concrete and Rear Patio/Slab to (I) #5 bar wart. (typical). be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings Step per foundation plan 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over a Slope per foundation plan w clean compacted termite treated fill m Q 41SLOPE Z I Oe W /fRjnA 48" 8' MAX O i BI L31 I BI L45 M ETA 20 BI Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) suppporting Max. 1810 Ibs, Uplift L31 l-1 6 PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load BR Poles 2 40 1.0 kw #e A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 � 8 1 20 1.8 kw #12 Pump 9 I to Dryer #10 5.0 kw 30 2 II 12 1 20 1.5 kw $12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw $12 Microwave IS 16 Refrigerator 812 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. rl is Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. I9 20 Recepts #12 20 1 I 20 1.2 ku $12 Clothes Washer 21 22 Recepts all 20 1 1 20 0.81 kw $12 Garage Doar Opener 23 24 Recepts $12 20 1 1 20 1.4 ku *12 25 26 1 Recepts $12 20 1 1 20 1.92 ku #12 21 28 Recepts $12 20 I I 15 914 General Lighting 29 30 Recepts $12 20 1 - I IS #14 General Lighting 31 32 Recepts #12 20 1 - 1 IS 414 General Lighting 33 34 Exterior GFCI 912 20 1 - 1 15 #14 General Lighting 35 36 Bathroom GFI #12 20 1 - 1 20 #12 Smoke Detectors 31 3a General Lighting 314 15 1 - 1 20 #12 Bathroom GPI 39 40 1 eneral Lighting 314 IS I - spare 41 1 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting .(3. watts sq. ft:> Smaii, Appliance, Circuits) . . . . . . . . . . ......... . .... . . . .... ........................... ................... Microwave Di.sh Washer ............ . ... -. ..................... 1. , , , ..... Clothes„Washer.............. .......................... I...... Clothes..Dryer................................................ Water Heater ................................................................. Water. Pump ................................................... ,Garage. Door, Opener .................... .................... 1135 3 5,205 2 1,500 3,000 1 12.000 12,000 1 11200 1,200 1 1,500 1,500 I 1,200 1,200 1 1,200 1.200 1 5,000 5,000 1 4,500 4.500 1 1.800 1,800 I 810 810 Total Watts 31415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 21,415 e40% 1 0 10,966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129: 3 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Cm Light Ss Double Pole Switch ® Eyeball Recessed PB Push Button Switch _0' Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light Waterproof, ground fault interrupterp Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack c-m-1 Carbon Monoxide Detector 4& Flood Light Q Thermostat m Electrical Panel 8 Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack p66p A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up ❑I Intercom = JUNCTION BOX TO SUPPORT A FAN = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: Vent Opt. PATIO/SLAB RORCH 139 CFM IOxioxl M STER B ROOM I 139 CFM IOxioxi 163 CFM I 163 CFM IOxlOx1 I loxiox7 Center) Registers on Itching Pan I I 12 B/A 17- I r+i ra I i - - - 2x13;A C.REAT O M ee CFM r� DINING ROOM THIRD BEDROOM 84 CFM IOXII 215 CFM 12x6x1 I. Use copper were onlgg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical TE SECOND service and provider. 4. ALL paddle fans shall be on a rheostat. AHu BEDROOM b AMP >R2/O Aluminum Peed 11/20 Conduit PANEL S. ALL ath and kitchen receptacles to be GFI protected. 