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HomeMy WebLinkAboutBUILDING SITE PLANNOV 2 7 2018 sT. LuCle Countv. Parry Finish Columns with /8" thick cut coral nished stucco bands 5/8" thick x 8"w cut coral finished stucco bands 12 �{ SLOPE COVERED PORCH Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 11 lall.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x I.E. wood screws with self seating washer at 12" o.c. max skating over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" 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 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" - 1'-0" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 4 IILEI-12 '6 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with aelF sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed witfi min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all lope and two ataggered rows 12" o.c. in field. Attach deck to truss a using attachment detal on this sheet _� R.IG��T ELEVATION 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" - 1'-0" Product Approval Submittal Affidavit ` Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Type NAB NUERDate Product Model # Manufacturer Glass Attachment method TT zspiration Design Pressure of Approved Tests t 4 FLU 239.3 Single Hung SH-100 Impact PGT 5/IL" 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval ± 80.0 PSF A I4-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width IL'-O" max height DAB o s "vort. awq sir : ct`H t, L wv..rchx. a"6 e' ao h 1 a 4 a estwft. i i v ale to buck U.691 g i "slsp" " d cleat ssmersae iaa. d6 i.as.` u.��t�rc'� to am mdn.n ear" rill" pradust approve 10-9-21 + 50.0/-60.0 par B FLU 16614.1 Fiberglass g Dee n Pro/ g Smooth Pro Jeld-Wen Elco 1/4" din. tapcon with min 1.25" embedment at 3" max from corners and 11.5• o.c. max thereafter in head and jambs. + _ 50.0 PSF C FLU 251.5 Sliding Glass Door Series 110 SGD PGT 1" nom Type "GSA" 1/4" dia. tapcons w/ min. 1 3/4" penetration to be apaced per product approval. Contractor shall adhere to min. 2 I/2" edge distances specified in Product approval ± 60.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method T� T PST tion Da Design Pressure of Approved Teats Mullions FLU 291.1 1" x 2 3/4" x .315" PGT Install per fastener type end spacings shown in Table IA and 113 in product approval on sheet 5por 22. + 58.0 PSF Roof FLU 11651.12 Ave Cnmp tal RooPin g Gulf Coast Su I PP y and manufacturing 2L qo. By 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 a lips 2> ne Iwi felt underlayment installed with min. it sidee,. laps and L" and laps fastened arth corrosion resistant tin caps and with 1. 5" ring Rhank nails raced 6" o.c. at all laps an.. two staggerect rows 12 o.c. in Pia10. Attach ph lack to trusses using attachment detaon root I gPan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using Q.12dia. x 1.5" Iona ring shank nails with 3/8' dia, head. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it 1 by my seal below. ( Architect or Engineer of Record ) 11PGRESI: FILE Ply Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. by camp metal roofing attached to plywood deck using #9 x 1.5"AIX � o 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" and ST."LUCK COUNTY iVI ON laps fastened with corrosion resistant tin caps and with 1.25" ring spaced L o.c. at all laps and two staggered rows 12" o.c. in field. shank nails Attach . REVIEWED FOR CQ•MPLIAN E deck to trusses using attachment detail on this sheet REVIEWED 8Y DATE' " PLANS AND PERNrTM jr- WtPT ON 308, SITE OR NOANSPECTIO ) WILL BE MADE THESE PLANS AND ALI, PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRED BY FIELD INSPECTORS THAT I2 MAY BE NECESSARY IN ORDER TO SLOPE COMPLY WITH ALL APPLICABLE CODES• tucc thick light textured stucco on typical concrete block construction .H. GRESS F 5/8" think light textured 5/8" thick x 811w cut stucco on typical concrete coral finished stucco bands block construction -'EAR ELEVATION SCALE: 1/4" = 1'-0" 4klL MANUF4 8 S 8H©WIN0 rBr& 8'UFAMPLIANCe WITH F8C 5NERCIv OE MUST 2 REMAIN ON ALL DOORS AND WINDOWS .1„l. UN71L INSPE"ONS ARE APPROVED o-o° = Fin, �AIIFA GRS4RATfACHMENTS ARETF,[AW ,111R11.17GETHE 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 underiayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c, in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in and edges with IOd ring shank galvanized 12 nails into truss webbing. SLOPE 1412 • : :... •' ... . , . . ...... SLOPE 4 B' I" BE I G 8'-1" BEARING 2„ 2„44 Finished Floor - - - - - - _ ®®®® •` O -O" Finished Floor 6/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION SCALE: 1/4" = 1'-0" 2" x 4" top plate 1 I ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board 2" x 4" P.T. bottom plate r` 4" concrete slab with fibermesh OR VXV #10/10 WWM on L all Via queen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden t Braden AIA, PA Wes( nne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE R O Y A L Tel : (112) 281-8258 Spanish Lakes gp• Fax : (112) 281-8283 E-mail: bradenaia comcast.net Lucie County Florida Stuart, FL 3,4994 #AACOO0032 SCANNED BY 5t Lucie County ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: '- " Roof Pitch:412 009 Internal Pressure Coefficient: ±0.I8 SubJectabilitg to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: IQ mph ultimate Wi,id Exposure Classification: C 1.21 x O.L = O.