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HomeMy WebLinkAboutREVISION12" .. H. Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. Sv crimp metal roofing attached to plywood deck using #9 Wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced 6" o.c. at all tape and two staggered rows 12" o.c. in he deck to trusses using attachment detail on this sheet is 5/8" thick light textured stucco on typical concrete -7 block construction p' 5/8" thick x 8% cut coral finished stucco bands RIGHT ELEVATION 12 4 IsLOPE SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 4116S1.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 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 12 SLOPE -4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 � sloes V-1" T.O.B. 12" 12" H. H 0'-0" = Finished Floor -- r04P�Cflpvq Finish Columns with 5/8" thick cut coral finished stucco bands ff�mmv W " I i 4 M � Ion LE- I MOM 21 5/8" thick light textured stucco on t9pical concrete block construction REAR ELEVATION Overhangs at I'-Ori unless otherwise noted on Roof Plan Roof pitch at -4:12 unless otherwise noted Anig changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands into Window or Door. EJ5/8" thick x 8"w cut ❑... 3 coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction -----------------•-------------------------------------------- 04000100000110100 LEFT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Tfindows k Skylights Opening NNO Product Model # Manufacturer Glass Attachment method Design Pressure NUMBER DnkaaOII of Tests 1,2,3 FL# 239.3 Single Hung SH-100 PGT 5/16 ildia. tapcons e/ min. I /8 penstreti ro spaded per product approval. Contractor oe�iall a to + 80.0 PS t4 Impact min. edge tratanen epeaAed m Product approval - A I6-0330.02 Overhead Model 824/t 9'-4" max widthDAB °'sLFFS ber �"`e ° ice`mil. m " ` ss y i er k `° aril 10-9-21 + 50.0/-G .O psf Garage Door IG'-O" max height " e =. "r n .ear dwr. -� re .sire tr prrdret EElco 1/4' die, to an with aM 1.25' embedment at 3' max B FL# 1404.1 Fiberglass Dms�h pia/ Jeld-Wan from corners and RYS" o.c. wax. thereafter in head and Jambs. + 50.0 P F C FL# 2515 5 iding Glass sites 11 SGD PGT I. I mom "GSA" I ia. tapcone min. / penotration to • aced e� roduct a rwal. Contractors all adhere to �• edge ± 60.0 PSF Door Type 2 I%2 defences apecdud m Product approval T Product NNUlA[8ER Model Manufacturer Attachment Method E51ration Date Design P Of Approved. sure Tests Mullions FLU 241.1 1' x 2 3/4' x .315" PGT Install per fastener type and wongs shown in Table IA and IS in product approval on sheet SS or 22. + 58.0 F9F Roof FL# 11651.12 5V Clp Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal rooting st;ached to plywood deck using #9 x 1.5" wood screw with self seating was6r at 12' o.c. max spacing over ASTM D (type 2) 30 Ili felt undarlaymenl installed with min. 4 side laps and L' and tape fastened with corroson ressara. tin caps and with 1.25' ring shank nail spaced L o.c. et all laps and to staggered rows 12' oc. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 SF Siding Stucco on Block Soffit FL# 1211 . Model T4 12' vented Kaycan Install using 2' x 2" battens at L' o.c. screwed to soffit framing using #8 : 3" wood screws at each truss. Install soffit to battens using Vinyl Soffit Hurl'icane 24 Gauge Global Protection Install wain 1/2' die. solid set lead anchors With 114' dia.-20 x 1.5' Aerials Flu 15016.2 Storm Panels Products LLC long 55 cc head combo. with Neoprene washer at 12 1/2" o.c. ottom and 13" o.c, at the top ± 45.0 along the by my gZeal below. ( Architect or Engineer of Record } I have reviewed the above and approved it SCALE: 1/4" - 1'-0" 2" x 4" top plate base -board 6/8" thick x 8"w cut -- coral finished stucco bands 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate 12" 12 SLOPE SCALE. Ito" = 1'-0" Gulf Coast Supply and MFG Sv Crimp Metal roofing - #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood Beek using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM O (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 ICI ICI ICI ICI ICI ICI ill ICI ICI ICI I!011 ICI ICI ICI ICI I�� 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCANNED BY St Lucie County 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill PSF Interior Non -Bearing Partition nts Braden It Braden AIA, PA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE S T E R L I N G Tel : (112) 281-8258 Fax "ikh Lakes E-mall: bradenala�comcast.net(7rt2)28-8283 Spanish a+..Ar+ >=1 Balsa/ fAArrnnnnan St. Lucie County Florida 5/8" thick x 8"w cut coral finished stucco bands ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHOC COMPLIANCE tp. WITH PBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORASCTIONg Rr QUIRBD BY M'IELD IN111PICTOR6 THAT MAY BE NECESSARY IN ORDER TO GOMP6Y WITH A6L APP610All000114, 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ad nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4' = 1'-0" I a" .H. 5/8" thick x 8% cut coral finished stucco bands SCANNED BY \Finish Columns with St Lucie County 5/8" thick cut coral finished stucco bands �ily`btLT AT, LUCIF. C U\'TY BUILPiN G PIVISPf ttPtVtE11EDFORC L NCE ttEVtE1i'ED BY DATE PLANS A E. T MUST E KEPTO, JOB OR NO MPEC ION WILL BE bLtDE. 