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HomeMy WebLinkAboutREVISION, PlansFinish Columns with 5/8" thick cut coral finished stucco bands Coast Supply and MPG 5vCa Metal roofing FL #11651.12 a. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" screws with self sealing washer at 12" o.c. max spacing over ASTM D 2) 30 lb felt underlayment installed with min. side laps and 6" end 'astened with corrosion resistant tin caps and with 25" ring shank nails d 6" o.c. at all laps and two staggered rows 12" o.. in field. Attach to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction ----- — — — — — — — — — — — — — — — — — — — — — — -- % — — — — — — --- --- 7—L I ^-� 5/8" thick x 8"w cut 1"I I ELEVATION coral finished stucco bands RIG SCALE: 1/4" = 1'-0" 12 SLOPE 4 8'-1" T.O.B. 12" H. Finished Floor ELEVATION DOTES: _ _ _ _ _ _ _ _ _ _ _ _ _ _ Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 5v MIT TREATMENT REQUIRED_ ` ga. crimp metal roofing attached to plywood deck using 49 x 1.5Jen,)d wood screws with self sealing washer at 12" o.c. max spacing over 2) 30 Ib felt underlagment installed with min. 4' side laps AST(type and 6 CE4LEDFASTENERSORATTACHMENilaps fastened with corrosion resistant tin caps and with 5" ring shankspaced 6" o.c. at all laps and two staggered rows 12" o.c. fieldA ARE THE RESPONSIBILPYOFTHE deck to trusses using attachment detail on this sheet CONTRACTOR CREME ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHOO COMPLIANCE WITH FBC ENERGY CODE MUST 12 REMAIN ON ALL DOORS AND WINDOWS SLOP= UNTIL INSPECTIONS ARE APPROVED 2„ — 12" H H. thick x 8"w cut coral finished stucco bands *5/8" — — — — — — — — — — h Columns with 5/8" thick light textured TNESEPLANSANDALLPROPOSE ARE SUBJECT TO ANYCORREC thick cut coral stucco on typical concrete REOUIRCDBYfRELDINSPCCT01 finished stucco bands block construction MAY EL NCOESSA.RYzIN ORDI 4NTTH ALL PL9CABL' REAR ELEVATION COMPLY SCALE: 1/4" = 1'-0" — Overrhangs at 1'-0" unless otherwise noted on Roof Plan AOOIchangespitchunlessotherwisenoted e tto Gulf Coast Su I and MFG 5v CrimpMetal rooting FL 411651.12 metal deck — this p Ian hall submitted to the architect 26 ga. wood 5v crimp roofing attachd to plywood using 49 x 1.5" screws with self sealing washer at 12" o.c. max spacing over ASTM D r or a p p r ov a I I n writing prior to starting construction. (type laps 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end fastened with corrosion resistant tin caps and rim shank nails — Return ALL Stucco Bands Into � i n d ow or D oor. spaced 6" o.c. at all laps and two staggered rows 12" o. in field. Attach deck to trusses using attachment detail on this sfieet 12 SLOPE 4 SLOPE 12 Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and 0 eni laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attac deck to trusses using attachment detai on this sheet :f ffij[ NT'w' R►?T? T%Tv('- !MUST HE KEPT 0 am WILL HE INIAD". 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 Plgwood nailed at 0 o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 2 T.O.B. 12H. 12" 2 :. C.H. 5/8" thick x 8"w cut �., H 5/8" thick x 8"w cut ❑ ❑ ® ❑ coral finished stucco bands 3 coral finished stucco bands �- � ❑, I. 5/8" thick x 8"w cut coral finished stucco 5/8" thick light textured h I stucco on typical concrete ®®®® B — — — block construction — = Finished Floor — — — — — — — — — _ — — — — — — — — — —to'N — — — —1!1111 — — — -- — — — — — — — — — — — — — — — — — — — — — — G O' e4" AF F. Finished Floor 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands LEFT ELEVATION FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 2" x 4" top plate 1I 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c, base —board � 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden t Braden AIA, PA Wgnne Building Corp. Architects — Planners 411 S.E. Coconut Avenue Carlton299 Tel (772) 287-8258 Fax (112) 