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 pet Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall one: 4.+35.8/-38.1 pat 7-1= Roof Zone I Wall Zone: 5. +35.8/-41.8 pat Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ® Roof Zone 2 s Walls Zone 5 Are Components an Cladding Detai s Provided? Yea END ZONE Minimum Soil Bearing Pressure: 2.500 psi. Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS = Corner Zones 1111111 Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _±_5_ pat FLOOR DEAD LOAD: 10 oaf J 0 5 ,ADDRESS: G� MODEL: Date Drawn Revisions Sheet Comm # GARAGE 3-28-18 5-23-I8 Smoke detector revision RIGHT Drawn by: 1 I 12_101 Checked by: D.R.B. OF 5 l=LooR �I AN, I AREA CALCULATIONS ar-o TYPICAL NOTES: CRASH POST DETAIL 14'-0" SCALE 1/mil" = I'-O" Living A/C = I�I20 sq. ft. 10'-01, r-o° 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter Back Porch Total = 210 sq. ft. proceeding with work. steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" Garage = 31-7 -sq. ft. Opt. PATIO/SLAB expansion bolts Into Entry = 28 sq. ft, �3'-IOis" -- 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 5o ksl steel plate) a minimum 1,400 P.S.I. fiber stress. `" Total Under Roof= 22-15 sq. ft. � ° ° E 4. No dissimilar metals to touch. Total Cubic Ft = 13,%011 5 ALL 2%" 2%" EGREss Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cunt, tie beams etc.. to Q shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix T0 "3/8. 2%". L. Drywall at ceilings shall be leveled and attached to bottom chord 4,. of trusses with screws per FBC R*102.3.5. � 2%," v 1. ALL wood in contact with concrete shall be pressure treated. 0' 0 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. . 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 2'16" 2%,l „ 12.' Lowest finished floor to be set by Governing Building Department '' L" surveyor to set in field. Separation between residence and garage shall be per "FBC R302.4" g g p 1-4. Door between garage and residence shall be 1-3/�4"t 20 min. rated door w.H. = Water Heater E� 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit Info box of code edition 18. G�ypsum board material shall conform to ASTM C36 C19 C41G C514C430 C931 C960, C1002, C10�7,CII1i, Cll�f$, C1278, C1395, or C1396 and shall be installed according to the following: (FBC R-102.3.5) 2" VTR J1L I Attach buck to block wall with I I/4" dia. Elco cone screws with min. I 1 114" penetration at 12' o.c. max and 4" max from each corner thru I Exterior face 2" x 6° PT Buck Za VTR ar wan ,J,L •ilea (' i ` I Master I Law. I #8 wood screws thru Jamb IntiSb�y�k I at each hinge and 15" o.c. max and 2. Detail a t Door prior to door attachment Lay. I NTs 4" I 2" YTR W.C.13. INSTALL VULKEM BLOCK SEALANT s° I J1 ON ALL JAMB, HEADER, AND I I s1LL BLOCK PRIOR To BUCK aw'. INSTALLATION Kit. sink Install widows " t buck into Kitchen I block with 3/IL" tap -con with I 1 oeach cch canrner at L" o.c. max. Prom er and 20.' o.c. max thereafter at (leper and 20° o.c. al Lev. Exterior face at head and at product approval of wall Buck to be I" x 4" PT ri a 3' w.c. Bath #2 slier. rx4" P.T. Buck Waded to lock with case hardened nails s Detall at 'Windows prior to window attachment CO To septic o Cr n 12' x 12" Concrete column block filled with concrete and (2) #1 bare vert. tied Into lintels above P O R C H WIRE LATH t STUCCO CEILING 0 ° T I ° I I a -O" to 9' e" A.F.F. OIL Vaulted CeilingVanity I 20'I 8" ° �sRE,atT R®OM N I E ° ° 00 4° I r I I MASTER BEDROOM Flat Ceding la'-8" to be 34 Yz' high Rod t Shelf - - - 6'-O" m O HB ° ° a Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for Spacing installation of drywall into Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 121, 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" Iong annular -ringed or 5d cooler nail Walls Either 16" yg" 16" 0.080" diaOR 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.084" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 11, 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long arinular-ringedr cooler O Wells Either 16"141. all O 092"d a. xR I-1/8'longw /8ng with Direction 1/4" head OR board nail 0.0915" dia. npaum 1/8" with I9/64" head. Beam O � I" x L" P.T. Buck WadMasonry Bm LA nailed to *I block with case hardened Wads N T S P L U M B I I �l G RISER l 2" x 6" knee -wall I yr prior to door attachmen in NTS I below counter topI O S Install SGD thru buck into block with 3/14" tap -con with I I/2" penetration at L" o.c. max. I e" I- LINEN from each corner and 20." o.c. max ° A O`er od II SheIP O ®(NET ra thereafter at head per product approval I p' H W ,;.::.. © DINING I / .