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HomeMy WebLinkAboutBUILDING SITE PLANSRECEIVED NOV 3 0 2018 Permitting Department St, Lucie County Finish Columns with 5/8" thick cut coral Finished stucco bands 5/8" thick x 8"W cut coral finished. stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to, plywood deck using #9 x 1.5" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 wood screws with self sealing washer at 12"o.c. max spacing over ASTM D 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" (type 2) 30 lb felt underlayment installed with min. 4' side"laps and L" and wood screws with self sealingwasher at 12" o.c. max spacing over ASTM D laps fastened with corrosion resistant tin caps and with 1.25 ring shank nails (type 2) 30 lb felt underlament installed with min. 4p side laps and L" end spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails deck to trusses using attachment detail on this sheet spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deckto trusses using attachment detail on this sheet •��I� I✓C II II II I I I I I I III II II III �I� P. II��14 2 ).H. EGRES COVERED I: PORCH � thick light textured stucco on typical concrete Z - - - - - - - - - - - - - - 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 411651.12 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 ASTM D (tgpe 2) 30 Ib 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 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 u thick light textured stucco on typical concrete block construction SCALE: 1/4" = F-O" Product Approval Submittal Affidavit Opening Schedule Srdng Doors, Overhead Doors, Sliding Doors, pindove k Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method ��ggTT PSLation Da�tee Design Pressure of Approved Tests 1.2.3 t4 FLU 11499.2 Single Hung Series 185 MI Windows and doors L ia. x cons wW mtnn.. pppnVjPtg,n et mar ram each corner end sic. therearter thraigh PT Buck into seas filled ca' ' wall meirrtmmng rim 2.5' edge distance m strict adherents to the raduct approval. ± LO Per A I1-1108.30 Overhead Garage Door Model 824/811 9'-4" max width IL'-O" max height DAB R x to nncrats e a ae n ss 6.r v.rr:.a"a'a/r x c,Nia Wtc si.«.{.ImIhar. a. a o.c. h i'(41f a�l i, ","ifZ ea ♦d("(lr«aid.i °its m •a"rtfi"hr•"a tr•m°lackma ,sad .0 ail - GC e" adhere to product ==111 10-9-21 + 50.0/-60.0 psf B FLU 11414.1 Fiberglass Design Pro/ Smoth Pro Jeld-Wen Elco I/q' die. tapcon with min 1.25" embedment at 3" max Prom .corners end n.5' o.c. max thereafter in head and jambs. + 50.0 PSF C FLU 15532.2 Sliding Glass g Door Series 420 Mi Windows end doors , x d cons ens a ion at max. p�mBaxc� ilea`ne�imnfills�8MUaNell�o'mmaintaning�min 2.F edgee distance in strict ad�arence to t e product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method �fTirettilon Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4" tapcone with min 1 114" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU IIL51.12 5V Crimp Metal RooFin g Gulf Coast Supply and manufacturing(type 26 . 3v crimp metal roofing attached to plgwood deck using #9 x 1.5" screws with self mating washer et 12" o.c. max aan over ASTM D wood g ae g 2) 30 ib Pelt underlagment installed with min. 4 aide laps and L" and le ■ fastened with corrosion reactant tin caps end with L25 ring shank pads spaced L" o.c. at all laps and two 'staggored p rows 12" o.c. in field. Attach deck to trusses using attachment detml on roof plan _ 108.5 PSF Siding stucco on Block Soffit FLU 12198.3 Model T4 12" vented YIny1 Soffit Kaycan Install using 2' x 2" battens at V o.c. screwed to soffit framing using #8 1 3" wood screws at each trussnai. Install soffwith S/8" it to battens using dul +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2' din. solid set lead anchors with 1/4" dia.-20 x 1.5" Ion SS screw head combo. with Neoprene washer at 12 I/2" o.c. along the bottom and 13" o_c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 12 SLOPE '4 110101010101010101011 2" H. GRESS 2 iIELJLjLLJ 5/8" thick light textured 5/8" thick x 8% cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 5/8" thick x 8" coral finished stucco 2" x 4" top plate drgwall ceding on truss bottom cord 1/2" drgwall on 2" x 4" studs at 16" o.c. SCALE: 1/4" = F-O" �L ST. LUCIE COUNTY BUIL N S N REVIEWED FOR COMPLIA REVIEWED BY DAT PLANS AND PER B KEPT ON JOB SITE OR NO INSPECTION( WILL BE MADE S y e ; TTAGNMI ARE TViiE RESPOliOF THE C014TRAOTOR OF RECORD, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY SE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. Sv 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 (type 2) 30 lb felt undeerlagment installed with min. 4' side laps and L" end MJ.MANUpA0TUR80LA6LimSH INO laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 1L A NUFACRE NR SLAS COMPLIANCE spaced 4" o.c. at all laps and twe staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet WITH aBOSNEROYCODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED EGRESS was 1�11 OL'� 1 " rlq 12 W_ N4 �:Nbqb MIME =1=I=I=I 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 1,4 2" H. GRESS 2 iIELJLjLLJ 5/8" thick light textured 5/8" thick x 8% cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 5/8" thick x 8" coral finished stucco 2" x 4" top plate drgwall ceding on truss bottom cord 1/2" drgwall on 2" x 4" studs at 16" o.c. SCALE: 1/4" = F-O" �L ST. LUCIE COUNTY BUIL N S N REVIEWED FOR COMPLIA REVIEWED BY DAT PLANS AND PER B KEPT ON JOB SITE OR NO INSPECTION( WILL BE MADE S y e ; TTAGNMI ARE TViiE RESPOliOF THE C014TRAOTOR OF RECORD, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY SE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. Sv 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 (type 2) 30 lb felt undeerlagment installed with min. 4' side laps and L" end MJ.MANUpA0TUR80LA6LimSH INO laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 1L A NUFACRE NR SLAS COMPLIANCE spaced 4" o.c. at all laps and twe staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet WITH aBOSNEROYCODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED EGRESS was 1�11 OL'� 1 " rlq 12 W_ N4 �:Nbqb MIME =1=I=I=I 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 1,4 ■ I� I� I� ICI I� Ill IG17 I� W cut / 2'-2" bands 31, FRONT ELEVATION base -board 2" x 4" P.T.=bottom plate 4.lbo =7 •t.::,+:::'a::: '':A�,...,.;. 4" concrete slab with fibermesh OR Vx6" 910/10 WWM on 6 and Visqueen over clean compacted termite treated fill nterlor Non -Bearing Partition nts Braden It Braden AIA, FA Dunne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE ROYAL E Tel : (112) 287.-8258 B�.• Spanish Lakes Fax : (112) 281-8283 E-mail: bradenala®comcast.net St. Lucie Count Florida A fil7rt PL c549gL ZAAre)C nn'A2 SCALE: 1/4" = F-O" ro. '-n" = SCANNED BY &Lucie Cour 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) Flonda Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading 6u11dlrl Deelgn is: Enclosed Risk Category: II Wind Velocitg: 165 mph ultimate Mean Height: ll'-O" Roof Pitch: 4:12 Roof -crept: Internal Pressure C� if ±0"I8 TVs Subjdctability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O.L = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.4DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-321. pet Roof Zone: 2. +20,6/41.0 pat Roof Zone: 3. +20.4/-84.0 pat Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: 5. +35.8/-41.8 pet Walla. Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door; +32.0/-40.3Pat Shear Walls Considered for Structure? yes Continuous Load Path Provided? Roof Zone 2 es Walls Zone 5 Are Components an Cladding Details Provided? Yea END ZONE Minimum Soil BearingPressure: X 2 50 ail Preaum tive: B Test: ail O P P 9 P SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS Ell - Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pet FLOOR LIVE LOAD: --15- pat FLOOR DEAD LOAD: 1O et JOB ADDRESS: II LAGOS DEL NORTE MODEL: Date Drawn Revisions 18 GARAGE Draw RIGHT Drawn by: c.c.U. Checked by: 1D.R.S. Sheet I_ OF 5 Comm 4 18-2-13 Cal(-C�7) FLOOR FLAN AREA CALCULATIONS = NOTES: SCALE I/4" I'-O" CRASH POST DETAIL Living A/C 1120 s ft. 9 = sq. I. Contractor t0 verify ALL notes and dimensions prior" to = 34° high by 4" diameter N.T.S. Back Porch Total 210 sq. ft. proceeding with Work. steel crash post. Floor Flange Garage 328 2• Contractor to STRICTLY enforce ALL OSHA Requirements. q with 4 - 3/8° ex ansion bolts into q. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8°t 50 kai steel plate) Total Under Roof= 2215 ft. a minimum 1,400 P.S.I. fiber stress. L:, sq. Total Cubic Ft = 13,rt b0 4. No dissimilar metals to touch. 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coat, tie beams etc.. to ° shall be 3,000 P.SJ. concrete and/or 4,000 F.B.I. grout mix `� �3/8" O 2%2" 2" VTR JL 4,. Drywall at ceilings shall be leveled and attached to bottom chord ' v I Of trusses with screws per FBC R102.3.5. , 2� Attach buck to block wall with 1 1. ALL wood in contact with concrete shall be pressure treated. o ° 114' din. Elco cone screws with min. 1 1/4" penetration at 12" o:c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions.. and 4" max from each corner thru F VTR Exterior face 2" x V PT Buck 9. ALL plumbing fixtures to be low flow. or wan 10. Contractor to Provide Drain at water heater 'in accordance ( i I with the current edition of the Florida PlumbingCode. 1 ,. Is,#8 1 „ II. Contractor to Provide a 2'-8" wide door at one bathroom for Master I Lov. wood screw* thru jamb int$lsdk I I handicap accessibility requirements • 2h 2 at each hinge and IS" o.c. max nn 2. Detail at DOOr prior to door attachment Lav_ 12. Lowest finished floor to be set by Governing Building Department L" NTS '" W.C. i 2 VTR �I� surveyor to set in field. 