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HomeMy WebLinkAboutBUILDING SITE PLANFILE COPY Gulf Coast Supplu and MFG 5v Crlmp Metal roofingg FL 111165LI2 26 ga. By crimp metal roofing attached to plgwood 7eck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM C) (type 2) 30 lb felt underlagment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with L2 " ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 3/8" thick light textured ,tucco on tgpical concrete 12 block construction SLOPE 1.4 Ulf RIGHT ELEVATiON 12 4 1 SLOPE COVERED PORCH 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL #116SI.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 (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 Zed 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 0'-0" = Finished Floor 5/8" thick light textured stucco on tgpical concrete block construction LEFT ELEVATION. � o ---------------- Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method ZEST Ezption Date Design Pressure of Approved Tests 1.2.3 t4 FLU I1499.2 Sin le Hun g g Series 185 MI Windows and doors x ,yicana ai et m rod seed exRar and O.C. na�ter thro g uok into amiid nod C U as amneeneg min S• edge distance m strict adherence to the oduct a royalmm ± 60 Pat P A I1-1108.30 Overhead Garage Door Model 824/811 °I'-4" max. width IL'-O" max heig t DAB , "yet .ma r . 6T= is 6=14 ..= si'�4nr fin e:.d�$. r.°:N ''�«"k°�r`rc4'.e to se°ue s w. of L ,solar eftma - GC to stride adhere to predxt �pprev� mx gnaw W raer 10-9-21 + 50.0/-40.0 psf $ FL# ILL14.1 Fiberglass Pro/from 8moogth Pro Jald-Wen Elco 1/4' din. to con with min 1.25' embedment at 3' max corners and 1.5' a.c. max thereafter in head and Jamha. + 50.0 PSF C FLtt 15332.2 Sliding Glass Door Series 420 Mi Windows and doors x i . aria aLan at max. r sx� corrrr and W. dww bis row t�sre ter throng P essk into solid fined CMu sail ssnterimg min F edge distance m stnat adhsrsrae to the prodloct approval.TES + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TT Erniration Da Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mt Windows and doors For CMU use (2) 1/4' x 2 3/4' tapcons with inn 1 1/4' embedment penetration into each Mall Clip. Attach mull to clip using (4) #10 x 1,25' self tapping straw per clip at shown in product approval. + 118.9 PSF _ Roof FL# 11651.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing 2i pa 5v crop aetal roofing attached 4o plywood deck using x9 x 15" wooQ agrees w�h sell sealing washer at 12° o.c. max agacmg over ASTf1 D (typo 3) 30 Ib felt undarlaument installed with min. 4 sid laps and L and spx. fastened with all n r Ust K�tipnaresaps an 12�hoc.�Yni ring froshankd. each Wek to trusses usmg attachment dotal on droor plan - 108.5 PSF Siding Stucco on Black Soffit FL# 12198.3 Model T4 12" vented Vingl Soffit Kagcan Install using 2' x 2' battens at V o.c. screwed to soffit framing using #8 x 3" wood screws at each truss, install soffit to battens using +55.0/-35.0 PSF Hurricane Panels Fig 15014.2 24 Gauge Storm Panels Global Protection Products LLC install using 1/2" da. solid set lead anchors with 114' dia.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 1/2' 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 ) Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood neck 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 V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12" 5/8" thick x 8"W cut coral finished stucco bands 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drgwall on x 4" studs at 16" o.c. base -board � II 11 i 2" x 4" P.T. bottom plate COVERED PORCH 12 SLOPE 4 ffil iral 1- - 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATiON ST. LUCIE COUNTY4EBDI DIVI IOREVIEWED FOR CON E REVIEWED BY DATE PLANS AN 8E KEPT ON JOB SITE OR NO INSPE(S) WILL BE MADE ALL MANUFACTURES LAIiii SHCWVINGi U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO OMPLY WITH ALL APPLICABLE CODES, HCQNCEALED FASTENERS OR ATTACHM ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD, 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4' = 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (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 laced L" o.c. at all laps and two staggered rows 12' o.c. in field_ Attach ck to trusses using attachment detail on this sheet IS)V C)!Ao 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE_ MOWN 0 \ 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Visquesn over clean compacted termite treated fill interior