---, W Pj ow 11 O 0 Use 3/I4" tap -con with ROOM I / - i/ 1 1/2" penetration at L" o.c. max. '-0" to 9'-8" A F.F t41" HIGH WALL ° ° F- from each corner and 20" o.c, max Vaulted Ceiling thereafter at sill per product approval I I O 8'-O" A.F.F. I" x L" P.T. Buck nailed to Flat Ceiling block with case hardened nails O ° ;r I-I/2" OVE HANG I Head prior to door attachment O _ _ _ _ _ _ _�I �C H E N O r O• r H 0 ��'''' Upper cabinets to fixed door ;cci 12'-6" ex end over Ref. :r sliding door , r,icp�•� THIRD N"`'A-VENT . N 19. ALL ceramic the surfaces installed shall conform to ASTM AIk'".1 thru A108.6, ;::v;:{::`: A108.1, A118.1, A118.3, A136.1 and A131.1 n Masonry Wall �;.".:. o BEDROOM Er. 20. Cement, fiber -cement or lass mat sum backers in accordance with ASTM i'/2 - - ,� ® 4'-0° o aitta yy n i N O 8'-O" A.F.F. C1288, C1325, OR CII-18 and installedpl.A.W, manufacturer ::"'" `'''""`'`;'=`':`' `-`)' Flat Ceilin ° s recommendations shall Bottom ~Trick Typical Flooring ;:ri':::;: g be used as backer for the wall the in tub areas and wall panels in shower areas. Sill Install SGD thru buck into LU v W.H " 22" x 64 21. Insulation including facings such as retarders or vapor permeable members installed block with 3/I6" tap -con with ® W - J 'j b I I Attic Aeeim R-II Beiia la ben '� /y i I I/2" enetration at 6" o.c. max. -O" 4" 30" 4" 3'-4" W 3y eith light I #1 within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics I d I n g D OOf D e t a l i p „ I W fin _ from each corner and 20, do.c. max Jamb ° I O I 4"4 Steel Ballard Provide auto shall have a flame spread index not to exceed 25 with an accompanying smoke thereafter at Jambs per product approval See detail on this sheet closer developed index not to exceed 450 when tested in accordance with ,4STM E 8.4. At Masonry Wall NT5 J J � ���; 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 #q 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 stagggered rows 12" o.c. in fiald. Attach deck to trusses using attachment detai on this sheet Simpson HETA 20 a equal hurricane anchor at each truss 12 with 110> IOd x I I/2" Walls PRE-ENGINEERED TRUSSES ( 24l o.lb sUPrift g Max 4 1810I6s. uplift at 24"o.c. TYPICAL (shop drawings by manufacturer) xxxyty 11 01 Window Schedule -7 Mark Size Rough O en. window Descritition PRESSURE ZONE I. 4'-Sko"x 5'-3%' 54ka'x 43%;' Single Hung ZONE 4 2. C-2%"x 5'-3 %d' 16' x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2%2" 21%2"x 38%" Single Hung ZONE 4 4. 3'-I" x S'-3%" 38" x 63'/," Single Hung ZONE 4 S4ke"x 54ya" 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction on sheet I ir Linen uble Double ISO Amp Ha In Hanging P Inall B H 22" H.$. -a II GARAGE ° � Vanity to 11 a O 4 y2' h h m 8,_ A.F.F. I I I ae Flat Ceding O o o° T_ V ° c�v He gang �Double� ® ® r-----------------� a j Block wall in I I garage to be I ° MT [.] ° J O I struck block ° M R ElICY 4. q U c ao I I it a.-u m 1 I `r awn Door Schedule ~ u Aluminum Drip R-30 blown fiberglass _" Edge t Fascia in bottom chord of trusses ROU h O enin Door Description PRESSURE ZONE *� " ° E " drywall with smooth finish Mark Size S E C O I �l D 2" x L" Sub -Fascia Two rows of beam block filled with concrete` A q'-O" X 1'-O" 108" x 84" Overhead Garage Door m and (s #5 bar cant. In each row. Substitute g ZONE 4 B E D R O O M using 1 Pull i vent vagI soffit metalled recast lintel filled with concrete and (U #6 B 3'-O" X L'-8" 41"%," x 83�," ry C.C.U. p Fiberglass Panel -Inswing ZONE 4 12-a-o"i uem I/e° dia shank x 15" Ian sly bar eont for b tt r 0 �r W g g o 0 om ow over openings C L'-O" X V-8" TV x ei %;' d0°a Sliding Glass Door ZONE 4 8'-O" ° O roo mg nails with 3/9" die. head per " T product approval -see chart sheet ul I/2" drywall over I" x furringg D X-O° X C-8" Solid Core - hA.F. " Flat Ceiling 17 strips at IL" o.c. with R4.1 PI -foil Wood - 6-Panel -Br-Fold Finished 24" x 81 insulation on typical 8" Block walls E 2'-6" X V-8" Solid Core -wood - L-Pl 5/8" thick light textured = All drywall toBe installed per FBC R102.3.1 ane" stucco on typical concrete and shall meet all pertaining ASTM codes. F 5'-0" X 4'-8" Solid Core - Wood - L-Panel - BrFdd O block construction co Mortar to be Type "M" onli proportioned per FBC RLOI.I G 2'-8" x L'-8" x I �," Solid Core Wood, Steal, or Masonite Door and Mortar Jonts shall comply with FBC RL01.2.1• EGRESS Provide Our-O-Rock at all wet areas (ex. showers, tubs etc--.) H 2'-8" X 4'-8" Solid Core -Wood - L-Penal iv �y #5 bar Vert. w/ 30" overlap Fill cell with concrete and J X-V X ii Solid Core - Wood - L-Panel - Bi-Fold O at each filled cell (U #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for ALL Exterior doors to withstand pressures stated in permit info Base spacing at openings box on sheet 41 2'-2" 9'-6" 2'-2" 2'-8" 2' 4" concrete slab with ribermesh OR GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 13'-10" 5'-4" 6"xL" an coin WWM to L and treated F over WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I JL clean compacted termite treated Fill Grade All rough opening dimensions to be verified by contractor - with manufacturers specs prior to construction I -I I 104I- 11I�-I II _ _ ICI IIII-IIII=Ills Braden rt Braden AIA, P�4 Wynne BUIIdIt'1g COf p. MODEL: Date Drawn : Revisions : Sheet Comm # I=IIII=IIIIII=III. 1 �' Architects - Planners 3-28-18 5-23-I8 Smoke detector revision "-ill lI 14" with x 14" Concrete footing G A R A G E with (2) #5 bars cant. and #5 41l S.E. Coconut Avenue T H � � O Y � �- � Drawn by: p transverse bars at 48" o.c. Tel (�1�12) 281-8258 RIGHT C.C.U. 2 TYPICAL SCT10N Fax : (112) 281-8283 