13, Separation between residence and garage shall be per FSC R302.6 - INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND I I I , 1'4. Door between garage and residence shall be 1-3/•4"t 20 min. rated door NSTALLATIONRIOR TO BUCK 2"SILL , x,k sink w•H• _ !!later Heater . Install windows thru buck into 2' block with 3/10 tap -can with Kitchen 1 1/2" penetration at V o.c. max. 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 er FBC R302.9J from each corner and 20.' g•c• max I p pp 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 'f50 per at head ®end atiambsLev FBC R302.9.2 Exterior race per product approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I' x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Vanes 3' W.C. materials exposed on the underside of the roof deck or on the attic walls shall comply 7,= With F.B.C. R316 - see permit info box of code edition Bath #2 bhur. 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C51'4, C630, C931 I"x4" P.T. Buck nailed to s' C960, C1002, C1047,C111 1, C11-18, C1218, C1395, or C1396 and shall be installed lock with case hardened nails c.o. Detail t w d to Window attachment To septic according to the following: (FBC R102.3.5) a 1 n OW S prior Mabonry Beam Drywall Thickness Location Orientation Framing Memher Max. spacing fasteners Nail sizing options for Spacing of installation of drywall into Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64' head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/8" long with Walls Either 16" 8" IL" Direction 15/64" head OR Ggpsum board nail 0.084" dia. x 1 5/8' with 9/32" head. Ceiling 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 e Walls Esther 16" e" IL" 0.092" dia- I 1/so long with Direction 1/4" head OR Ggpsum board nail 0.0915" die. x I l/an with 19/64" head,. I x L P.T. Buck nailed to / NTSPLUMBING RISER block with case hardened nails prior to door attachment NITS install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. •%from each corner and 20." o.c. max thereafter at head per product approval 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 Head prior to door attachment fixed door sliding door , 19. ALL ceramic the surfaces Installed shall conform to ASTM A108.1 thru A108.6, Masonry wall ------ L-Y A108.1, A118.1, A118.3, A136.1 and A131.1 " .i` 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR CII-IS and installed I.A.W. 'manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas. Sill Install SGD thru buck Into 21. Insulation including facings such as retarders or vapor permeable members installed Sliding Door D d t l block with 3/14" to con with I v2" p penetration at L" o.c. max. wall, Crawl spaces and attics within f loor-ceiling assemblies, roof -ceiling assemblies, p l i n g e a i from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanying smoke thereafter at Jambs per product approval Jamb developed index not to exceed '150 when tested in accordance with ASTM E 84. At Masonry Wall NTS I I nsu anon 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 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 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 Simpson HETA 20 or equal hurricane c or at each truss 12 with (10) ra� x 11/2" nails 11016a. uplift PRE-ENGINEERED TRUSSES ( 24" o.c.) eupporting Max. 4 at 24"o.c. TYPICAL 8� Aluminum Drip _ 'J Edge itFascia 2" x L" Sub -Fascia Kagcan full o vent vingl sorlit I using 1/8' die shank x 15" long roofing nails with 3/8' dia. head product approval see chart 9 5/8" thick light textured stucco on typical concrete block construction US bar vert. w/ 30' overlap at each filled cell , Grade TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses --1/2' drgwall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute ad precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings ui 1/2" drywall over I x furring strips at 16" o.c. with R4.1 Fi-foil Insulation on tgpica7 8" Block walls All drywall to be installed per FBC R102.3.1 `T and shall meet all pertaining ASTM codes. W Mortar to be Type "M" only proportioned per FBC RLO1.1 and Mortar Joints shell comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and fll #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR OxV #10/10 WWM om. L and Visqueen over clean compacted termite treated fill SECTION LI1111111Jill 14" x 14" Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o:c. Scale 1/2" = 1'-0" Window Schedule Mark Size Rough Orien. Window Descrr tion PRESSURE ZONE I. 4'-5%a"x 5'-3/0" 54%a"x L3%!' Single Hung ZONE 4 2. V-2%"x V-3 %a" 16" x 63 %;' Single Hung ZONE 4 3. 2'-2" x V-2W 21'/2"x 38%" single Hung ZONE 4 4. 3'-I" x 5'-3%' 38" x L3'/4" Single Hung ZONE 4 S. 4'-5Y."x 4'-2%" 54Ye"x 54Y." 