2 PVC (FPL 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 2' rid service FPL Bare #6 cope ware to #5 cant. 4Ear in slab 9. A/C Return Air Balance Must comply w/ FBC RMI602 10. A/C Refri erant lines that are run thru slabs must be VC sleeved in f ELECTRICAL R1SEfi� 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical -Contractor shall use AL-CU Landing lugs. NT5 contractor, the completed system shall be fully operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, testing, and manufacturers recommendations which be verified to construction inspections including blower testing where required. p shall prior 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical system shall be Dom letel and effective) y p y y 15. All required insurance shall be provided for protection grounded as required by the latest edition of the N.E.C. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 16. Contractor shall gguarantee all materials and workmanship free of defects fora period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suet the fob conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-I" shall be Installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RMIS02 and teleehone comdanu. 12x12x8 B/A r / I I / 1 / I I II 2000 -, i I lqe4n T I I 1 i / 1J 12xl2x9 B/A r a o ITCHEN 12a I --- 144 CFM 12xbx1 22" x 54" 1 Attic Access I Nth light J \�4"s Steel Ballard See detail on this sheet 32 150 Amp Panel GARAGE I I I I I I I I I I I I I I I I I I I I I I I I MEC}- /4" 1IC/4L LAYOUT O=THERMOSTAT LOCATION SCALE: 1/4" = I' - O " Vent thru soffit Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel . (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia®comcast.net Stuart. FL 34994 #AAC000032 SEE MANUAL "J" and Energy Calculation for Unit info Exhaust Duct Thru Soffit N Wire For ' Front Post Light 0 c1 R Or 1w Center Post Light on This corner Opt. PATIO/SLAB ®\ WP GFCI EvYYYY \ TTT\I r., FORC� r � I GREAT ROOM i I Il II I DINING ROOM I I� � I MASTER BEDROOM / � - - --'----... Smoke / Cmbon �O I O Monomde Detector Combo THIRD BEDROOM W t V � \ i W W A , l \i 1 - . Smoke / Carbon Moromde Datector I I I wP �S�C�ND BEDROOM I Wynne Building Corp. THE ROYALE Spanish Lakes St. Lucie Countg Florida Ri „o �v wrn ? m Post Light with v e /Photo cell v o y'-^-tYf ass m LO;SET I GFCI 2^ tJ' Pd 2x 54' 2"h Attic Acceh fil Nth 11 i / - J \-4'e Steel Ballard I See detail on this sheet Pull chain / �igfit inattic OPTIONAL PANEL / / 150g Amp LOCATION PPanel 42"h GFCI =E) GARAGE// Garage Door Opener r----------------- i I I I I I I 1 I I I I I I I I I I I I I I I 1 I C4 N Exhaust Duct ,hra Soffit Exhaust Duct Thru Wall WP GFCI Install owlet N sunder disc. Q not shown for clarity U F.LECTRICAL PLAN SCALE: 1/4" = 1'-0" FBC 2309.1 Attic Ventincl Calculations Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = IL58 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions GARAGE 3-28-18 5-23-I8 Smoke detector revision RIGHT Drawn by: C.C.U. Checked by: D.R.B. Sheet Comm 4 F - I 12-1101 OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE, ODE SET AT 2'-O: ON ICFNTER EXCEPT AS NOTED DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. Cr1NRl II T RCRI MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. AJI 30' Span or less A 60 degrees or less 1 2 Tag Line span opP REFER TO BCSI Truss must be set this way if crane used. Truss Is an examGle, your buss moy not motto. Insist crane operator sets truss thus way. 30' to 60' Span Spreader Bar A] hag �_ Approx 2/3 to Line 1/2 of Span REFER TO BCSI uss must be set this way if crone used. This is an example, truss may not match. Insist crane operator sets truss this way. I All load bearing walls, headers, beams &i lintels must be in place at indicated height before trusses are installed. A A I FR H A" F=> L IF= III N O T E 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 Connectiolns see hanger/co;nnector schedule in engineering package. Carrying Girder W, INS t. Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR 12 4.00 IF — heel =315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-l" (TYPICAL END DETAIL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN L Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers -- P 9 UARAG E LEFT ENGTH FABRI TIAC ON AG mom. l a „87A1R®++++m taa Ao � T�IIENT Prof-t?rwM1a. m.inaae, W11 be b�aKal: &RETURNED be ITWIII no whfarbl,e.aaawto,p2. Ally{of tt twl, this wu U�rYeaa rKatar notloeham �bdby� Me ,®°pr°'° *fat$. tbarKxh"'lID"sPelr"� Am TM°'n,.,nD,,,aO°i w.D' TT �d'vkN" t o +m 4. Thei°Qrdrad. or to rote aaae bow dt th' +I d°N*rY 'Yt Is t s job in in Q1° D"ysr� Tcw 1.03� °urrrwY�°vtl4rat3nby TPt 3 4 wNdt �- aota awbnr er.. +O Mnaftlits °r Im .u. . Q I m$P narbis to Chn ilitminIj Tom °r buyer is na Ptepvad nY to i0id°Q .T:TNrk.F�baA°� �•E �+roftrw., tdt.+�Yke a $60 HASE ORDER to lelliver Utility' Im"01I III IN or if of ted+abd : Th't1°de° n .abdnba dab M d°6v j gW kW tmm of n tianiaya rae for oop°apty yt rient t Oaa° m Pay f�bys TProa �1°'a°01�n'�ab" or �V1�M�i ,np =;;;: WI �r made,+ -+a xparmonth.arylO &'°°nmtloIn 00n Cr w0finn°'caaa�'art,b°`a T"""ba^� tocliv"gre4 to ai maimm haeN. t °°'ftg acne � for the �,° a 10. In am .tent of"a�°gon �, tr detwtlt h P°ymeru Tor mttWW be made by aye cfi l 1Odto aatp,Dusign ,1 tba ft WUM SW" th tlto19 oft °0R10aple � � do iPonamiCtlea For ars°f O P0f d0nel StatMard And Rtll, MMIdedGuk >VIPUVV'dt;,g 4 _ yp pZ Ufi"O MMaI Plate ConnetW W� Tea erinea On l TD , __---.v"Ouper-ma1-wb mullople ply hope• moat be fastened together h�tay&darr� before they are set; failure to do so can Per enpineedng Temporary and Permanent b rel�ult-In roof collapse. and retina are r"Wrod and can am we properly and b the r"ponsibMW of the truss enactor. 'Study the contents of the Ion PIcket Included on delivery Tkresae muetbaaetand braced p� to �& �� Do notiet b rilis �a must be W. Plumb and squaro r►4atedo suck of plywood, ogmaf ca)iCe for on tr ua�_ #hi. --- material or any . DO NOT SET TRUSSES USING THIS LAYO( USE LAYOUT Dp ryt p WI71♦ TRUSSES TO 8—� SS CHAMBERS TRUSS INC .,. 3105 Oleander Avenue FortPlerce; FlOdde 30824423 800-551-5932 Fort Pierce n"85-=12 Vem Beach ' 7n'MS.2012 Fax n2.48b-8711 t¢S' p� . .�,"a ArAchitect,, . roe lontra�fo ckr Phe al s NET a t'tive.s Other PPrcy°nstry do den' as re°°esP nsib1.. ov streuctu of str 9enera,(oA rch t ,t s DPr tirelrm s• cta. an, UUI(ioaa�9 q ve tto date: ovetlg ca tin sang Braden,, 920/93.2 MITEK 4.2 $rad,, DESIGN CRITERIA "q PA. County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 zo mil Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 •-� Roofing Material Metal Roof o Loading in PSF Roof R.D.L. wTop Chord Live 20 Top Chord Dead 7 4,2 m Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 T TOTAL Load 37 7 2 ra Duration Factor 1.25 w+ Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'1 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 '��----i----- - - - - -- l I N y I i N W - " �" 15'-10' v / 35' �♦ UARAGE RIGHT 2 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with eth building department and your engineer. Design Criteria is the responsibility of the ,. _ . Chambers Truss Inc. Drawing Name: M11324 Scale: 1/4 = V 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:07/19/12 Revised:03/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11324 -7$-7a-0 13`?W 13rotd