Scale : 1/2" = 1'-0" E-mail: bradenalaecomcast.net Spanish Lakes Checked by: B Stuart, FL 34994 #AAC000032 St. Lucie County Florida D.R.B. OF' 5 0 �r W g g o 0 om ow over openings C L'-O" X V-8" TV x ei %;' d0°a Sliding Glass Door ZONE 4 8'-O" ° O roo mg nails with 3/9" die. head per " T product approval -see chart sheet ul I/2" drywall over I" x furringg D X-O° X C-8" Solid Core - hA.F. " Flat Ceiling 17 strips at IL" o.c. with R4.1 PI -foil Wood - 6-Panel -Br-Fold Finished 24" x 81 insulation on typical 8" Block walls E 2'-6" X V-8" Solid Core -wood - L-Pl 5/8" thick light textured = All drywall toBe installed per FBC R102.3.1 ane" stucco on typical concrete and shall meet all pertaining ASTM codes. F 5'-0" X 4'-8" Solid Core - Wood - L-Panel - BrFdd O block construction co Mortar to be Type "M" onli proportioned per FBC RLOI.I G 2'-8" x L'-8" x I �," Solid Core Wood, Steal, or Masonite Door and Mortar Jonts shall comply with FBC RL01.2.1• EGRESS Provide Our-O-Rock at all wet areas (ex. showers, tubs etc--.) H 2'-8" X 4'-8" Solid Core -Wood - L-Penal iv �y #5 bar Vert. w/ 30" overlap Fill cell with concrete and J X-V X ii Solid Core - Wood - L-Panel - Bi-Fold O at each filled cell (U #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for ALL Exterior doors to withstand pressures stated in permit info Base spacing at openings box on sheet 41 2'-2" 9'-6" 2'-2" 2'-8" 2' 4" concrete slab with ribermesh OR GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL 13'-10" 5'-4" 6"xL" an coin WWM to L and treated F over WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I JL clean compacted termite treated Fill Grade All rough opening dimensions to be verified by contractor - with manufacturers specs prior to construction I -I I 104I- 11I�-I II _ _ ICI IIII-IIII=Ills Braden rt Braden AIA, P�4 Wynne BUIIdIt'1g COf p. MODEL: Date Drawn : Revisions : Sheet Comm # I=IIII=IIIIII=III. 1 �' Architects - Planners 3-28-18 5-23-I8 Smoke detector revision "-ill lI 14" with x 14" Concrete footing G A R A G E with (2) #5 bars cant. and #5 41l S.E. Coconut Avenue T H � � O Y � �- � Drawn by: p transverse bars at 48" o.c. Tel (�1�12) 281-8258 RIGHT C.C.U. 2 TYPICAL SCT10N Fax : (112) 281-8283 Scale : 1/2" = 1'-0" E-mail: bradenalaecomcast.net Spanish Lakes Checked by: B Stuart, FL 34994 #AAC000032 St. Lucie County Florida D.R.B. OF' 5 ZD 1 111UL I UM/ -\I- INN I =5: 1. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2.500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 8. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL II• ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE 1N 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 GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12 MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSINGTHE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95%• OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 1.4. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSi DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 7 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 14. 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. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each Side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 24" o.c. unless otherwise noted (see section) �. Contractor to provide for Farm Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1• Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-l6 and A-35 speclflcations. ALL Anchors to be A-301 steel. d. 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"x8" SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Deser tion I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 120D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 11"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 95 BAR CONTINUOUS ©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 Al" concrete slab with fibermesh OR at each filled cell", -SECTIONS one #5 bar continuous b"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE VxL" #10/10 WWM on 10 and Visqueen over ;';::! .:s;,c•.;::;: clean compacted termite treated fill °° Grade — 1111 111— 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" N I / TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cunt. Step per foundation plan iv 10" (2) #5 bars cont, bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x IT concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 14" below finished floor Verifg house slab height in field 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" PORCH SLAB EDGE DETAIL L� SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL SECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. 6"xV #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted/termite treated fill N.n'-n" 9 F r At\ 4.1 ZOE, - - 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" GARAGE CURB DETAIL 2" x V PT wood secured with \ 3/8"dia. x V 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 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 r, 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 t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue JfB Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiasicomcast.net Stuart. FL 34996 #AAC000032 0 I 0 N H.B. 351-01) zr-o° I — — — 4 — — — 10'-6" 4 10'-0" 41 i 12" x 12" Concrete column Opt. PATIO/SLA block filled with concrete and p (2) #1 bars vert. tied Into I m lintels above _j ° °° 1 I IL°11UI Il_ r----=FI - — — —- Ta � 0 J I I Filled cell under Q girder above I FI Rear Porch Slab to I� be poured separately .