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 Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84"I Overhead Garage Door ZONE 4 B 3'-0" X V-8" 41" %" x 83314' Fiberglass Panel - Inswing ZONE 4 C L'-O" X 6'-8" 14' x 81 %2" dr =d Sliding Glass Door ZONE 4 D 2'-0" X L'-B' Solid Core - Wood - 6-Panel-Br-Fold Finished 24' x 81 %2" E 2'-L" X V-8" Solid Core - Wood - L-Panel F 5'-0" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x V-8" x 13, Solid Core Wood, steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - L-Panel J 2'-0 X V-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box On sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction O o OF ry T, N i N H.B. 21'-0" 10'-L" 10'-01, 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above PORCH WIRE LATH i STUCCO CEILING O 0 0 0 o a T l 8'-0" to T 18" A.F.F. Vault& Ceiling i 1'-0" 3'-IoY2" iellfAl�■ielfoll�� � EGRESS MASTER BEDROOM 8'-O" A.F.F. Flat Ceiling 4" 12'-8" Varl to be 34 k2"high Rod llShelf GREAT I ROOM N I r 1 � < 2" x Vknee-wall � I below counter top I LOSE Irr r B" Of L - - - LIN k O c oil t Shelffe in N D `d / DiNINC Lai , ROOM I ~��� L'-o„ -O" to 9'-8" A.F.F. 141" HIGH WALL Vaulted Ceding I I - 1 8'-0" A.F.F. M THIRD, BEDROOM U O 8'-0" A.F.F. OL tU Flat Ceding ❑ 0 ° ti QI U, IE J J� W ° IT SECOND BEDROOM 8'_ " A.F.F. AL Flat Ceiling EGRESS Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners I 417 S.E. Coconut Avenue T H E ROYAL E Tel : (112) 281-8258 1-1/2" OVE HANG I Flat Ceiling ItCHEN01 - � 0 Upper cabinets to �y extend over Ref cIRQWAVsIO'-5" NON -VENT •p er. ti J v W-H 2: x 54" 1 Ul ty 1 Attic Access with light I R-II Bill In orlon / I P ' _ J I 1 I I 4"e Steel Ballard Provide closer auto See detail on this sheet \�/ U/ CE a IL�.e I 14' 1 11 9 T r l71 / GARAGE o 8'-4" A.F.F. Flat Ceding f-----------------� jBlock wall in -------- garage to be I I struck block I I I 1 I 1 I I I I I I I I I C.C.U. 12-9-09 -2" T-8" 2'-8° 3'-4" 9'-0" 5'-4" MODEL: Date Drawn ROVisions GARAGE I1-15-I8 RIGHT Drawn by: - c•c•u- Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Spanish Lakes II LAGOS Checked by: AtiiArt FL '%4ggt- ItAAl0nnn%a St. Lucie County Florida DEL NORTE D•R.B- 9:_Le 1V-10" 3'-4" O A/C O a- O v O I n Sheet 2. OF 5 Comm 4 IS-2i3 %J I F�N1.1`,� I 1.1I\ttL IXc./ I E__.7 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (OL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE LO, MEETING ASTM A -IL, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30'1 STEEL. WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULA'R SAND CONTAINING LESS THAN 10% MATERIAL 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN'..THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS, L• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF ILOO PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 �• PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision -4. V erif g all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings uypiu.,, to 5'-11" wide. Provide (2) filled cells on each side of openings from pI—V" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6: Contractor to provide for Form Board Surveg - Form Board Surveg to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. `l. 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/ Thicken edge to 8"4" SCALE: 1/4" = I' —Of' FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 89D THICKEN SLAB EDGE WITH 1 95 BAR CONTINUOUS F5 14"W With x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each Filled cell ECTIONS one #5 bar continuous CxL" #10/10 WWM on 10 and Visqueen over clean compacted termite treated Fill 4" concrete slab with ribermesh OR GRADE L"xt" #10/10 WWM on 10 and Visqueen over e•:.: clean compacted termite treated fill Co Grade w Pali 111I I III_ 14"w x 14"d concrete monolithic Footing with (2) #5 bars cont. _ 14" T'YPiCAL FOOTING DETAIL SCALE 1/2" 4 concrete slab with fibermesh OR L"xL" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar coat_ Step per foundation plan .4. (V ^ r 10" (2) #5 bars Cont. bottom steel I2" DETAIL AT GARAGE STEPDOWN i SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vart. tied into lintel& above Top of footer IL" below finished floor Verify house slab height in field W ��H111I= I��30"x30"xIL" concrete column footing with (4) _1 1 #5 bars each wag COLUMN FOOTI G DETAIL SCALE 1/2" = I' -Of, D PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" US bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. VxL" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill \ N"N\2o,-o,, ® F.F. Grade Y 4 E 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" �j GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 0 PT wood secured with 3/8"dia. x L" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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 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 Masonrg Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location t Singe Filled Cell Column NTS Filled Cell Masonrg 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 III Braden ,AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : C1Z2) 28Z-8258 Fax : (112) 281-8283 JB E-mail: bradenaiascomcast.net Stuart. FL 34994 #AAC000032 --— --- 211_011 10'-0II 4 12" x 12" Concrete column Opt. PATIO/SLA block filled with concrete and W (2) #1 bars vert, tied Into I v lintels above N a e — 0 J p ° Owl I I J �_J ® o