Non -Bearing Partition nts Braden It Braden AAA, PA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T I I E I I I i 1� I D S C Tel (772) 287-8258 i-f l.0 1 �l L.J Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaiaacomcast.net St. Lucre Count Florida Q+.iAr+ r-I aaaac ttAArrnnnna� y FRONT ELEVATiON SCALE: 1/4" = 1'-0" a' -I" BEARIN i 0'-0" = Finis ed Floor ALL CONTRACTOR WARRANTIES BEGiN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: it Edition and ASCE 1-10 for Wind Loading Building Design is. Enclosed Risk Category: II Wind Velocity: 165 mph ultimate "" Mean Roof Height: ll'- Roof Pitch: 4:12 Internal Pressure Coefficient: ±O_Ie SubJectability to damage from: Weathering: Negligible Termites: Vera Heava Width of Roof End Zone: '-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Ya on, 30ITM 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+0.6WL: 0.6DL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pill Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.b/-84.0 pat Components i Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Well Zone: 4.+35.8/-38.1 pat p= Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls 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 a Walls Zone 5 Are Components an Cladding Dart Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 pa, Presumptive: X By Test: psi This Building Shall Have the Following: = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS, BOTHs NEITHER: Roof Zone 3 ROOF LIVE LOAD: 3_ pef ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -A5 oaf FLOOR DEAD LOAD: 10 pat JGB AQQRESS: 6 a' �Z � Model: Date Drawn Revisions Sheet Comm # 3-28-18 SCANNED REAR c.c.u. Drawn bg: BY 1 q PORCH St. Lucie County RIGHT Checked by: D.R.B. OF 5 FLOOR FLAN Recess top plate L"w x 3/801 4" for steal support angle \ TYPICAL NOTES: SCALE 1/4$1 1'-O" CRASH POST ) E T A � L see detail on this sheet = b " high N.T.S. h C I. Contractor to verify ALL notes and dimensions prior to 34g y 4" diameter steel crash post. Floor Steel countert support angle proceeding with work pp g Counter top - verily tgpe with contractor Flange with 4 - 3/e Install 6" from each and and J Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expanslon bolts Into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc.., to have slab (3/8"t 5o kai steel plate) we angle detail a minimum IAOO P.S.I. fiber stress. ee 14' o.c. studs 4. No dissimilar metals to touch. 6" v2• drywall S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. '2' x e" PT wood plate ALL Concrete used for vertical filled cells. Cont. tie beams etc., to g shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L. Drywall at ceilings shall be leveled and attached to bottom chord o z" KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. �-./ 2r2" 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. o 0 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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.4 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w-H = Water Heater 15. Wall and Ceiling shall have a flame -spread classifrcatton of not greater than 200 per 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. Gyyppsum board material shall conform to ASTM C36. C19, C415, C514, C430, C931 C960, C1002, C1041,C1111, C1118, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Ned sizing options for drywall Spacing installation of into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 12" 13ga 1 3/80lo g with 19/L4" head 0.098" diameter x 1 1/4" long Y2„ annular -ringed or 5d cooler me([ 0.060' dia, 1 5/8" long with Walls Either 14" e" 16, Direction 15/44" head R Ggpsum board nail 0.084" dia. x 1 5/8' with 9/32" head. Calling Perpendicular 24" 7 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail 0.092' dm.xx 1 1/8" long with Walls Either IL" 8" IL" Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 8" with 19/44" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM AIO8.l thru A108.L, A108.1, A118.1, A118.3, A134.1 and A131.1 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not t0 exceed 25 with an accompanyingg smoke developed index not to exceed 450 when tested in accordance with �45TM E 84. Insulation shall comply with F.B.C. R31L. 