• from House Slab. L ' � E � I I N I ° n I r 24"wlcxel4"doxingg to 2+1 I o O° Oo 0 o Oo ,y ] N r FI Roar Patio/Slab to I be flush with bottom of sliding door recess. -a Slope I" -i II -i it I I _i �I �I under filled cell FET EE I under girder bearing. J I I I I I I I I 'V concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill till 1 °I IE I F_ i I I I °I I I I ° I FI I I FI I I �I p FO 70 — -- °, I I�H• '' � ° A#C o \-4"4, Steel Ballard See detail on this sheet Z. I I I 14'-e„ I E I I I 4" concrete slab with fibermesh OR I6"xV #10/10 WWM on L and Visqueen over I clean compacted termite treated fill I ° IFI I I o 1�- N I I_ 721 _J I° I I Lu IS N I o I Recess for C'J I I L' N Garage Door— — — 0 12'-6" o 0 E° E" ° I FI I I I I I �I IE -2" UJynne Building Corp. THE ROYALS Spanish Lakes St, Lucie County Florida T-8" 3'-G" 9'-0. ;N log MODEL: Date Drawn : Revisions : GARAGE 3-28-18 5-23-18 Smoke detector revision RIGHT Drawn by: G.C.U. Checked by: D.R.B. Sheet 2). OF 5 Comm # 12-101 B 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 ban d on pressure for roof stated in permit info box on ban ese plans for zone 3 Ke4 Area Ede Field Fastener Max. Pressure Zone 1 b" 6" 8d ring shank 45 psf Zone 2 4" 4" 8d ring shank l6 psf Zone 3 41$ 8d ring shank 84 psf ** Zone 3a 6" 1 4" #8 wood screw 112.5 psf. ** Use nails or screws based on pres§ure for roof stated in permit Info box on these plans For zone 3 Verify with Plan Concrete / Lintel Provide #5 errs with inn. er R o O l- FLAN diameters overlap into beam.. Tie P Provide #5 bar set in re -cast lintel into beam where length of Scale • 1/2" = I'-C' filled cell steel into beam block steel. continuous the opening calls for it. — Overhangs at 1'-0" unless otherwise noted on this sheet — Roof pitch at -4:12 unless otherwise noted on this sheet Provide Cast -Crete.:..;.:'.. BUS-OB/OT precast '.:T.-°`; ;,' ;_ — Truss shop drawings to be provided by manufacturer lintel set in mortar -:- — Any changes to this plan shall be submitted to the Min. e' Bearing - ir;. • architect for approval in writing prior t0 starting construction. ty-,;, 12"x 12" Column Block ;., — ALL TRUSS TO TRUSS CONNECTIONS BY 1:a TRUSS MANUFACTURER I , Architect to review Truss Shop Drawings Prior Provide P7 Buck to construction for layout and uplift verification attached per iamb Ietails into filled Gel w poured Filled Call — Contractor to provide for Farm Board Survey and to, provide 4 Pre cast I' Form Board Survey to Truss Company prior to truss construe Sill I �,i CY Provide #5 bars with min. 48 bar } i' i A- feasters overlap in filled call. Tie tiled cell steel into continuous I'- IJj , footer steel ..r r {e Concrete Footing (see footer schedule exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'—o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blockipg to vart. lag of truss with IOd x 1.5 nails at 4' o.c. `v Install Simpson MGT into wall using \ rr 5/8" din. threaded rod set min. 12' into wet beam and (22) IOd nails into truss y#1 Reber 48 Bar DI®. Reber TRUSS BLOCKING DETAIL Mln. overlap AT GiRDER STRAPPING AT CENTER BEARING POINT COlUMn tO Lintel ttachm&nt 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 In of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" a-c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end Daps 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 Additional Precast Lintel #5 bars Lintel Bar Clear "A" "B" •'��'^`% ':.'S°'��''"�•• CLEAR Length Length Span Bars Bars 2'-101, 2'-81, 1'-61, 2,43 none 3'-6" 3'-4" 2'-2" 2,#3 none eIPe-OB/IT eFe-ISAT 8IP8-IB/2T _;1! Addtional 4'-O" 3'-10" 2'-8" 2,#3 none #S bars A.'i 4'-6" 4'-4" 3'-2" 2 u3 none . ILEA ;^''. di; 7 me Row of 'H' S'-4" 5'-2"2,43 4'-O' none Block Above ;'`': ' :_;':?:•. :';> Precast Lintel IF r',;;;-; 2,#4 none t Additional 6'-6" 6'-4" 5'-4" 2,44 none T-611 T-O" 6'-2" 2,#5 none SPIL-115AT BFIL-I15/2T NOTES: T-10" T-O" 2 #5 none I. min. coverage or steel=l.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade LO. 3, standard for reinf. atael=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark WmD Un,t Width Lintal Size Cast -Crate Specification "H"oBlock AbOVe " Bottom Steel Size Top Steal Size G� vitg Load (PLF) Uplift Load (PLF) Lateral Load (FLIP) L22 2'-2' 3'-L" 8IP8-OSAT I #5 300 15L9 1024 L31 Z;_g. T-I' 4'-0' 8P8-OB/IT I #5 2561 1343 143 L45 4'-5" 5'-10" BIPB-OBAT I 35 1105 904 334 L50 5'-0' L'-6' BF8-OBAT 1 #5 1238 835 121 LAO L'-8' T-L' 81118-OBAT I #5 loll 121 534 L80 8'-0" T-4" SP8-I13/2T I #5 2 1 #5 152 541 1 512 L90 T-On 10'-V BF8-IB/2T 1 #5 2 1 #5 . L43 530 401 L90B T-O" 10'-(' eFIL-I15/2T ONE 1 #5 2 1 #5 1633 1183 401 LI00 10'-O' ll'-4" 8F8-I15/2T 1 #5 2 1 #5 582 444 452 LIOOB 10'-0" 1 ll'-4" BFIL-IB/2T ONE 1 #5 2 #5 1366 1028 ' 452 L120 12'-0" IT-4' 6F8-IB/2T I #5 2 #5 41I 428 324 L1205 12'-O' IV-4' BFI4-8/2T ONE I #5 2 #5 10'15 110 324 L140 14'-O' IS'-4' 819I4-I8/2T ONE I 115 2 #5 1250 409 259 LILO IV-O" IT-4" 8P8-I8/2T I #5 2 #5 300 192 194 WOO IL'-O" IT-4' BFI4-I13/2T ONE 1 #5 2 1 #5 41po 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 math ll0) IOd ox I C/2'cnada l 24' o.c.) supporting Max.