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. 5th Edition and ASCE 1-10 for Wind Loading Buildinq Design is. Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: I'-O" Roof Pitch: 4:12 Internal Pressure Coefficient: ±o.IB SubJectability to damage from: Weathering: Negligible Termites. Veru Heavy Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C 1.21 x O.b = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.LDL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 per Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +3S.8/-38.1 psf Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pat Shear Walls Considered for Structure? Yea Continuous Load Path Provided? yes Are Components an Cladding Details Provided?Yes Minimum Soil Bearing Preasure:2.500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER. ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --15- plif FLOOR DEAD LOAD:y pof JOB ADDRESS: ti MRCDIDEL: Date Drawn Revisions 2-19-I8 3-13-18 Impact Glass and REAR Drawn by: porch slab h PORCH c.c.u.,. LEFT Checked by: D.R.B. OF 5 File Copy" l44.lti-3J 0 = Roof Zone I Walla Zone 4 ® = Roof Zone 2 Wells Zone 5 END ZONE = Corner Zones Roof Zone 3 FLOOR PLAN 4L� I CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.s, I. Contractor to verif ALL notes and dimensions prior to ste high by 4" diameter y p steel crash post. Floor proceeding with work. 1 Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. slag®(3/8"tolts 50intksolom � steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2!/2" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete." ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord 2 S5" of trusses with screws per FBC M I Z.O.D. ° 1. ALL wood in contact with concrete shall be pressure treated. 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. 11. Contractor to Provide a 2'-8" Wide door at one bathroom for 2ili" 21hl, handicap accessibility requirements. - !6" 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 R302.6 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 classification of not greater than 200 per FBC R302.? .I 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 I-f. All exposed attic insulation materials installed on attic floors shall have a critical radiant I. P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x c" nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C960, C1002, C104-1,CII-i7, C1118, C12-18, C1395, or C1394 and shall be installed I according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for of cir well into Spacing installation Nails Screws Maximum wood framing mom ers 2" x min. thickness Ceding Perpendicular 24" 'I" 12" 13ga 1 3/8" long with 19/L4" head OR 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" did. x 1 5/8" long with Walls Either IL" 8" IL" Direction 15/64" headOR Ggpsum board nail 0.080 dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24'1 12" 13ga 15/8 Dlloong with 19/64" head 0.09B" diameter x 1 3/8" Ion g annular -ringed or Ld cooler nail OR Walls Either IL" all 16" 0.092" die. x 1 1/8" long with Direction I/4" head OR Gypsum board nail 0.0915" die. x I l/e" with 19/L4" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product app Use SAV tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A1311 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 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 -telling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Shall have a flame spread index not to exceed 25 with an accompanying smoke E 84 developed index not to exceed 450 when tested in accordance with ASTM Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) 10d x 1 1/2" nails e!7FRF_-!NGINEERED TRUSSES 24"o.c.) supporting Max. 4I- t 24"o.c. TYPICAL 18101ba. uplift , (shop drawings by manufacturer) Aluminum Drip �N blown fiberglass Edge t Fascia 2R-30 in bottom chord or trusses I/2" drywall with wooth finish 2" x L" Sub Fascia Two rows of beam block filled with concrete (1) #5 bar cent. in each row. Substitute Kaycan full o vent vmui soffit installed ba recast#5 tar (bottom rowilled with s over openings using 1/8' dia shank x 15" long galy. roofing nail& with 3/8' dia. head par product approval - see chart sheet m 1/2" drgwall over I" x furring strips at IL" o.c. with R4.1 fi-Foil Insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. stucco on typical concrete m Mortar to ba Type M allg proportioned per FBC RLOl.I block construction and Mortar Jonts shall comply with FBC Ri.012.