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 L5" 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" and laps fastened with corrosion rearatant tin cap* and with 1,25" ring shank nods spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal cho hurric e a r at each truss 12 with x I I/2" nails ( 24" o.c.)C.) suppporting Max, 4 II uplift Aluminum Drip f '\ Edge t Fascia 2" x L" Sub -Fascia 7 Kagean full o vent vinyyl soffit installed using 1/8' dia shank x 1.5" long galy. roofing nails with 3/8' dia. head per product approval - sae chart sheet Sl 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Wood Base Grade e. IIII-IIII III-IIII ._ <�" > PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) yR-30 blown fiberglass in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete -and (l) 95 bar Cont. in each row. Substitute S" VTR 12" z•�• BATHER aL I I inLAVA .42i n-1 ILAv+ i i%3" i 2" LAUNDRY I I 2"I t" J 3' shwa-1 2„ 2" I 3 we -I Window Schedule Mark Size Rou h Open. Window Descrl tion PRESSURE ZONE I. 4'-SY/Wx JII Val'54Ya"x 54Ya" Single Hung ZONE 4 2. V-24"x W-3 Ya' 15" x 63 Y4" Single Hung ZONE 4 3. 2'-2' x 3'-2Y2" 21Y2"x 38%" Single Hung ZONE 4 4. 3'-1" x 5'-3Ya" 38' x L3'/s' 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 a specs prior to construction on sheet I Door Schedule Mark Size Rough O enin Door Description PRESSURE ZONE A go -on X I,-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0' X 11.'-8" 41'%4" x 83V Fiberglass Panel - Inswing ZONE 4 C L'-0' X V-8" 14" x 81 %' Sliding Glass Door ZONE 4 D 2'-O" X V-8' Solid Core - Wood - 6-Panel-Bi-Pold Finished 24" x 81'2'o E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel IN5'-O" X 6'-8" Solid Core -Wood - 6-Panel - Br -Fold G -8" x V-8' x I "/4" Solid Core Wood. Steel, or Maeorete Door H 2'-8' X V-8' Solid Core - Wood - 6-Panel 2'-4' X V-8" I Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED iN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET #I 1" x L' P.T. Buck nailed to Masonry Beam block with cane hardened nails prior to door attachmen precast lintel filled with concrete and ll) #5 bar Cont. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c, with R4.1 ?1-fol -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R60'1.1 and Mortar Jonts shall comply with FBC RLO-1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). 'Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slob with fibermesh OR 611x6" #10/10 wWM on 6 and Visqueen over Mclean compacted termite treated fill �,I-IIII-ill-Ili Ili IIII I�I�IIII- -IIIII=� � � �_ _� � 11- -IIII I 1 IIII �' "- 14" x 14" Conciliate footing /� 14 with (2) #5 bare cent. and #5 TY P I C L S E C T i ON transverse bars at 48" o.c. Scale : 1/2" = 1'-0" KITCHEN 2' AAV " LIT d i v-1 �2\ 2" V. BATH #2 M� SANITARY RISER nts Attach buck to block wall with 1/4' d1a. Elco cone screws with min. 1 1/4' penetration at 12' me. max and 4' max from each corner thru Exterior Pace 2' x 6' PT Buck or wall cries tr8 Wood ,crams thru jamb into buck at each hinge and 19' me. max and Detail at Door prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT T ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION O r= Install windows thru buck into block with 3/16' Cap -con with 1 1/2' penetration at 6' me, max. from arch corner and 20." me. max thereafter at iambs and 20' me. max. Exterior face at head and all par product approval of wall Buck to be 1" x 4' PT vanes I"x4' P.T. Buck nailed to lock with case hardened nails Detail at Windows prior to window attachment NTS IV Verify attachment hole location with GC Install SCUD thru buck into prior to fabrication block with 3/I4" tap -con with 3/8" thick L-- 'Y.: penetration at 6" o.c. max. steel bracket from each corner and 20." o.c. max thereafter at head per product approval Y O O Use 3/I4" tap -con with COUNTER TOP 13RACKF-T DETAIL 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 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door } n Masonry Wall " 4" \ a Bottom Tree Typical Flooring r' Sill Install SGD thru buck into _ block with 3/14" tap -con with Sliding D oor D e+ a I I om I penetration at 6" . max. From each corner and 20." " o.c. max thereafter at ,lambs per product approval Jamb At Masonry Wall NTS Braden t Braden AIA, PA Architects -Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 9B E-mail: bradenaiaecomcast.net 15'-3" -1'-ZY2° T_1 Y2" OT INCLUDED ON pt. 8'-1oY2" u EGRESS " -'%12" x 12" Concrete column block filled with concrete and 13'-II" (2) #1 bare vert. tied into O lintels above Filled cell under l] r- girder above P O R C H ° WIRE LATH t STUCCO CEILING O 3' 9" MASTER O BEDROOM o c °Ill. ° 8'-O" A.F.F. 