—� 1810lbs. uplift Aluminum Drip 12 4 F Aluminum Drip Edge t Fascia Flash a�eer f Flash Nail ledger to gable send truss with (2) IOd ils at each web n Brace Gable and with 2" x 4" SYP #2 8ft back nailed to bottom a top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRL y ®24"o.c. TYPICAL ( shop drawings by manufacturer ) J' ' \R-30 blown fiberglass Strap truss to wall using Simpson MGT with 5/8" die, threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd made into truss. Add blockingg to truss leg per detail on this sheet �I�I�I�I�I�C9�11 L9OB WE Edge (: Fascia 1/2' thick stucco on 3/8' hi —rib lath in bottom chord of trusses 2„ attached to horizontal and vertical wood 2" x 6" $Ub—FCSGI naming with nails or staples to provide na lass than 1-3/4" penetration into I/2" drywall with smooth finish horizontal wood framing and 3/4' penetration into vertical wood framing members Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kagcan full a vent vin I Writ installed " precast lintel filled with concrete and (U 45 using I/8" diq shank x long gale. bar eont, for bottom row over openings roormg nails with 3/8' dia. head per - product approval -sea chart sheet #I 5/81, thick light textured - 1/2" drgwa(I over I" x furringg strips at IL" o.c. with R4.1 fi-fod 12" x 12' concrete column stucco on typical concrete block construction —insulation on typical 8 Block walls block filled with concrete (2) #1 Varies -see Ian All drywall to be installed per FBC R102.3.1 and bars vert. tied into lintels above.nn P T and shall meet all pertaining ASTM codes. on no #5 bar vert. w/ Mortar to be Type "M" onTy proportioned er FBC R601.1 Mortar thicken edge to a"x8" 30" overlap and joints shall comply with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and .. at each filled cell one #5 bar continuous BEYOND F I 11t concrete a Rear Patio/Slab to (I) #5 bar vert. (typicaD be flush with bottom of Max. spacing shell not exceed sliding door recess. Wood 48" unless otherwise noted To of footer Base see foundation plan notes for 16"pbelow finished floor spacing at openings Step per foundation plan 4" concrete slab with fibermesh OR 6"xL" •)r10/10 WWM on 6 mil Visqueen over =' a Slope per foundation plan 'r clean compacted termite treated fill III-III=1 I I I I=1I I I -I I I I=1I I I1 I I I _= I" 1I- 111 II�1=1�I11�I=1II1-1II1=1III II11 1111=1111 ;,-1111,IIIII, : IIII�i�l-��i��11 �l�lii FI ,IIII , ,II ,�ii-lilt-1i11 � TLnical Section at Frnnt_ Pnrrh Scale : 1/2" = 1'-0" n t Braden , Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) stportin Max. ETA 20 1810 lbs. uplift L45 BI 91 n WAF YA I WA JA W, of WAAWAA fif Ir"A A WAMAJIF MAN PAAr sE x ant W211�'I Attic Access _H L31 BI q6 OBI Moe /IRTA i 48:: e, MAX 1 H W BI \ W (L BI 12 -41 SLOPE BI OB BI L90B N ETA 20 BI Simpson HETA 20 hurricane anchor at each truss ( 24it o.c.) suppporting Max. Bl, BI SI 1810 It uplift L45 L31 Q a i PANEL "A" Pales BR Load Wire Description tire# arc# Description Wire Load BR Pales 2 40 1.0 kw #8 A/C comp 1 2 AHLI #10 3.5 kw 30 2 3 4 2 30 4.6 kw #10 40 gal. water HTR 5 Range #L 12.0 kw 50 2 � e 1 20 La kw #12 Pump 9 10 Dryer #10 30 2 II 12 1 20 1.5 kw $12 13 14 Dishwasher #12 F2k 20 1 1 20 1.6 kw $12 Microwave IS IL Refrigerator #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. rl I8 Recepts #12 20 1 1 20 1.5 kw #12 Kltchen 5.A.C. 19 20 Recepts #1220 1 I 120 1.2 kw 812 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 ku #12 26 26 Recepts $12 20 1 1 20 1,92 ku #12 21 28 Recepts #12 , - 20 1 1 15 #14 General Lighting 29 30 Recapts 412 20 1 - 1 15 #4 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 34 Bathroom GPI #12 -- 20 1 1 20 #12 Smoke Detectors 31 3a General Lighting 314 J " 15 I - 1 20 #12 Bathroom GPI 39 40 General Lighting - 8 are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Smell. Appliane e, Cireult(e} _ . , Range .................. ......... ......... ......... ....... Refrigerator.................................................. Microwave..................................................... .Dish. Washer ................................................... Clothes Washer Clothes, .Dryer ................................................ Water Heater Water. Pump ................................................... Garage,Door,Opener........................................ 