287-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie County Florida Stuart. FL 34994 UAACC00032 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 Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof eight: I'—O" Roof Pitch: 4:12 Internal Pressure Coefficient: t o.18 Subjectabihty to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.LDL+0.6111L Components it Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components it Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: J. +35.8/-38.1 psf Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psF Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2.500 psi. Presumptive: X B9 Teat: psi This Building Shall Have the Following: APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: _31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: psf FLOOR DEAD LOAD: 1O pal' 2a2 .ITCH = Roof Zone I Walls Zone 4 EH = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: Date Drawn Revisions Sheet Comm # 12-8-16 Plan Reveiw GARAGE Qrawn by: LEFT C.C.U. Checked by: 0.R,S. OF 5 FLOOR FLAN IHI CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to Ste high by 4° diameter steel crash post, Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc.., to have slab (3/8"t so kai steel plate) a minimum 1,400 P.S.I. fiber stress, 6" 4. No dissimilar metals to touch. 2r," 2'A" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o /2" A ALL Concrete used for vertical filled cells, Cont. tie beams etc., to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix r3/e 2i," 6. Drywall at ceilings shall be leveled and attached to bottom chord O of trusses with screws per FBC R102.3.5. 2''" O 'I 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for 2," 2�2 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 R302,6 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 490 per FBC R302.9,2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation nails block with case hardens materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmel 18. with F.B.C. R316 - see permit info box of code edition Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395, C1396 be C9'0, C1002, C1041,C1111, C1118, C1218, or and shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizingoptions for p of drywall into Spacing Maximum wood framing members wood Nails Screws 2" x min. thickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 I/4" long annular -ringed or Bid cooler Hall �2 OR Walls Either 16" 81, ib" 0,080" dia. xx 1 5/8" long with Direction IS/64" head OR Gypsum board nail 0.086" dia. x 15/e with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e 11 Walls Either 161, g' 16" 0.092" dia. xR 11/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/44" head. Install SGD 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 head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product arc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118,1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum 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 to exceed 25 with an accompanyln smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11491.12 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 (" 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. m field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal with (10) 10dox 11 1/2 each 12 ( 24" o.c.) supporting Max. 41810lbs. uplift Aluminum Drip �� Edge t Fascia 7 2" x t Sub-Faacia Kagcan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet 41 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell \ Grade PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) "\R-30 blown fiberglass in bottom chord of trusses /2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute pretest lintel filled with concrete and (U #5 bar cont, for bottom row over openings 1/2" drywall over I" x furringg strips at, 14' o.c. with R4.1 fi—roll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. W Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typicaU. Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes For spacing at openings 4" concrete slab with fibermesh OR 6"x4" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill -III =I 111, I IIII11111111111111111111= 1IIIIIT1�� 111 14 x 14" Concrete footing 14° with (2) #5 bars cont. and #5 TY F i C A L S E C T I O N transverse bars at 48" o.c. Scale : 1/2" = I'-O" W Cod Base to Masonry Beam nails J AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = Is sq' ft. Rear Porch = 1% sq, ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq, If t. 2" VTR JIL 1 1 I 21' VTR Mastern�� JIL Bath L v. 2" Lay. 4°1 2" VTR W.C. JIL 3° I 2' Shwr. 3" Kit. sink I Kitchen 2 I I Lay. 3" W.C. Bath 42 Sher. 3° C.O. Tc septic FLUMBf NCB RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door al n Masonry wall ---- � /2 777 1 1"'A \ Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with S l l d i n g Door D + a 1 1/2" penetration at o.c. max. from each corner and 20." o.c, max thereafter at jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE 1. 4'-5%a"x 5'-3 /a" 5#ia"x 63/4" Single Hung ZONE 4 2, 6'-2 %"x 5'-3 /8' 15" x 63 /4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21 x 38%" %2 Single Hung ZONE 4 4. 4'-5%"X 4'-2/a" 54%8'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 on sheet 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 /4"x a3%+° Fiberglass Panel — Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %' .7 2.0"'t " Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core — Wood — 6—Panel —Bi—Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core —Wood — 6—Panel F 5'-0" X 6'-8" Solid Core — Wood — 6—Panel — Bi—Fold G 2'-8" x C-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core — Wood — 6—Panel J 2'-6" X 6'—S" Solid Core — Wood — 6—Panel — Bi—Fold IC 2'-8" X 6'-8" Solid Core — Wood — 6—Panel — Bi—Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor With manufacturer s specs prior to construction �Uc' �v0 H =LL V MIN v I cNv 2" filler 4'-O" EGRESS File Copy in 10'-0" J 12" 10'-0" 2° 12" x 12" concrete column block filled with concrete and (2) #-1 bars vert, tied into lintels above Covered Porch MASTER u I BEDROOM 8'-0" to 9' -8" A.F.F. Vaulted Cteihrg Flat Ceiling GxRE7 ROOM I 2elfod t h— — 21'-8" I 0 Vanity to a .Wc 34 hi 2" a 1 I I 2" x 6" knee -wall rIIII to T-8" A.F.F. rr r O 1 (K below counter top 14V faulted Ceding CLO ET 1 _ _ DINING — J ROOM© FERod t Shell 8" �s, F, II ow/-� \♦ �� I ATH`� I Vanity to be l 34 /2"high H91„Wall 9y+, >< IGITC-�E� 3'-8" I o L — _ I-�I 2" — — Co iv 8'-O" A,F.F. Overhang N - O H - Flat Ceding 0 Upper cabinets to D extend over Ref. 3'-O"4" 0'-2" N O — R^� E BATH Li R-II Bette nawation w H Steel Ballard N ;� #1 4"� See detail on this sheet I C — r _ Provide auto I 22" x 54" , I�" rc W I m p closer I Attic Access with 'ight L Q 22 _-� Meter 150 Panel Amp 4„ I m ie GARAGECD E ERGEN Y EGRESS 00 MT 5 + O A.F.F. ° ❑ _ r Flat Ceiling or-----------------i 1 Block wall in �J r 1 garage to be struck block b I I T I I I I I n 3'-5" 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 ,(ambs and 20" o.c. max. Exterior Face at head and sill per product approval of wall \ Buck to be I" x 4' FT Rod t Shelf - -Like'-O" A.F.F. Flat Ceiling SECOND BEDROOM" EGRESS O 0 0 ❑ p O C V E R D 12" x 12" concrete tofu n block filled of ORC with con rate and (2) ars vert. tied into lintels abo e T 2" 12'-6" \ 9'-0" 1 3'-5" 21 - 8 2'-8" 36'-O" "x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND D e t a i l a t W I n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK L) e t a l 1 at L) OOr NTS INSTALLATION Exterior face 5' -2" 0 0 Attach buck to block wall with 1/4" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each 'corner thru 2" x 6" PT Buck Braden ✓I: Braden ,AI►A, FA Wynne Building Corp. Date Drawn Revisions Architects - Planners 12-8-I6 4-4-I1 Plan Reveiw 411 S.E. Coconut