'Dan Flat Ceiling LL� I O I I Vanity to be O I 34 Y2' high I H.B. 0 m 3'-4„ ca W = w IL )111:9' 5" O W O 7:1- Ln I- n Rod tSheIP -T IRV Vaulted Ceding in J m Ito L GREAT' ROOM I LOS T I o I - - J I' -I" I °Iu Rod t Shelf I " 311, Alo DRYER ASHER in ' LAUNDRY A-JhI 8'-O" to T-8" A.F.F. t Vaulted Ceiling I .Vanityabe DINING 34 Y2"high I I ROOM T counter tops to 3/8" thick steel I v overhang wall 1.50 ^� I counter tap supp its Ln I ifi SECOND _o BEDROOM = 8'-O" A.F.F. O Flat Ceding r THIRD, BEDROOM i A.F.F, in IV Flat Ceding :r- 12'-8" r �R-u Bete. inmlation Provide auto 150 Amp closer Panel ° r-----------------lf �\ O I I I I I\ p I I ° 1 GOLF CART cr GARAGE �„ , 13'-0 A 2'-8" I 9'-011 tops to � wall L5" JJ JJ m CAD R 4" _ - - _ +41" high wall I I DW I rI ° ° I I " KITCHEN a- 8'-0" to 9'-8" A.F.F.__ Vault d Ceding cn O Upper cabinets to - - extend over Ref. a NON- V AVE n8i orL - --- ' if O R-il sect. MwlaVon '� Provide auto W.H. E closer 4"10 Steel Ballard See detail on this sheet O�\#WI \ O 22" x 54" Access I Atticfight Q � eith ght - 8'-0" A.F.F. m Flat Ceiling 14 O Ole BlockBlock wall in O Di MT ° O ,/garage to be struck block r+ ° EMERGENCY EGRESS - - --- r- - - - - - - - - - - I i I � I I I I I I I Ir i - 1 I o I I I I I I I I I I A 4'-4" I 2'-8" 9'-O" 2'-e" C EN cJ ,. I as v m in n o " a - 0 cr 1 in N 0 I o- 0 I v Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,02-f Under Roof Total = 2,484 sq. ft. Wunne Building Corp. MODEL: Date Drawn Revisions : Sheet 3-28-18 THE WINDSOR REAR PORCH Drawnby: c.c.u. 2. Spanish Lakes jZIGH'j" Checked by: St. Lucie County Florida D.R.B. OF 5 Comm # is-isq .� 1 r\ u r\ I I I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY, IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSi GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell With concrete and 1 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'-0" to 9`11" and Provide (3) filled cells on each side of openings from 10'-C" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. tt5 bar Vert. w/ IThicken edge to BONS" 30" overlap SEE TYPICAL with concrete and at each filled cell SECTIONS one 45 bar continuous ' y �1110111 Ii�� 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 mil Vlsqueen over clean compacted termite treated fill 14"w x 14"d concrete monolithic footing with (2) #5 bars cant. 1-11 14" ill 1=1 TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR CxC 11:10/10 WWM on to mil Visqueen over clean compacted termite treated fill 95 bar cont. C 9 10" (2) #5 bars cunt. bottom steel 12" % DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12' concrete column block filled with concrete and (2) u1 bars vert. tied into lintels above Top of Tooter 16" below finished floor_ R SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description I 14"W x HOD MONOLITHIC FOOTING WITH 2 95 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x I6"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8"W x SOD THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS /1 14"W x 14"D With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB o 0'-0" 6 120111 X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR Oxt" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL #5 bar Vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ 14" SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill a r_ im 't., x 14"d concrete monolithic i footing with (2) #5 bars Cont. GARAGE CURB DETAIL k -/ SCALE 1/2" = 1'-( Verify house slab 4" concrete slab with fibermesh OR height in field 6 xt.#10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. P 301, rl COLUMN FOOTING DETAIL cc V 30"x30"AC concrete AL column footing with (4) . Ln #5 bars each Wa( (2) tt5 bars cunt. bottom steel 12" �9DETAIL AT 9" GARAGE STEPDOWN i�„ = 1'-n° SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood iamb per manufacturer's product approval Garage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #L SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 4+5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 1*5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS I A/C field very a location r is, +FI Y—+ -- —— ---- i ° I FI I I 2411D I N I o I ` Thicken footing to 24% x 14"d x 24"L ° under filled cell I ° I under girder bearing. ° i L ; I I I I I 4 PE 11, } ' m1C 12" x 12" concrete column block filled (2) #7 bars Vert. tied O 35'-O" Into lintalseabove e'-lo to I ' e'-10 Y,° 1 ' 4 10,-Oe — t0 — c ° ° Filled cell under i girder above Rear Porch Slab to I be poured separately LU from House Slab. O O p � I / L I —\—— 'C—— — — --— — FI — —� — Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" I I FI I I I I \ 4" concrete slab with fibermesh OR 6"xC #10/10 WWM on 6 mil Visqueen over i clean compacted termite treated fill o I DRYER ASHER 1 I I I I ° IVVVI "\��._�JJIIII I I I of I° I .