1135 3 5,205 2 1,500 3.000 1 12.000 12,000 1 1,200 1,200 1 1,500 1500 1 1.200 1,200 1 1200 1200 1 5,000 5,000 1 4,500 4,500 1 1.800 1,800 I 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,9LL Electric Heat or A/C 10,000 065% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 1 129.03 Panel Size Required = 150 Amps Electrlcal S mbol Legend $ Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Egeball Recessed PB Push Button Switch _J�r Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof, ground fault interrupts ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn 1 Carbon Monoxide Detector 412 Flood Light 7Q Thermostat I:= Electrical Panel Q Central Vac 8 Electrical Meter ® Smoke Detector Ceding fan ® Television Jack ® Telephone Jack AC noic A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up Intercom Opt. PATIO/SLAB PORCH I 143 CFM IOXIOx1 Canto" Registers on keihng Pan BEAT OM DINING ROOM THIRD BEDROOM Vent thru I �I 84 CFM I"YA JUNCTION BOX TO SUPPORT A FAN A/o dK. O = THERMOSTAT LOCATION B/A = Balanced Air ISO >tZ/O Aluminum feed AM 13 M 8x4 163 CFM loxioxl 139 CFM IOxioxl M STER B ROOM 139 CFM Ioxioxl 12xIB2�A0 rs ra 12xIB/A r I e---T 12 ITCHEN 144 CFM \ 12xLxl �r CV 12xl2x8 I sv B/A 411 / -I_A 2 I I I 1 / I / i IL" I I gI I I 4,�4 xCFM p � 4g1 0011nw T I I 1 I rL s I /I Electric Notes: I'/a'Conduit 7PANS. 215 CFM ire LL 12xLX1 12x12x9 1. Use copper wire onlg, no aluminum. B/A 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical Te SECOND service and provider. AHu 4B E D R O O M . ALL paddle fans shall be on a rheostat. 2• PVC t FPL 5 ALL bath and kitchen receptacles to be GFI rotected. is. 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" ri id service FPL Ba S#cont�?eii; wife slab 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C eran Refri t lines that are run thru slabs must be AVC sleeved in ELECTRICAL RISER II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical - Contractor shall use AL -GU Landing lugs. NTS contractor, the completed s stem shall be full operative. P y � o p - -Contractor shall torque lugs I.A.W.13. Contractor shall pay for all fees, permits, tea ing, and manufacturers recommendations which inspections including blower testing where required. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress construction. f9. The electrical s stem shall be tom letel and effeeUvel 15. All required insurance shall be provided for protection rounded as required b the latestp edition of the N.E. g q y W-H 22" x 54' Attic Access i with light 1 --J \4"0 Steel Ballard See detail on this sheet 32 SEE MANUAL 'J" and Energy 150 Am Calculation Panel p for Unit info GARAGE i----------------- -I I I I 1 I I I I I I I I I I I I I I I 1 1 I I against the public liability and property damage for the 20. All material shall be new and shall bear underwriters_ j�/� j duration of the work. labels where applicable. I IE C H A N I L/4YOUT 16. 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 of acceptance or certificate of occupancy, or one ordering, The contractor shall provide circuit routings to year from closing sale of house. suit the ,lob 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. Ali exposed wire below 9'-1" 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 telephone company. OTHERMOSTAT LOCATION SCALE; 1/4" = I 1 - O 11 Braden It Braden AIA, Pro Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart, FL 34994 #AAC000032 Exhaust Duct Thru Soffit Wire For Front Post Light Opt. PATIO/SLAB MASTER �\ WP GFCI BEDROOM V V PORC-I d) I / r GREAT ROOM��rrr�����' I Smoke / Carbon ((( �O I O Monawds �eucter Tl lr Combo I _ A I v LOISET 11 I 1 1 I D 1 1 1,_4 I I GFC1 / 1 ROOM ' G CI- I \GIfC1 GFCI 50 CFM / I y ry d 22" x 540 P ' Attic Aceis I W Il, with light 1 \,-441 Steel Ballard �/ I Q I See detail on this sheet Pull chain / P3'"�Yight in attic OPTIONAL PANEL / 1J Amp l � LOCATION /PPanel smoke /Carbon � � 42"h GFCI / Monoxide Patector AHU I I ► GARAGE/ / Combs under AHU SO A M r, S I I O�. I I I Garage q Door Opener 0 / 1-----------------tight to 001111,1ir I I I I I SE-C ND 1 I BEDROOM I \\ wP (CI Center Post Light on, This corner Dunne Building Corp. THE ROYALS S anish Lakes S . Lucie Countg Florida � �w V m Post Light with ! Photo cell Exhaust Duct -T-hro Soffit l4" Exhaust Duct Thru Wall WP GFCI Install owlet � under disc. not shown for n clarity 0 A/#C ELECTRICAL PLAN SCALE: 1/4" FBC 2309.1 Attic Venting Calculations Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = 16.58 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions Sheet 3-28-I8 5-23-18 Smoke detector revision GARAGE Drawn bg: RIGHT C. C. U. E-I Checked bg: D.R.E. - OF 5 C omm # 12-8101 IT =LIFE SAFETY WARNING his symbol identifies life Safety Warnings that should be read iven special attention 1by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE T BE 5ET AT 2'-0: ON CENTER EXCEPT AS NO 0 F!1I DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. Al 30' Span or leS 0 degrees or I6SS 0 1/2 — ► Tag Line spon approx. REFER TO BCSI Truss must be set this way if cron Truss is an example, your truss may not i Insist crane operator sets truss this All load b beams & I at indicate 30' to 60' Span Irog q__Approz 2/3 to Line 1/2 of Span REFER TO BCSI ass must be set this way if crane used. This is on example, truss may not match. Insist crane operator sets truss this way. ng walls, headers, Is must be in place ;fight before trusses installed. AL A.1 F2 HAND I. IE- F2 N T Il= 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 MAYBE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Carrying Girder Connection�slsee I' hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. packagil Carried Truss i r: SEAT P 1" I I I I I I I 'ES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER 'AT A HEIGHT OF V-1" 'ABOVE FINISHED FLOOR 12 4.00 I— heel=315/16" I PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" I PICAL END DETAIL ® ARRANGE: WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & 9L. 14' 21' 7_1 1 N d tD call N m aD m m 0) to e) m so ra V' N N J2 iV J2 J4 ao _ J4 J6 LLL11 li p J6 GRC A6 ail A4 / I A3 I I A2 I I Al I Al I Al " - I 'v Al 13 72" � 121 I IN . II" Al I Al I I iV Al77 I Al ✓ I Al A A Z A Of Uj In O F-NLL A C:l 7i � Q � q UN co -° a- 'SWU s Qz A W m (j) a W_ A H z s A CM 7' SETBACK BOSTON HIP TRUSS BH7 GRB r > J3 B J1 B M N tD aA N N h N n1 B GRA � I I rn I Ill i --- I----� JC jr, ------------------ I L I C I I R (V I I -- ✓e c 4 15'-1 " 5'-4" 2'-2" 9'-6" Z-2" 35' GARAGE LEFT cl 18' - 24' I N L hangers ENGTH 21' 2•-,1- 2._1 1. 