r---- FI --- T Filled cell under IQ girder above I FI o I OD I I � Rear Porch Slab to OF I be poured separately 0 from House Slab. p � I icken footingto I r n 24 Thw x 14"d x 24"L I 0 I 0 H.B. ° — d) F— -- — — FI Rear Patio/Slab to be flush with bottom of 0 I sliding door recess. Slope I" II _i II —i I I _i �I I °I I I under filled cell ° ° I under girder bearing. J PI 1 I I I I I I 4" concrete slab with fibermesh OR I L xb #10/10 WWM on L mil Visqueen over clean compacted termite treated fill I I FI I I I I I o I h— _1 o I �I I �I Io I FI I I FI I I I �I o ° a 3S" at I °o J� --- 5" Step I � A # C o I _a I i> Steel Ballard I - -i I I Q I See detail on this sheet °I o 14'-L" I I I I 4" concrete slab with fibermesh OR 1 1 L"xL" #10/10 WWM on L and Visqueen over l I 1 clean compacted termite treated fill O I ° I FI 1 1 o I �- I° FIul I I cv I 1— — I O O E) i 5 o ° \ o 0 1 Recess for I I I4 a ` — — — Garage Door— — — — J I FI I I �1 I, ° 2'-2" 9'-L" 2'-2" 2'-8" 2'-8" 3'-L" 9'-0 " 31-4" V-10" Wynne Building Corp. THE ROYALS Spanish Lakes 1 II LAGOS St. Lucie County Florida DEL NORTE MODEL: Date Drawn Revisions II-15-18 GARAGE Drawn bg: RIGHT c.c.u. Checked bg: D.R.B. I Sheet 3, OF 5 Comm # 18-213 ROOF: SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX f Iywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener ax. Frre Zone I L" 6" 8d ring shank 45 psf Zone 2 of 14 6" 8d ring shank 16 psf Zone 3 41, 8d ring shank 84 psf ** Zone 3a 6" 6" #8 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 `1 Rebar Verify with Plan Column to Lintel Provide 45 bars 48 bar ROOF h LA N with min. Provide #5 bar at in pre -cast diameters overlap into beam. Tie lintel into beam where length of Scale : 1/2" = 1'-0" filled cell steel into continuous the opening calla for it. beam block steel- Z — Overhangs — Roof pitch at at u 1 —O unless otherwise noted on this sheet 4:12 unless otherwise noted on this sheet Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar Min. e" Bearing 12"x 12" Column Block P• I'7: :-i v.. r V: •. Cif .:Lei-i�`�.;u.rw+,?:*�-:kF.`:�= :`i ly fi i :'I 14.1 1 'd Provide PT Buck attached per jamb y; i " 'atails into Pilled cal I,f •) 4" Pre -cast Sill (a r r,. 1 t I ,• 441 i k: a 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 construcoc UI.CN14Provide #5 bare with min. 48 bar dameters overlap in filled call. Tie 7TF,•�'filed cell steel into continuous Pooter steel. C crate Anchors Per - - ' Ma ufacturars Specs Poured Concrete or concrete, block mall —Zi / Concrete Footing 1 (see fcater schedule exact alas) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vart. leg of trues with IOd x 1.50 nails at 4` o.c. 'v- Install Simpson MGT into wall usingg ry 5/8" die. threaded rod set min. 12" \ into wet beam and (22) IOd role into truss Pour cant 48 Bar Dla. TRUSS BLOCKING DETAIL Min. overlap ''`:'' AT GIRDER STRAPPING AT CENTER BEARING POINT AttaCahmnt 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 8d nails. Substrate to be 19/32" CDX 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 #11651,12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6' end lapa fastened with corrosion resistant tin caps and with 1.25" ring shank nods a aced 6 oo .c. at all laps and two staggered rows 12" .c. in field. Attach dpeck to trusses using attachment detail on this sheet Additional Precast Lintel #s here e Lintel Bar Clear "A" "B" `•' Length Length Span Bars Bars 4: i ji T i •','w ` ?,4 %: CLEAR T-10" 2'-8" 1'-6" 2,43 none 3'-6" 3'-4" 2'-2" 2,3*3 none 8PS-OBAT BPS-IB/IT 81111 2T Additonal 3'-10" T-8" 2,43 none "'""'"#5 bars - CLEA •.'it(i,*."". 4'-6" 4'-4" 3'-2" 2,11:3 none no of :. .:f BlockRow AbovetlH' c;<•a:::... 51_4" 5'-2" 4'-0" 2,#3 none Lintel 'r;none i-` y i Additonal "• i 6'-b" 6'-4" 5'-4" 2,#4 none t_ - al #5 bars t,i 1'-O" 6'-2" 2,45 none 8FIL-IBAT 8FIL-IB/2T 8'-4" T-10" T-O" ZUG none NOTES: I. min. covarage or steel=l.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel Is grade 40. S. standard for reinf. steel-ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) a# 1 Rebar LINTEL SCHEDULE Mark Window or Door Unit WidthSlze Lintel Gast -Crate Specification Rows of H" Block Above • Bottom Steel S°e Tap Steel S12O Max Gravity Load (PLP) Max. Uplift Load (PLP) Max Lateral Load (PLF) L22 2'-2° V-0 8P8-OBAT 1 #5 3069 > 1569 1024 L31 X-V V-18'" 4'-O" 8F8-OB/IT I #5 2561 1363 163 L45 4'-5' 1 5'-10' ere-OB/IT 1 #5 1105 909 1 339 L50 W-ON, V-L" 8FS-OBAT 1 #5 1238 ass 121 LLO V-8' T-0 8F8-OB/IT 1 #5 1011 121 534 LBO V-O" 9'-4" 8r8-I5/2T 1 #5 2 #5 152 59l s12 L90 T-0" ID'-L" Br-S-I8/2T I #5 2 #5 L43 530 401 L90B 9'-0' 10'-0 SrI6-I13/2T ONE I #5 2 #S 1533 1183 401 LI00 10'-O" II'-4" 8F8-IB/2T 1 #5 2 #5 582 4414 452 LI00B I0'-Ow 1 II'-4" 81=I6-115/2T ONE 1 #5 2 #5 1366 1028 452 LI20 IT-O" 13'-4" SPS-I5/2T 1 #5 2 #5 411 428 324 L1205 12'-O" 13'-4" 8FIL-I15/2T ONE I #5 2 95 1015 110 324 L140 14'-0" IS'-4" SFIL-I15/2T ONE I #5 2 95 1250 609 259 LILO IL'-O" IT-4" 8F8-iB/2T I #5 2 #5 