—i ° DW i I o� I° 1 FI L"fibermesh OR xb"� h #10/10 WWM on " concrete slab 16mil Visqueen over clean compacted termite treated fill 1 MICROWAVE ❑° I REP, NON —VENT I a 38' CLEAR I OPENING I V O I I -- � ---- —W.H. I 4"cP Steel Ballard ° 1 See detail on this sheet F\# Lu I 1 � 1 I1-301 LU I FI I I N F5 I L-- g— F6------ Ir N L 001 o r— ----- — 01 c o I (V I a O 14 Step °0 to I o _,IFS z i o i N o IFS IF— I 1 I I I 0 I L------FS--- Recess For ° ° O O ° O 1.5" Recess for ° CIO ° Garage Door Garage oor w 2'-8" 9'-0" I _ 2'-8 6'-4" 2'-8" 9,_0" „2,-8" Braden i Braden AiA, PA Wunne Building Corp. Architects - Planners 411 S.E. Coconut Avenue WINDS( BTel (112) 281-8258 THE Fax : (112) 281-8283 Spanish Lakes E-mail- bradenaiaecomcast.net St. Lucie County Florida Stuart- FL 34996 #AAC000032 MODEL: REAR PORCH RIGHT )ate Drawn Revisions 3-28-18 Drawn by: C.C.U. Checked bg: D.R.B. 0 N 0 i b Sheet 2). OF 5 0 r Comm # l5-159 ROOF SHEETING ATTACHMEi\1T DETAIL 1. Minimum Nail S1ze = 8d ring shank (min. 2.5" long) 2. Minimum Screw Slze = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these ans for zone 3 Ke Area Ede Field Fastener Max. Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 6" Sd ringshank '16 psf Zone 3 4" 4" Sd ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column Verify with Plan `fit 7 Rebar to Lintel Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast lintel set in mortar'. Min. e" Bearing 12"x 12" ilumn Block Rebar Provide #5 bar set in pre -cast ROOF F L A i ` Scale : 1/2" = l'-O° lintel into beam where length of 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 i_ _..a�'� .'. Provide PT Buck I: ;I r.r attached per iamb -details into filled 4" Pre -cast Sill lr: •] ri'il f 7 Yy I Truss shop drawings to be provided bg manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for lagout and uplift verification Poured Filled Cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filed cell steel into continuous / tooter steel. ,.'J•'..:' Concrete t ;_:� Footing �_ e factor '�„+!—; .'•a••:.T 2..�:�. '� �.. �...'T'.'+—''.+" 'freer exact schedule sizes) DETAIL AT WiNDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blockrnp to vart. leg of truss with IOd x 1.5 nails at 4' o.c. Install Simpson MGT into wall usingg 5/8' die. threaded rod set min. 12' into wet beam and (22) IOd nails into truss ,48 Bar D Min. Overlap p TRUSS BLOCKING DETAIL Min. AT GIRDER STRAPPING Attachment AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL MIL51.12 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach Protest Lintel /' ii eek"to trusses using attachment detail on this sheet \ Additional If #s bars _ Lintel Bar Clear A B Length Length Span Bars Bars ) "• � eLenfe „ 2'-10„ 2'-8" I'-6 2,#3 none 2'-2" 2 #3 none 8P8-OBAT 81a8-IBAT BPS-IB/2T Additional 4'-O" 3'-10" X-8" 1 2,#3 none #5 bars „ CLEW :.`':�:,. 4'-6" 4'-4" 3'-2" 2.#3 none i3..t no Rau or 'H" ...• •,; ,; Block Above Ps, rri' 51-4" 5'-2" 4'-0" 2A3 none 5'-10" 5'-8" 4'-6" 2,#4 more ?.' Precast Lintel Additional f 6'-6" 6'-4" 5'-4" 2 #4 none #5 bars 1'-0" 6'-2" 2 u5 none BPIL-IB/IT 8FI6-6/2T 8'-4" 1'-10" 1'-0" 2,tt5 none NOTES: I. min. coverage or steel=1.5" 2. min. bearmg required a ea. end=8" ALL reinforcing steel is grade 40. 3. standard for ramr. steal=ASTM AL15 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL SCHEDULE Mark Window of Door"H" unit Widthsize Lintel Cast -Crete Specification Rows of Block Above " " Bottom steel size Top steel Siza Max Gravity Load (PLF) Max. Uplift Laad (PLF) Max. Lateral Load (PLF) L22 2'-2" V-0 8F8-OBAT I #6 3069 I6L9 1024 11 2'-4" _8a 1. 