7 7 7 7 m m m mr .l rl cry J2 i cV AJ6 k yl J6 GRC OD 1 I I I I I i I I Al Ali QD I Al IN 13'-72 At 121 I I I I I Al I I At At I I � I I I I Al I Al ---- --- --- �.�-t�---- -- A A 2 IY A W to O F-NLL U�j A • Q F Q wJ A W (L ?iWU �z W cj O A WMA ZF A z 0 cm A T SETBACK BOSTON HIP TRUSS BM I � B J3 � S B Jl B GRA I I I I I I �✓e I I �0 � O JC JC O I r----�--————--——————————— — — — — —— �— . I I 'a --------+- - - - - - - - - - - -- - - - - - - - - - - - - -a- 9'-6" 9-4- 35' ''iR118$Ea CAN oAT BBEin.CRTEAD UNO TiallAAtiill Ell ENrG p N�FD a RETURNED Tlis kam descrWal orth, pnga5ly whore the busses naa be InWred k: . Thsunaer'Igaa.�,osk�peaard.gtse. _ wlddr ihilisesT=md be roods In atrkt a000rder" ft* forwtlh 6tlo Was ric R77 2Ald4nensbns hyout ' p�„Tebl40 of kiout,S Urdeis wtnkn nonce N pro iced by cerOned �W to chambptkrawrmci '"! d nrlwy rn. uhdangned .at rw bsdod,M�,....e on �1 4. The --•- �•�""..ws., a, u mnDm 00ilk' - - 41A� � tsuefptof'BCSIt-DTrnamlerlstoatbyTPI WTC0. 1a Qlnsnnbers Tile hw Ors ecleb" ' respo'adba y Ib mefos Ou Job site aurebk to pcinon ofthe job site for delivery. Ctnamberartga w'a "be �I ohs ' of tins Job ens art TtrsbuyerkrssponWk1brad101brWdeWervexpansesMr�hartrberaTTnmrreo ' E rjob Win Is not his to Chernben Trans y or buyer b rat papered Aar dep•ery of frtases. IL Puce as shown kl parapgph 7 below Cosh dine 10 aft tormom O11111. It A $50 per (hour fes nor revklDne ✓arbled b cthatgs O erny dhahgy am made !i 7: TMrk a PURCHASE ORDER b ' drerpedMChambersTna ls. - � �a Cbsmbew.Tntar W tlk wan speed t4 Or r bri dearory. IrwdpB' krvcroe wtn bo made on astray arw PeW wlth4h tame of r May. be mode at edtedukd ddots"tf delivery a Ewer Cannot soaag fee erwri of Jar susses. The urndereprned agrsn tcPeY x hointi rs.Trues reaserabla conga tva beWrtelY mede.l-1/1 %par month osry)ce • 0.SIpnaNro err bnOkk arrywlhers on tlnk street canheflbntal aireonhordbdtemm lnro4n. oanlda.tlah of Chanter. Tans ere due own far Ina matMd the undersigned rsroorndNuTha Wsrameas paynnm when duo of any and an Indebtedness alved to 7�hns by,am amity ne6m, I meEaW and tine nt ferspnod agses m Pry" such redplad.-'� a t0°a' n deewa to paymadl for malaw be made by the or1QDaYm In I a. rested b �4o" canosaft tNs agisemted, lM same ArNshed herotmder bs 8akq LLds Comb, Flom Ina parks ages Ora the epk venue for any such som will =1�1-DWgnm4wmWftsare Per-NeOonelSdndwdAnd Rrg mm.Wed GLgd.&.On paulbatks Fa Congmdian Uska Metal Plea Corrected Wood Tneseo = Multiple ply trusses must be fastened together per engineer) g before they are set: failure to do so can robufldn roof collapse. Temporary and permanent treeing are required and can save tits and property and Is the rasponslbttify of the thus erector. Study the contents of the Information paclart Included on delivery . . before setting trlva6r6 - 7itsees nartbeaatandbraced pentes►pn b plemttk*q& thumps, Tnuses [oust be set plumb and square Do riot"set bunks or stack of plywood, rooting material or OW _61heig21 iCentrated loads on trusses this cum cause collapse. DO -NOT SET 1RUSSES USING 7WIS— LAYOUT USE LAYOUT DELIVERED wrni TRUSSES 1170 SET TRUSSES CHAMBERS TRUaS INC 3105 Oleander Avenue Fort Pierce; Florida 345821,4423 800-551-5932 - Fort Plelt,-,e 772�f16-2012 FsX 772 . 0 r•- 7�zaes-zoiz Vero Beach-=1 Stuartsm-2116eaaaoz f ,. _ u•-�cw.. ruauRroCTC1rAS'[`-AY :.' The Ar6Ttltnot'11err ArahiteDt'a reprya�ntntive's 4 shop drawing I, ravel is NOT a "doubts aheak" of the contractor. The canfrabtar shelf rohnaln rasponalble for chsakinp plaid meaaurements o and ther conlil at erlterls, Architect,. aPproval caves general root shape, review of In atra Ppin9, and loading on structuro fro ra m gv' and u lift their re-. P load, and Sn c vc, icu-ions. APP ovcd 92-0/93.2 MITt7C 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 c meal Wind Design Method MWFRS/C'-C hybrid Wind ASCE 7-10 � « Roofing Material Metal Rocif jj ' Loading in PSF Roof R.D.L. 1-02 � Top Chord Live 20 E 0• r Top Chord Dead 7 4.2 0 Bottom Chord Live 10 Non -(;ant urrent a Bottom Chord Dead 10 3 TOTAL Load 37 7.2 E Duration Factor 1.25 H to Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0m Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L=Restrainin Dead Load C.B =Continuous Brawn Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the �W H Q GARAGE RIGHT 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Chambers Truss Inc. Drawing Name: M11324 Scale: 1 /4 =1' 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 (� / r39s� Gorr►rc�h