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (U #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR L"xL" #lo/lo WWM on L mil Visqueen over clean compacted termite treated fill r Grade - ..: :...... ,. - III I =III I =-`.._°_..".'' IIII=IIII=IIIII�IIIII= I.;IIIII _ III IIII -IIII I''' -� I I I=IIII=IIIIII=III - 14" x 14" Concrete tooting 14" with (2) #5 bars Cont. and #5 transverse ears at 413 O.C. T Y P I C A L SECT ION Scale : 1/2" = I'-O" ottom Masonry Beam 11+itf fixed door sliding door Sliding Door Detail At Masonry Wall NTS AREA CALCULATiONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = I,i6 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2" VTR JIL I I I I VTR Masterr"' Bath 1 i Lsw. I 2" I Lev. I 4' 1 2' VTR 3C ' JIL I I ahur. 3' IUt. sink I I Kitchen R' I I Lay. .4 3' W.C. Bath #2 ai 3' C.O. To Septic PLUMBING RISER I" x L" P.T. Buck nailed to Ci block with case hardened nails a prior to door attachment Masonry Wall ypical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5ia"x ia" 54ia"x 43i4" Single Hung ZONE 4 2, L'-2%"x LL'-3 5'-3 %° 15" x 43 %,° Single Hung ZONE 4 3. ,-2" x '-2 1/2" 21%2"x 319%" Single Hung ZONE 4 4. 4'-5ya"x 'f'-2%a" 54'/e"x 54%" Single Hung ZONE 4 ALL Windows and mullions ALL windows ALL windows All rough opening with manufacturers to be aluminum windows w/ tint per elevations. to withstand pressures in permit info box on sheet I in bathrooms to be tempered dimensions to be verified by contractor specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%" Fiberglass Panel - Inswing ZONE 4 C L '-O" X 6'-8" 14" x 81 %2" ar rit :o°aat"" Sliding Glass Door ZONE 4 D 2'-O" X 11.'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 i2" E 2'-4" X 6'-8" Solid Core - Wood - L-Panel F 5'-0" X V-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x '-8" x 1 N' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - L-Panel J 2'-L" X c-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - L-Panel - Bi-Fold L I'-L" X '-8" BI-FOLD ALL Exte box on sheet GARAGED WITHSTAND All rough with manuf1pening for doors to withstand pressures stated in permit info Ul OR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL HE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 dimensions t0 be verified bg contractor cturers specs prior to c;gnstruction 10' -OII 1211 101-0II 1:2 PATIO/SLAB t Included On This Permit o 0 0 0 0 0 (V - OOI�O ° EGRE55 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into I 6D lintels above Covered Porch ° Provide screen mfdl below Oif if DID 0 ❑° °❑ oI I I 1 19 1 1 1 1 lu-JEJ - MASTER m u0c BEDROOM e ° ao a� u II 8'-O" to 9 -8" A.F.F. `rF m�J11118'-O" A.F.F. Vaulted Ceiling '^ LL Flat Ceding GREAT if o ROOM 4. O I ° n ° I o Rod t helf H B toye Vanity tN I y21I hig N :,- -. ao I 2" x L' knee -wall 8'-Or to T-8" A.F.F. n � 1.21 - ° rr r J 1 Ili[ below counter top laulted Ceding CLOSET 1 DINING, IN WHEN J ROOM CASINE Rod t Shelf 8" /o, �'� 0 ® ♦ m 1♦ ♦♦ OC I DW I �� I Vanity be O F ° o ♦ ♦ to s I 34 y2 "high O I a 11"wall 9y, 13'ir- -O3/,'I u, °l>< HI g KITCHE 31-e" in m Ven Dryer - through wall i L - - I �� - `~ - - 8'-O" R.F.F. Uve han8 din d/L-JN ° - Flat Gelling311 a Upper cabinets to D extend over Ref. 3'-0 cw 2" filter 4'-0° I N I - E BATH "' O ;7;W_ O 11 Rod t Shelf O R-II Batts nsiati W.H. a 1 - 4"e Steel Bellerd A/C O #1 _ See detail on this s ee g L �O I r Provide auto I�" I 22" x 64" , 3 O I closer Attic Access 6 I ° e I with I- 2211 4 L - _ Zi Flat Ceiling c Meter 150 Am P s 4" O" 13'-L" aIL P nisi N Ole © SECOND ^� I- RGEN Y BEDROOM NI GARAGE E R SS - i+i O Oriki A.F.F. ° O MT ° O IRV Flat Ceiling �- [°] cv y OI 3 ° O r-----------------1 EGRESS `r Block wall in I garage to be i = ° 0 ° if if ° i struck block I T O ° O 3'-III COVER ED 12" x 12" concrete coluimn block filled j 14'-6" i 0RC with concrete and (2) #1 bars vert. tied ? p into lintels abolole in l' 2" 121-6" 6" a I ® \411 ° ° ° Oo e 1001 010ilf, n - e ° 91-0" 3'-5" 2'-8" T-81, 5'-211 6,_411 111-411 Install windows thru buck Into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambe and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Braden It Braden AIA, FA Architects - Planners 41-1 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34996 UAAC000032 UJQnne Building Corp. THE STERLING Sppanish Lakes 5t. Lucie County Florida MODEL: REAR PORCH LEFT Date Drawn 2-19-18 Drawn by: C.C.U. Checked by: D.R.S. Attach buck to block wall with 1/4" die. Elco cone screws with min. 1 1/4' penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck Uetail at L)OOr prior,if& di Revisions : 3-13-18 Impact Glass and re porch slab crews thru jamb into buck ige and 15" o.c. max and OF 5 m 4r omm # .File Copy 14'-0" 12' 1 10'-O" 12" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2500 PSF SOIL 9. 