4'-0' eF8-OBAT 1 #5 2661 1363 it's3 1.45 4'-5" 1 5'-10" 8F8-OBAT 1 #5 1106 1 loll 339 L60 6'-O" L'-L" ePe-OBAT — 1 #5 1238 835 121 L60 6'-8' 1'-6" 8F8-OBAT 1 #5 1011 121 534 Leo ar-0e 9'-4" eF8-IB/2T I a5 2 $5 152 591 512 L90 9'-O" 10'-L" 8P8-1B/2T 1 #6 2 #5 643 530 401 L90B 9'-O" 10'-L" BPIL-I5/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-0' II'-4' 8F8-IB/2T I #5 2 #5 682 494 452 LIOOB 10'-O" II'-4' aft-I8/21' ONE 1 #5 2 #5 13LL 1028 452 L120 12'-0" IV-4' 8P8-I15/211" 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4' eF16-I121/21' ONE 1 #5 2 $6 1015 110 1 324 L140 14'-O" 15'-4" BPIL-I5/2T ONE 1 #5 2 #5 1250 609 1 259 LILO W-O' m'-4" aP8-8/2T 1 #5 2 #5 300 192 1 194 LILOB IL'-O' m'-4" BPIL-IB/2T ONE 1 #6 2 #6 950 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor et each truss with (10) IOd x 1/2' nails If 24" o.c.) supporting Max. 1810lbs, uplift 12 4 Aluminum Drip Edge it Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web Poured Co concrete k Purred Conaret, concrete black i Concrete , Manufacture chore Par Specs lax. Aluminum Panel aizaa per manufacturer — See Tumcal Stud Detail 1/8" x 3/32" akng Nut w/ appropriate similar and %epamng Per manuractimis". Details i OL3" c g .094" e c mms I Stud Detail Stud w/ Dial Cast Zinc aTs Nickel Plated Wmg Nut yr Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOr nails at each truss 'RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) N Ul 3 t- 4.11 X L O R cv Q3.;J <� 4� o Q A � 4 UJ t_ C C Q o Va tea, W t_ Aluminum Drip \R-30 blown fiberglass Edge t Fascia 1/2' thick stucco an 3/8' hi -rib lath In bottom chord of trusses V1/2' 12" attached to hormontal and vertical wood framing with nails or staples to provide drywall with smooth finish 2" x L" sub -Facer no less than 1-3/4' penetration into horirantal wood framing and 3/4' penetration Two rows of beam block filled with concrete into vertical wood framing members and (l) #5 bar Cont. In each row. Substitute Kaycan full o vent vinyl soffit metalled 1/8' dia precast lintel Pilled with concrete and (1) #5 bar Cont. for bottom row over openings using shank x 1.5" long gale. roaring nails with 3/8' dia. head per product approval - see chart shoat a1 1/2" drgwall over I" x furringg 5/8" thick light textured strips at IL" o.c. with R4.1 t5-foil stucco on typical concrete insulation on typical 8" Block walls 2" x 12" concrete column block filled with concrete block construction b All drywall to a installed per FBC R102.3.1 and (2) #1 bars vert, trod Varies -sae plan T and shall meet all pertaining ASTM codes. into lintel, above #5 bar vert. w/ bo Mortar to be Type "M" onlypy proportioned per FBC R401.I SO" overlap andMortarjoints Rock I all wet area(ex. GOshoWers, thicken edge to 8'x8" at tuba etc..J with concrete and at each filled cell one #5 bar continuous BEYOND ' ' Fill cell with concrete and Rear Patio/Slab to (1) #5 bar vert. (typical). be Plush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted Woo see foundation plan notes for To of factor P IV below Pinrshad floor spacing at openings Step per foundation plan 4' concrete slab with Pibermesh OR a L"xV #10/10 WWM on L mil Visqueen over Slope per foundation plan / clean compacted termite treated fill r IIII—IIII—IIII IIII- _T11�.' __ • IIII-1I I-1 —1 I1=� __—__—I I I111 I_I 111-1 I I I I I I I I I I I IIII IIII-1 —I —II —I —I 1I 111111= I I �—IIII—IIII—Ili le IIII FI 11�I -IIII,;,, 11 I.1, III„ 3 T4plcal Section at Front Forch Scale : 1/2" = 1'-0" Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E—mail: bradenalaecomcast.net Q W Simpson HETA 20 Strad truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dial. threaded rod with min 12" embedment ( 24" o.c.) supporting 1810 lbs. Uplift Max. HETA 20 into beam (22) 10d ,,.,truss, log either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet PA Il FAA IN IVA VIA NJ FAMA a WA A OMA m� WAMI I I FAAWA 4 Avg d wa CA A ME I 'JAWAMN 'WAM PAM MANWAA I ffiu�APAA EMMA, E VAVA A INS 'IVA 11 miss �0 MEN IN ME I �1� HETA 20 Simpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Winne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RIGHT CHETA 20-�> Date Drawn Revisions 3-28-18 Drawn by: C.G.U. Checked bg: D.R.B. d7 N x L w Q Q m ry m .� � i''o ° a a ci = s 'm ui u t) d) 1O p 0 E_ fir OD � m u ry 7 O W O I i- Provide downspout Sheet I Comm 4 .4. 115-159 OF 5 PANEL "A" Poles BR Lead Wire Description circ# circa Description Wire Load BR Poles 2 40 1.0 kw #6 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 q Z 30 4.5 kw #10 40 gel. water HTR 5 Range #6 12.0 ke 50 2 1 a 1 20 1.8 kw #12 Pump 'I 1 10 1 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.6 kw #12 Microwave Refrigerator 912 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 11 18 Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #IZ - 20 1 1 20 1 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 912 20 1 1 20 1.4 kw #12 25 26 Recepts 812 - 20 I 1 20 1.92 kw #12 21 28 Recepts #12 20 I I 16 #14 General Lighting 29 30 Recepts #12 - 20 I - 1 16 #14 General Lighting 31 32 Recepts #12 20 1 - 1 I6 #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 I6 #14 General Lighting 36 36 Bathroom GPI #12 - 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 - 15 1 1 20 #12 Bathroom GPI 39 40 General Lighting #14 - 15 I e are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts T tal(Watts) General Lighting ,(3, watts age ft.) Small, Appliance, Cirewt(s). . ..... . . . . ....... . ...... . . . . . . . . Rouge ............. ......... .I....... ....................... 