300 192 194 LILOB It'-O" ll'-4' SPIL-IB/2T" ONE I #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLINGINFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10> IOd x I I/2" nails - ( 24' o-c.) suppporting Max. 18101ba- upldt Aluminum D"p �� Edge t Fascia 12" 2" x L" Sub -Fesci Kagcan full o vent vingl soffit installed using 1/8' dia shank x 1.5' long gale, roofing nails with 3/8" die. head per product approval -see chart sheet #I 12" x IT concrete column block filled with concrete and (2) #1 bars vert. tied—� into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of rooter 14" below finished floor I� 4 Aluminum Drip - Edge t Fascia Aluminum Panel Sues per manufacturer — See Tuoical Stud Detail 1/e" x 3/32" wing Nut w/ per manur ctur r washer D ta 0 and spaang Oia' a p .091' a w I Stud Detail Stud w/ Die Cast Zinc NTS Nickel Plated Wing Nut 114• Flush Mounted Shutter Detail nts Flash and Counter ' f lash Nail ledger to gable end truss with (2) IOd I at each web 1/2' thick stucco on 3/e" hi -rib lath attached to horacntal and vertical wood framing with nails or staples to provide no low than 1-3/4' penetration into hormaital wood framing and 3/4' penetration into vertical wood framing members 5/a" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan — a Slope per foundation plan =11 III.�,il1�1111111 ll-II1111�I 141111 1 � e Tt4wcdI Section Brace Gable and with 2" x 4" SYP #2 aft back nailed to bottom Of top chords using (2) IOd nails at each ttroids PRE-ENGINEERED WOOD TRL 9 24"o.c. TYPICAL ( shop drawings bg manufacturer ) N 3 X OL u rn I� to rL ZL A _ � N U t] w to O� OD Ec - — m CTJLcV s \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 95 bar cont. for bottom row over openings 1/2" drggwall over I" x furring strips at IL" O.C. with R4,1 fall insulation on fgpical 8" Block walls Ali drywall to be installed per FBC R102.3.1 i and shall meet all .pertaining ASTM codes. D Mortar to be Type "Moo onlyy proportioned Der FBC R601.1 and Mortar joints shall comply with FBC R601-21 Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert- (typical) - Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 4"x6" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill �I i i l i " FI It Front Porch Scale : 1/2" = 1'-0" H Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" die. threaded rod with min 12' embedment into beam either wet act or in apoxy with to hurricane anchor et each truss (22) IOd nails into truss. Add blocking to ( 2.4 o.C.) supporting Max. truss leg per detail on this sheet ETA 20 1810 lbs. uplift Y �II I IIIIIIIII 117A r WA OA Ar - VAN' WA EA VA r WIA A 11 1 Avg ME I W-Ar FAMEA PAAr MR01 J;:eck using #9 x IS" i�`ps -f �-sien,;j- —with resistant tin caps and iL:th yaced 4" o.c. at all laps and two sta gered . rows 11" to trusses using attachment d I on this shisai !,25" ring shank nails co.c. in field. Attach 0 Attic Access a IN li a�. Simpson HETA 20 hurricane anchor at each truss 1 24" o.c.) supportingg Max. 1810 lbs. uplift PANEL "Ali Poles BR Load Wire Description arcs circa; Description Wire Load DR Poles 2 40 1.0 kw #6 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.6 kw #10 40 gal. water HTR 5 6 Range U. 12.0 kw 50 2 � 8 1 20 1 1.8 kw #12 Pump 9 IO Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw 212 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.6 kw 212 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. m 18 Racepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 ' - 20 1 1 20 1.4 kw #12 25 26 Recepts #12 - 20 1 1 20 1.92 kw #12 2'1 28 Recepts #12 - 20 1 I 15 #14 "General Lighting Z9 30 Recepts #12 - 20 1 - 1 I5 '' - #14 General Lighting 31 32 Recepts #12 - 20 1 1 15 - #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 15 #14 General Lighting 35 36 Bathroom GFI #12 - 20 1 - 1 20 #12 smoke Detectors 31 38 General Lighting #14 - 15 I - 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I - - S are 41 42 1 8 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts sq_ ft.> Small, .Appliance. Circuit(s)... _ .... . . . . . .. .... . ......... . . .Range ...... ......... ......... ........................... Refrigerator.................................................. .Microwave ............ ... .......... Dish ,Washer ................................................... Clothes.,Washer.................. ................. „ ......... Clothes, .Dryer. , .... _ .. Water. Heater .................. .................... Water.Pump.............................. ..... .Garage. Poor. Opener ... ...... ... .................. 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1200. 