Avenue Carlton 299 LEFT E Drawn by: Tel (712) 287-8258 C.C..U. Fax (712) 287-8283 E-mail: bradenaia comcast,net Spanish Lakes Checked b ckf*d g: Stuart. FL 34996 UAAC000032 St. Lucie County Florida D o ° I cc crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. OF 5 �-300 Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. LIZ ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Kew Area Edge Field Fastener Pressure Vy Zone I L" 6" 8d ring shank 45 psf Zone 2 14" 6" 8d ring shank % psf Zone 3 .4" Sd ring shank 84 psf ** Zone 3a 6" 48 wood screw 112.5 psf, ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verlfy with Pla� Column to Lintel 12"x 12" Column Block Rebar Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel. \-- - Provide Cast -Crete - F T ,T y:� Strap truss to welt 5/8' dia. threaded using Simpson MGT with rod with min 12" Simpson HETA 20 eU8-OB/OT precast '- - - - lintel set in mortar �' into beam either wet embedment set or in a ox with P g hurricane anchor at each truss „ _ Min. 8" Bearing -- _ (22) IOd truss leg nails into detail truss. Add blocking to ( 24 o.c.) supporting Max. per on this sheet HETA !2 IRIi� ILo ,., hr. Provide PT Buck attached per jamb letails Into filled c, 4" Pre -cast Sill \ Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = I'—O" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockipp to vert. leg of truss with 10d x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss "n `JV6r'°p TRUSS BLOCKING DETAIL A t t a c h m n t AT GiRDER STRAPPING AT CENTER BEARING POINT NTS -1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of A57M D Type 2 felt paper using Bid nails. Substrate to be 19/32 COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self seating 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 deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars Lintel Bar Clear i „ "A" A „ „ B Len th 9 Length 9 Sean p Bars Bars 2`10" 2'-8" 1'-6" 2 n3 none 3'-C 3'-4" 2'-2" 2 g3 none BPB-OSAT 8F8-IB/IT BPS-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none #5 bars ,. ��•. CLEAR •.{ ,�.:'�',.` 4'-6" 4'-4" 3'-2" 2,43 none ne Row of "H" Above ':: 51-4" 5'-2" 4'-0" 2,#3 none 5'-10" 5'-8" 4'-6" 2.44 none Precast Lintel 1' 'Si."'"9 i Additional `•�"' 6'-4" 5 -4" 2,94 none #5 bars y,____y 1'-6" 1'-0" 6'2" 2,#5 none BFIL-IBAT BFIL-IB/27 8'-4" T-10" 1 '-O" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=l.5" 2. min. bearing required a ea. end=8" 3. standard for remr. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE, Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " Bottom Steel Size Top Steel size Max Gravitg Load IPLF) Max Uplift Load IPLF> Max Lateral Load (PLF) L22 2'-2" 3'-6" 8PB-OBAT I u5 3049 1569 1024 L31 T-L" T-B" 4'-O" BF8-OBAT 1 #5 2561 1343 11.3 L45 4'-5" V-10" BFB-OBAT I u5 1105 901 339 L50 5`0" V-V BPS-OBAT 1 #5 1238 835 121 LLO 4'-8. T-V BPS-OBAT 1 #5 1011 121 534 LBO 8'-O" T-4" 8F8-I13/2'r I tt5 2 #5 752 591 512 1-90 T-Ow 10'-6" 8P8-IB/2T 1 #5 2 tt5 643 530 401 L90B 9'-0" 10'-4" BPIL-8/2T ONE 1 #5 2 #5 1533 1183 401 1-I00 10'-O° ll'-4" BPS-IB/2T 1 #5 2 #5 582 494 452 LI00B 10'-0" II'-4" BFIL-IB/2T ONE 1 tt5 2 #5 13L4 1 1028 452 LI20 IT-O" 13'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-O" 13'-4" BFI4-I8/2T ONE 1 tt5 2 #5 1015 110 324 LI40 14'-0" 15'-4" BFI4-IB/2T ONE 1 #5 2 #5 1250 L09 259 L160 IL'-O" IT-4" 8F8-IS/2T 1 #5 2 #5 300 192 194 LILOB IL'-O" I1'-4" 1 BFIL-IB/2T ONE 1 #5 2 #5 950 5o0 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 hurricane anchor at each truss with (10) IOd x 1 1/2' nails - ! 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge t Fascia 2" x 6" Sub-Fasci Kagcan full o vent vingl soffit installed using 1/8" dia shank x 15" long galv. roofing nails with 3/8' dia. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) 4-1 bars vert. tied__� into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of footer IL" below finished floor Poured Cc concrete k Poured Concrete concrete block u Concrete f Manufacture lush Mounted Shutter Detail kluminum Panel izes per manufacturer See T =o al Stud Dot"[ 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details \ 1II I\\�\\I Stud Detail Stud w/ Die Cast Zinc NTS Nickel Plated Wing Nut nts I LU in u) � X OU m N W ,, .3 G a a- � A- �s N uj Om V O � p Ems= O C5 ciN W z O W 4 W F- LO �f J U11 W � a Z _ Q) I W a- O i- and shall meet all pertaining ASTM codes. HETA 20 ro Mortar to be Type "M" only proportioned Per FBC R601.1 and Mortar joints shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at ail wet areas (ex. showers, tubs etc...) FIII cell with concrete and O O h (U 45 bar vert. (typical). ILA\ \`Il Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET 4" concrete slab with ribermesh OR - ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THiS SHEET L"x4" 410/10 WWM on L mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE _ ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. =IIII=IIII„ (IIII— — ALL TRUSS TO TRUSS CONNECTIONS BY Z , A: IIII 1 1=1I1-1I1 1 1 1II IIII IIII— WII1— TRUSS MANUFACTURER -III 1—III ,,.IIII=IIII=IIII=III 14"III IIII- FI — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 8 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION =IIII-IIII=IIII 11' F3 T�plcal Section at Front flo Cif — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : 1/2" = I'-O" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden It Braden AIA, PA l.U(gnne Buflding Corp. Date Drawn Revisions : Sheet Comm # Architects - Planners 12-8-14 4-4-171 Plan Reveiw 411 S.E. Coconut Avenue GARAGE Drawn by: Tel : (772) 281-8258 Carlton 299 Fax : (112) 287-8283 C.C.U. E-mail: bradenaia°comcast.net Spanish Lakes Checked by: Stuart, FL 319% #AAC000032 St. Lucie County Florida L.R.B. OF 5 12 F 4 Aluminum Drip Edge t Fascia Flash and Counter v flash Nail ledger to gable end truss with (2) IOd ils at each web 1/2" thick stucco on 3/W hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no lee, then 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan 'r Brace Gable end with 2" x 4" SYP 42 art back nailed to bottom of top chords using (2) IOd nails at each truss RE —ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) E:mi( Brace Gable end with 2" x 4" SYP 42 min. I back nailed to bottom — of top chords using (2) IOd nails at each truss X �JXJIXXJCXX.X = O � N \R-30 blown fiberglass in bottom chord of trusses H -1/2" drywall with smooth finish o Two rows of beam block filled with concrete _and (D #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drywall over 1" x furringg to strips at 16" o.c. with R4.1 fr--foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 Jill For Mii FA 1111 1111 1111 01111�� MIN Tr ar at a laps and 4:ierid In V 11111 For AI Al A PANEL "A" Poles BR Load Wire Description circ# circ# Description wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Ran a #6 12.0 kw 50 2 1 a 1 20 1.8 kw #12 Pump 9 10 Drijer #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher U12 1.2 kw 20 1 1 20 1.5 kw 31:12 Microwave 15 11. Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A.C. m 18 Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 #12 Garage Door Opener 23 24 Recepts #12 20 1 1 412 25 26 Recepts #12 20 1 1 TO- #12 27 28 Recepts #12 20 1 1 #12 General Lighting 29 30 Recepts #12 20 1 1 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 I 20 #12 Smoke Detectors 3l 38 General Lighting 412 - 20 1 1 20 #12 1 Bathroom GFI 39 40 General Lighting #12 - 20 I s are 41 42 5 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt Watts Total(Watts) General Lighting (3, watts Small A fiance Circult(s). _ .pp........... Range ......................................................... Refrigerator. ........ Microwave..................................................... Dish . Washer ................................................ Clothes Washer ............................................... Clothes .Drger...... . „. „. Water Heater ................................................................. Water Pump ................................................... Garage Door,Opener sq. ft.) .. .. .. ...... .. .. ............................... ................................. .......................... .. .. 1135 3 5,205 2 1.600 3,000 I 12,000 12,000 I 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4.500 4,500 1 1,800 1,800 1 810 810 First 10000 Watts Remainder Electric Heat or A/C 8100% 21,415 1140% 10,000 945% Total 1= 1 1 Watts 10,000 O 10.000 31,415 10,000 10.916 10,000 Calculated Load Watts_ 30,966 Volta e 240 Calculated Wattage Divided bg Voltage = Total Amps Panel Size Required = 129.03 150 Amps I Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed Pe Push Button Switch -Sy- Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle o- Wall Mounted Light ==E) Waterproo ground fault circuit Light with Pull Chain (attic) G Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector 4& Flood Light Q Thermostat m Electrical Panel ® Central Vac EE1i Electrical Meter ® Smoke Detector Ceiling Pan © Television Jack Telephone Jack ACDisc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light PKR Speaker Hook -Up El Intercom F� = JUNCTION BOX TO SUPPORT A FAN O = 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 verrfg 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. �. ALL exterior outlets to be WP/GFI protected. I. 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 complg w/ FBC RM1602 10. A/C Refriggerant lines that are run thru slabs must be sleeved in PVC II. ALL A/C Equipment shall complg with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg 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 pro ress of construction. 15. All required insurance shall be provided for protection against the public liabilitg 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 gears from the date of acceptance or certificate of occupancig, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of ang other phase of installation that mag have been damaged. Yent_thrtL-_- Soffit AiC 149 CFM IOXIOX4 IN MW I&MOIRMAIRI 149 CFm IOXIOX6 Cl L PATIO/SLAB I GRE,�T ROOM I I 12xl2xlO B/A 208 CFM C Miter Registers 4L IOxIox o ceiling Pan ICI ATH � 21 Meter b 150 Amp Panel W.H. I 22" x 54" , Attic Access with light L_____J GARAGE r-----------------1 I I 1 I i I I I I I 1 I I I I i I I I I I I MECH,4NfC/4L L,4YOU7 SCALE: 1/4" = I'-O" 17. It is not the intent of these plans to show everg 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 complg with all local codes and ordinances, and shall meet all standard requirements of the local electric utilitg and telephone company. 19. The electrical system shall be completelg and effectivelg 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 bg 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'-l" shall be installed in metal EMT conduit. 25. Drger Vents to be installed per FBC RM1502 12" N 2OX20R Al JCL T I T I 1 1 I COVERED PORCH DINING ROOM 208 CFM IOXIOxl ATH 146 CFM I0Xbx6 SECOND BEDROOM 1 � j 12xl2x8 I- B/A H.B. _Ven_tthru - --- - -- �O�flt - A/C disc. iso #2/0 Aluminum feed AMP I i/x' Conduit MCB PANEL M TE AHU 2" PVC ( FPL 2" rigid service FPL Bare #6 coppe wire to #5 cont. rear in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p. G Install oulet under disc. not shown I clarity ELECT�IC,4L PL4N Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaiascomcast.net Stuart, FL 34994 UAAC000032 PATIO/SLAB SCALE: 1/4" = I' -Oil Attic Ventin Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. Carlton 299 Spanish Lakes St. Lucie County Florida Post Light with Photo cell I 0 oW PIc Co1)3 H.B. Exhaust D 7hru So ■p-p Wire For Front Post Light Date Drawn Revisions : Sheet Comm tt 12-8-16 4-4-I1 Plan Reveiw GARAGE Drawn bg: LEFT C.C.U. F - 1 I6-300 Checked bg: D-R.Ei. OF 6