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 1200 1200 1 1600 1500 1 1,200 1.200 1 1,200 1200 1 5,000 5,000 1 4,500 4 500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10 000 Remainder 21,415 e40% 1 O 10,961, Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend 8 Single Pole Switch ® Recessed Can Light Double Palo Switch ® Eyeball Recessed Pis Push Button Switch Exhaust Fan -49 Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Well Mounted Light Waterproof, ground fault Interrupts PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack rc-R-1 Carbon Monoxide Detector 42 Flood Light T Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack ,,coc A/C Disconnect I x 4 Florescent Light ® 12 x 4 Florescent Light ® ® Speaker Hook -Up Intercom i = JUNCTION BOX TO SUPPORT A FAN Q = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GPI protected. L. 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. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refriggergt�it lines that are run thru slabs must be sleeved in AV 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone comnanu. So ir2/0 Alurimmum reed AMP I S' Conduit PA EL 2' PVC ( Vent thru Soffiti -- O 124 CFM IOxIOxc NOT INCLUDED ON THIS PERMIT PORCH MASTER BEDROOM I 12xI2xI0 I 124 CFM S/A I IOxIOX& �y� I 141 CFM I 141 CFM IOxlOxl I IOxlOxl ' I Zi F1, I -_-_-1 12xl:ixTa B/A 8x4x4 I 9 CFM I I RE,ATI ROOM LOSET I I Bx4x4 o 50 CFM DRYER ASHER I LAUNDRY 6FM 8x4x,4 IOxIOX-1 0 12x I DINING IL CFM I r3x4x4 ;:; I ROOM T 12xl2x8 xlI I B/APAN�\� ------ - - S CAB Mwn DW I Ell IIl CFM 2x6x1 I ° SECOND I i BEDROOM I IOxlo) I6' KITCHEN i 20x20 MICROWAVE REP, NON -VENT r I ��p•�1 T LCBlllr\ 36 CLEAR O OPENING L - 12x12x8 B/A 1 14'I W.H. THIRD 1 q Steel Ballard BEDROOM 1 a Sas detail an thra sheet 100 CFM _ I \ > I I I r A ac I IOx6x6 I I= Access ® 1 4 I with fight I I J 150 Amp Panel GOLF CAF GARAGE I op I 2' rigid syx:w PPL I oarf�6 a Te ara'in erslab I i ELECTRICAL RISER I - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 MECHANICAL GARAGE r----------------- 1 I I I I I I I I I I I I I I I I I 1 I I I I I I LAYOUT (D - THERMOSTAT LOCATION SCALE: 1/4" - I' - O " Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaecomcast.net 3 TON SEE MANUAL 'J" and Energy Calculation for Unit info Install oulet under disc - not shown for claritg i s MASTER BEDROOM Elf \ I \ f iFC CLOSE \ \ I V P Upt. t-/A I IU/ 100401W oM 1N�s DRYER I EA � LAUNDRY I\ SECOND / BEDROOM/ I / I THIRD BEDROOM, -- PORCH WP GFCI I � I I i I I GREAT ROOM I ®I IF I / I / I / ' I DINING ROOM I � I \ FCI / r-I GFCI iM�Vi I 6 imi i la U FCI \ GARAGE Q � / / A GFCI \ /Pg \ 150 Amp I eghs \ Panel GFCI \\/tO Cp" r \ \ GFCI r--------� 1 / r-------'®--------1 Garage T / Garage Door I 1p / I Door I Opener I I Opener I / GOLD CART: If GARAGE � I GFcl I GFCI to gairage lights ELECTRICAL PLAN ~~---- Post Light with O SCALE: 1/4" = I'-O" Photo cell a Center Post Li fit Attic Vaintina Calculations Total Attic Space = 2101 sq. ft. BC 2309. Venting Ratio I/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit LUW nne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RIGHT between driveway# Date Drawn Revisions 3-28-I8 Drawn by: C.C.U. Checked by: D.fiR.S. Wre For Front Post Light Sheet F. OF 5 Comm # 15-159 A=LIFE SAFETY WARNING This symbol identifies Llf I Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE 5ET AT 2'-O: ON CENTER EX6EPT AS NOTED I MULTIPLE PLY TRUSSES MUST BE AS ETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. &jj DON`T LIFT TRUSSES WITH SPANS LONGER THAN 30a BY THE PEAK. CONSULT BCSI 30' Span or less Al 30' to 60' Span 0 degrees Sprea er Bar or less S /2 _111 1ag _ APProx 2/3 to � Tog Line span approx. unIs 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane usld. Truss must be set this way if crone used. Truss is on example, your truss may not match. This is on example, truss may not match. nsist crane operator sets truss this way insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIR 1—iANaOLER NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND AC CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connectorTNallsbe as de tabs oschedule in engineeringe nails. package. Carried Truss iI SEAT PLAT �& o R. MOT E" off, �aa I I I eroc rn"u WlV � Y fC CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY it CO, BY CHAMBERS 12 4.00 r— 2 2.00 8� i upset=1/4" hee1=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPI D AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH 1p/_1 xl�' OA' Do not stand on trusses until the are braced per BCSI & properly L y p p p y Walled to straps &hangers I/ W-3" 19'1 19' C L I I 15-3" I I INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF &I ABOVE FINISHED FLOOR GRA IA1 VIA ��\II II II II � II II II III II fI I� ��� 011 ■�'r t �� t., , 1111101IMF 4 sill Alp MEN RAW ©t>% BHA Al J INVERTED'%' WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (21 -., ,�, teeeeeeeeell� I�raal� �Ia�a�I�la�laal//�'%/- % Itj% �I®I®I�I�I I�I�BI�I■I�I�I�I�IB i I 14'-4" I 6'1 PORCH RIGHT r V INVERTED "V' WEBS AT CENTER W/9' B.C. PANNEL LOAD W/ (2) 41 N11-11 V INVERTED "V' WEBS AT CENTER W/9' B.C. PANNEL LOAD W/ (2) 41 N11-11 I®I® MIMI= NI i' CLODUZSED AREAS ARE OF �e / SPECIAL CONCERN & MUST BE 1 CHECKED CAREFULLY & MAY 1 INDICATE DEVIATION FROM _PLANS.^ 1 1 1 '+s GRA :t BHA ANO GREeANENT' DNr1L7 9AOFWin1rq,RISaWNEDiRE'ryRN1iD wtan, ate hueeeaWin b = fit f dlpryn layout - on that : backef q'a'n TNN a'rli6i '1 . GtAx eli,p hays tiaeetJ1� eGowed,tli, everil .. katNa, at Cliamb,n ye 6 afach dIQe-lr-l-ive .-• ,...pwwge b CtWd.,M f:WZY ar sayer k� not preparod farms nN to roii,gyp� 0. Prks N shown kl Wngr9Ph 7t7 costa dun b ells ds9yely orb++Ns. i liy kR - Rdi.laycat A 3ti0 Par haur fee for �� 4 fo change M su"�0f•'� . 7: 1 . h a PURCHASE ORD'� o be tlwrged chana,s n,ft ' - dearyalrndee grape bps - E n Wbe mad, -on de0v:y aR°°d `4 or r ,areroa V„an,mtp Y,e,T�^�„naa, . dt,il7e xt1 b, add ti °� °f P,Ynierd not t4eiel� pry eannol exept .>�monw when any & im'°°A�yOnagf' �°f ChembewT""' �ypro � kr°ro'O eE t,mn here - , und the wndaisr y,rk�MeabEe to i •� 'fQ In th, "dnan`Ir dehWt H P,Ynsart for Obe, to pity such ' _,veil of airy �tton � mateNly De made by the b ti•Ds,Ip,ryNw ' nemree ttwta°rthe°age, v�the � ow such eWrounder Won wig ANSViPUWrgq 4-20"p2'•o" �Cftw apieged arr Was If AN®ed0uldepne, On . DATED STONED ._,�11 gePreadwbarnnybe Multiple �Per'8C31103"bPntluprkya� P m must be fastened before they are $et; failure to do 90 can 8ethor per engine Tamporery and Pemranerrt bracing are ►eiult.ln roof collapge, and Property and is the r tis "°� red and can save Ilfe Study the Conte P�nslbll(ty of the truss erector. Ms of the tnformatlon Packet Included on do We before settlna b ussAs. ry r_ .lh'Wwn dbeaoandb��dsoon " Tomes !must be set �S d°� T Do Not set bunks or _ Plumb and square other concentrated loads on PIiMrOOdr roofing material or arty . trusses, this can cause tolls e DO NOT SET 1 BUSSES USING Vfis LAYOUT ' USE LAYOUT DELI1/M9M Wnn TRUSSES TO SET TRUSSES - ..•. '"AMBERS TRUgS INC .. A—t". 8105Oleander AVenu— a _— Fort'Plerl Floiida 34982.6423 -. Fort Pierce 800-551.5932 Vero Beach 772465-21112 Fax nz-se9-2012 n�•aes.e711 Qu-• r•uwuocp Staart i72-23e�02 I -',• representative's shop drawing al 4 is N T a ' "dwu61, check, hook o7 rll., contractor. The aantractar shmll remain resttarfyllsie "n' criockl1a6 field moasuremenfs and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gray' and uplift loads and their resp ve location Approved By: Dale: -- Braden & Braden A]I P.A. 92.0/93.2 MIIEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY '----� Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake w Loading in PSF Roof R.D.L. ow J Top Chord Live 20 to °._' y Top Chord Dead 7 4.2 u, c Bottom Chord Live 10 Non -Concurrent i Bottom Chord Dead 10 3 E w TOTAL Load 37 7.2 w y Duration Factor 1.25 d rot Ml ( Wind Speed 165mph m a Top Chord C.B. Sheeting by builder. u co Bottom Chord C.B. Sheeting by builder. m t� Highest Mean Height 1511 Building Type ENCLOSED �1 Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.u.L. Kestraininq Dead Load C.B.=Continuous Bract Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the 410 Building Desi ner and/or Engineer of Record. LL Chambers Truss Inc. Drawing Name: M11392 WScale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07115 Revised:03/21/18 v, FOR 6'4" 1k14r-4" I WYNNE BUILDING CORP. DESCRIPTION: PORCH LEFT 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INIMALS EACH PAGE - 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 410�� 6