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 10. 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" i 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 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 TO BE SPREAD IN 12" LAYERS AND ALL REINFORCING STEEL SHALL I BE GRADE 40, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUIT:5, 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. MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION: FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 1-4. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. �• DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE I5. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 e GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN I�• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENER'S TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell With concrete and 1 45 bar vent. at 48" o.c. max. Provide (1) filled cell on each side of openings lup to 5'-II" wide. Provide (2) filled cel1S On each side of openings from 6'-O" to 9`-I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 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. #5 bar vert. w/ SECTIYPI EE TYPICAL 30" overlap at each filled cell 1S 4," concrete slab with fibermesh OR 6 x6' 910/10 WWM on IO mil Visqueen over clean compacted termite treated fill tq _ I I 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0 4" concrete slab with fibermesh OR CxO 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per a foundation plan CIA 10" (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12" concrete column block filled with concrete and (2) #1 bars wart. tied into lintals above Top of looter 16" below finished floor Verify house slab height in field 30"x30"xl6" concrete column footing with (4) #5 bars each way rE 30" si OLUMN FOOTING DETAIL v Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE\ \ SCALE: 1/4" = 1'-0" Termite Orotection 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 5011 treatment including spaces boxed or framed. Treatment mu t be in accordance with the rules and laws established byl the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floor% shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh 6"x6" #10/10 WWM on 10 mil Vial clean compacted termite try NG�V PORCH SLAB EDGE DETAIL SCALE 1/2" = I' #5 bar vart. w/ 30" overlap at each filled call Ad, curb hat goor ht based on gar. Pl slope. 45 bar in curb \ Grade 14" over 4' concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill F.P. I'' 14"w x 14"d concrete mo footing with (2) #5 bars rj% GARAGE CURB DETAIL SCALE 1/2" = it 2" x 6" PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Gars e Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODE Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O `Y t:. s SIncl Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 34494 UAAC000032 I ° IL3 8, PATIO/SLAB 1 a Aftl6cludeddl hls o ° ° l_1 " _ i_�i_ u uI I— — — — — — — — — — Rear Patio/Slab - 1 to be poured separate Ul o I 12'-8, fin the house slab. g �I m O Thicken footing to 2-4 FI 24"w x 14"d x 24"L J n to I under filled cells r under girder bearing. I — ReLar Patio%Slab to------------------1 be flush with bottom of 1 sliding door recess. FI Slope 1/2" li I Ii MI I� I II I I1 °I I I H.B. Ia ,a4 Y2 q to be high 4" concrete slab with fibermesh OR OIL 6"x6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I FI I �1 ° 1 o all I I I FI old I� FOOO, o-------- 1L2J A/C ° r #I I 4"0 Steel Ballard filled w/ Concrete 0 P. I I 1�01 I JE I wpm I I I E w e I I FI I I s Et! I I FI I E o ` • I o a C. I o Ell I FI 1 MIT -i1 Zaa 01, I ° �o o I u�c � F51 ----------� " W � I v- " x Q ui 6" I Recess for Caarage Door ,o ---- Al F1 T, ——— — — — — —— ° concrete block with concrete and (2) SO bars ti into lintels above RE Wgnne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida N H.B. QD •r FOOTING: SCHEDULE Size Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS JIMlark 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x It'D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' MODEL: Date Drawn Revisions : 2-19-18 3-13-18 Impact