1200 I 1500 1500 1 1,20 1200 1 1200 1200 1 5,000 5,000 1 4,500 4,500 1 1.800 1,800 1 810 810 Total Watts 3'1,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 2-1,415 e40% 1 O 10,966 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150. Amps Electrical Sgmbol Legend $ Single Pole Switch ® Recessed Can Light % Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -J:r Exhaust Fan Duplex Outlet ¢ Ceding Mounted Light _ 0 Special Receptacle O- Wall Mounted Light w Fi Waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack rc-ml Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceding Pen ® Television Jack ❑E Telephone Jack A DISC I A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® f Speaker Hook -Up Intercom Opt. PATIO/SLAB PORCH 163 CFM loxiox7 Center Registers on iceihng fan i BEAT OM DINING ROOM THIRD BEDROOM 8 4 CFM IOx6x6 Vent thruI� ®= JUNCTION BOX TO SUPPORT A FAN A/C dism. O = THERMOSTAT LOCATION =k B/A = Balanced Air ISO Electric Notes: u2/O Aluminum lead nca 215 CFM IA*'• Conduit PANEL 12XLXl I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical TE SECOND service and provider. 4AHU BEDROOM . ALL paddle fans shall be on a rheostat. S. ALL ath and kitchen receptacles to be GFI rotected. 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 9. Kitchen, Bathrooms, and Garage. A/C Return Air Balance Must comply w/ FBC RM1402 Bar #6 eopps wire rigid service FPL to 15 cant. rear in slab 10. A/C Refri Brant lines that are run thru slabs must be sleeved in eve ELECTRICAL RISER ELECTRICAL II. ALL A/C Equipment shall comply with energy calculation All work shall be' performed bg a licensed electrical contractor, the completed system shall be fully operative. - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, testin and manufacturers recommendations which inspections including blower testing where require. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. iq The electrical s stem shall be coin letel and effeetivel y P 9 g 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 2Q. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before;' the date or acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the job 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 bg 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 irk 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 RM1502 and telephone companu. 163 CFM IOxIOx1 _I01 139 CFM IOXIOx1 139 CFM loxlox-I. M 12 B%A 1 r s r 7 12x1B/A i I i 41 I 1� ' II 200 ��A i 71npJ i �A J I , rL 1 / / LJ 12x12x9 B/A 32 150 Amp Panel g 4 GARAGE 41 x�FM -----------------, I I I I I I I I I I I I I I I I A#C SEE MANUAL "J" and Energy Calculation for Unit info Exhaust Duct Thru Soffit Wire For r Front Post Light Opt. PATIO/SLAB ' i Vl/ MASTER ®\ WP GFCI BEDROOM M W PORC� I. ® C V/ V / r' CAR AT -------- ROOM Smoke / Carhw I O Monde Detector Cmbo 1 Q FCI \ 1 4- -A LO11SET 1 1 I I 1 Fcl I I L m---- DINING 1 I GFC1r--- R O O M G Clfie- I % / �CaFFCI .� GFcl 5o C1=M FAN E \ ------ ''-12 3'-2" 24- 1 � /]T?4- 40 THIRD c BEDROOM 1 r - \ y--- 2°h GF I Pd 2r x s4I I \ _ I Attic Acce• ul ;y 1 sith light ` \ \ ` I Sae detail 4"O St el Ballard I sheet Pull chain / I po fight in attic 1 1 OPTIONAL PANEL / / 11 Amp LOCATIONi anal Seeks I 1 42"h GFCI / MdDlt a• I I 1 I / Combo ardor AHU G A R A G E 11 M QD 11 I / / I DoGaraor Opener N �S�CC�ND BEDRIOOM l 0 WP 4ci rw 1`m lIEC�ANICAL LAYOUT Center Post Light on 1U i This corner O a`o -v = THERMOSTAT LOCATION Tn SCALE: I/4" = I'-O" "?� Pa - U_ wo iL.� )( Braden I Braden AIA, .PA Wgnne Building Corp. Architects Planners 411 S.E. Coconut Avenue THE ROYAL E Tel : (112) 281-8258 Spanish Lakes II LAGOS Fax : (112) 281-8283 E-mail: bradenala'scomcast.net Stuart. FL 34994 #AAC000032 St. Lucie County Florida DELNORTE I Light with loto cell 11 i-----------------� I I I I I I I I I I I I I I I I I I I I it CV Exhaust Duct ,T-hra Soffit Ili' Exhaust Duct Thru Wall JP GFCI -� , Install owlet N �,,, under disc. not shown for clarity U A#C ELECTRIC/4L PL,4N SCALE: I/4" = I'-O" Total Attic Sppace = 2-481 sq. ft. Venting Ratio 1/150 = Y58 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Reivisions Is GARAGE RIGHT rawn Dby: Drawn C.C.U. Checked by: D.R.B. Sheet Comm # E - I 18-2i3 OF 5 ®=LIFE SAFETY WARNING This symbol identifies life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TC BE SET AT 2'-0: ON GENTER EXGEPT AS NOTED DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. 30' Span or les � 60 degrees or IIss f-- 1 /2 r Tag Line span opprox. REFER TO BCSI Truss must be set this way if crone used. Truss is an e.ample, your truss may not match. Insist crone operator sets truss this i oy. 30' to CO' Span Spreader Bar keg �_Approx 2/3 to Line 1/2 of Spain REFER TO BCSI Ass must be set this way if crane used. This is on example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed_ AI III" HAIV JI III— EIII- IVOTIF== 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, I Carrying Girder For Truss toI TrussAir Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS I INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR i I r i I I I 1 1 I 12 4.00 f 4 heel=315/16" 1 PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" PICAL END DETAIL _1" K • 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 14' 21' 2'-111 , > > > > > > > > > > > > (V J2 N J2 FN J4 60 _ J4 J6 \t6 '� J6 GRC AB t " A4 1 A3 I I A2 I I I Al I Al I All I N Al 13'-72, 121 IN . Al 77 I I I Al I 1 N Al I eo I Al I Al A A :7 X A In O FW A p C Q a - A mYLU W CL 3 w (.) A F U n Wm<L w_ A F- O A ro <V C7 A 7' SETBACK BOSTON HIP TRUSS BH7 GR8 r` > > J3 4P iD B rn Jt B B GRA to 0 JC PD JC iv s ' (V I '0 �� ------ - - - - -- ------4-------- IQs > -ao 15'-10" 5'-4" 12--2- 9' 6" 2'-2" 35' GARAGE LEFT p ENGTH 21' 14' 2'-116 �I � I iv J2 (V J4 J6 GRC — A6 I _ I A4 I I A3 1 I 1 A2 I I Al 1 I A7 qq CIA Al IN 13•_72 Al 121 1 i I I I Al I I Al Al I N I I At Al A A D S dr Of A to to 0 ♦- N LL U3j A QQ� A W a 3 w U Al Qz H V Q A �ma w- Z 3 F Z A 0 A A 7' SETBACK BOSTON HIP TRUSS BM v _ GRB B J3 s B J1 B I I GRA I I I JC JC I r I I , ' i 1 } - - - - - - - - - - - - - - - - - - - - - - - - - - V-84' 1' 84' ' - -4" 15'-10- 35' FABRICATION AGREEMENT T WOM CANNOT BE 8TARTEp UNTIL TNti AORE�enWT n ell ma 7tis Wal description of na propan"ar what. ttw as btwwa bo biW m i. RETl1RNED T.•.- . wa be made „ aldct a 11=111, titer lhnb buss pbceanatt dbpem whfdtbenesobauepleyf :,I!lNWlp.sumushiifabrlwporcofeabussia layout' . 2 AI raneneloru to tNa layout tw. been vanpbd by th, urderalpned, .9. Udsia wdpann nWe y prwded by oerpn,J mat b ralarall;irisdChartcban Tans wPourl tan '1 jt=Dbi wdiien rwpCa o* if dahwy b' °°°" Ifat rIo 0ad0clUi will be agowed..in ft swan repairs rWdiad, a to Ctarrtcers 7ngs slue Iteia peso (= buatrmaa days it tMkh . ..._.r.�,__ ._�_..°pwbtussa. al [Vuilnbara ml�, a IUNvany p 0 Job Trusea e b the buy"-IanPort:bOny m;; the lob :roe a�R F for ctO�fmcch SMfor tw d,e "Iba fodty' daternrba tfa wbabWq, of pa Job aea or s ' Tfa buyer b rsepoiplblede yTNa wa tx rsspouPola for ehargt dapvery only. . becanw job efts " dot a'or addi for went or l b nlVai o Chambers Tnse tw b radeBver a tk6. Py rs,patamb m IJiarlben Taw for Wails due to alee'doo �dbor,a of tresses. tke u atnown k1 parapsph 7 below b subled to Wares 9 Will, thanes, am al • Ws.leyaA. A 560 per hour fee feu rsvybns mey the r,tanged by Chembors Trtaa „ . Ag7: Tfdr6 a PURC}iASE 0 i' 't, m Cfnmben,Tnus of to ours praad III or y . reement a r.asoriade prke.142co wen be mode m dethary and pall wltldn terms of 6n Mill Irwdcs may. bs miAdt at ,chedldeIf rIW"bt delivery p Daryer wvat d0voij of febileted trlases. TM tadanslpned apses m psy Gtanbary.Tfuu reasonable thennei char" WXbe aaddded eioru not p.IdNACdrI permaI evard Of nottl" mods. 1.12 % per month sefvJoe • aSmrlehnsorInreey.aya,ars ontti sheetaxapbdw:2noment at tame harsh 8. N Con,derstlorn of Channbers Tnss extend q aad4 for ply maladd the udaratpa i Chambers Tnw,Tn= M any'. ar,,ly P nkdWrY metaW and dum W and all IndebDedrou owed m _ IndeDhdrim laduding agonaya tea, 8 data* In u nod apses m pry such , payrnernt fur rttayrbl ben made by tlne 10. In pa evem of arty ah7etfoe Concerning V* spsernent, pa cam, Arnhhed havurodar be 8t33bfols FlhaanWdan' the p°�°t s0rse ttul tla epee vsn» M enY such action will ,,. Dalpn isaporomtabs ors per-Naponal standard And Rstlo amended Guldekae On Rsipoa0dgpes Far CnrbUlialorn U,tre Metal Pl,b Connected Wood Taiwan, ANSVTPUWTCA 4 -20D2" .. DATED raaRerowoarmmos 111174wPer"BCSI I-Wfo preventt juryadsuaga . Multiple ply muses must be fastened together per engineering before they are set; failure to do so can reauttln roof collapse. Temporary and Permanent bracing are required and can am life and property and Is the responsibri ty of the kilns erector. Study the contents of the lnfbm; Uon packet Included on delivery before settlng trwnes. " Thuese s must be ant and braced per deslgry yD ptevett i jtay g daytape Trusses must be ant plumb and square Do not set bunks or stack of plywood, roofing material or any 4ythei colyCerttrated loads on trusses, this can came collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DEIJyM0 WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerde; Fltirlda 349324423 800-551-5932 Fort Pierce 772^48t1-2012 Fax 771-46& 5711 Vero Beach 772-U8-2012 Stunt '772-2gg3g02 Air .. ur_L cw. ruaufaepaTy11fZ4'r`,reY L' The Arch.:. or Architect's representative's "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gr ty and upflft loads and thin l their re a"tocati ns., Approved I/� z7 __ Braden 8 Braden A.I.A. P.A. 92.0/93.2 MITEIC 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 c d�ol Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 ,, — =--z Roofing Material Metal Roof ' Loading in PSF Roof R.D.L. Io Top Chord Live 20 E w Top Chord Dead 7 4.2 SI �, _ m ttm Chord Live Bottom 10 Non -Concurrent Chord Dead 10 3 cc TOTAL Load 37 7.2 m c Duration Factor 1.25 m Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W v GARAGE RUGHT 27 TRUSS DRAWINGS ARE ATTACFIED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility taf the Chambers Truss Inc. Drawing Name: M11324 Scale: 1 /4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:07119/12 Revised:03/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11324 �5 �3