Glass and rear REAR Drawn bg: porch slab PORCH LEFT C.C.U. Checked bg: D.R.B. OF 5 001 . PANEL "A„ Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C camp 1 2 AHU #10 3,5 kw 30 2 3 4 2 30 4.5 kw #I0 40 gal, water HTR 5 6 Range #L I$O kw 50 2 � 9 8 10 5,0 kw 2 Pwsp Dr er #10 30 I 20 1.8 kw #12 11 12 Z0 1.5 kw $12 13 14 Dishwasher #12 1.2 km 20 I I 20 1.5 kw *12 Microwave IS 1L Refrigerator #12 1.2 kw 20 I I SO 1.6 kw #12 Kitchen 5.A.C. m is Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 ke 912 Clothes Washer 21 22 Recepts #12 20 1 1 40 0.81 ks #12 Garage Door Opener 23 24 Recepts #12 20 i 1 20 1.4 Its #12 26 2L Recepts #12 20 I I 20 1.92 km 1 #12 21 1 28 Recepts #12 20 1 1 20 #12 General Lighting 24 30 Recepts #12 20 1 I 20 #12 General Lighting 31 32 Recepts #12 20 1 - 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 - I 20 #12 General Lighting 35 34 Bathroom GPI #12 20 1 - 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 I 1 20 #12 Bathroom GPI 39 40 General Lighting #12 20 I - spare 41 42 S are PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) Small Appliance, .Circult(s)„ _ ........ .flange..... ..... ..... ................. ........ Refrigerator.................................................. Microwave Dish . Washer............ ................. Clothes..Dr9er,,,,,,,,.„ .„.................................. Water Heater ................... .............................................. Water, Pump ................................................... Garage. Door .Opener ................. ....... . . . ............ 1135 3 5,205 2 1,500 3.000 1 12,00 12,000 I L200 1,200 I 1500 1500 1 1,200 1.200 I 1200 1200 1 5,000 5.000 1 4 500 4,500 1 1,800 I.BOO I 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10.000 Remainder 21.415 940% 1 O 10,96L Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,9LL Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Le end $ Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed Pe Push Button Switch _3107- Exhaust Fan ' 8 Duplex Outlet - Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Poq n.® Waterproof-groundfault circuit terrupterPC Light with Pull Chain (attic) Floor Duplex Outlet d Computer Connection Jack Fc-m I Carbon Monoxide Detector 4& Flood Light Q Thermostat ® Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack Aosc A/C Disconnect ® [Fs-PKRISpeaker I x 4 Florescent Light ® 2 x 4 Florescent Light Hook -Up I❑ Intercom ®= JUNCTION BOX TO SUPPORT A FAN = 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 GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 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. Vent-thcl�L--- Soffit AiC Meter 149 MASS R BEDRIO M 149 IB2� 2Ax10 I l a\ %Axlo - - - - �y B I_ -- 54 FM I ♦ \ ATH a o r -� A tic A con with light -- - - - � 150 Amp Panel i GARAGE r ----------------- i I I I I 1 I I I I I I I I I I I I II I I I MECHANICALA LYCUT scnLe vqr-o/ Il. 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 b6 placed in proper working order. 18. All work shall be done in accordance with the N.ELC. and shall comply with all local codes and ordinances, and' shall meet all standard requirements of the local electricutility and telephone company. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the iN.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 th 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 f the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in etal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 RM Covered Porch GRE,4T Roo M, C� 208 CFM or1 caching fan tera IOxIOx I \ ..� 1210 �' I DINING ROOM 206 CFM loxloxl ATH l 16 Q I I I IOxLY6 t==-.r SECOND BEDROOM I 12xl2x8 �1 B/A COVERED PORCH A/C disc. 150 #2/0 Aluminum feed MCP I'/s' Conduit PANEL f AHU 2" PVC I FPL 2° rigid aorvice PPL to #°5#conLore�anin slab ELECTRICAL RICER - Contractor shall use AL-CU Landing Igs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction rient thrt�1t -- Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p, G Install oulet under disc. not shown 1 clarity O tr ELECTRICAL PLAN Braden It Braden AIA, FA Architecu - Planners 41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bracenaiaecomcast.net Stuart. FL 34914 UAAC000032 SCALE: 1/4" = I'-O" Attic Ventinq Calculations FBC 2309.1 Total Attic Space = 2124 sq. f t. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Wcinne Building Corp. THE STERLING Sppanish Lakes St. Lucie County Florida MODEL: REAR PORCH LEFT Date Drawn 2-19-18 Drawn by„ C.C.U. Checked bg: 1).iR.B. Post Light with Photo cell I 0 N L'-3" Revisions : 3-13-18 Impact Glass and rear porch slab H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light t I Comm # File Copy