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HomeMy WebLinkAboutREVISION, PLANS\n �� \ - Q) --�n\ File Copy Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end 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 i/8" thick light textured ,tucco on typical concrete block construction 12 SLOPE 4 2„ 0 COVERED PORCH :1111 Ai 5/8" thick x 8"w cut Finish Columns with I coral finished stucco bands RIGHT E L E Y `/ J� T 10 I �l 5/8" thick cut coral finished stucco bands ELE\/ATION NOTES Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastenedi with corrosion resistant tin caps and with 1.25" ring shank nails spaced C 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 I i_---J �/ " 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION - Overhangs at 1)-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 - Ann changes to this plan shall be submitted t0 the architect 26 ga. 5v crimp metal roofing attached to plywood deck using #q x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D f or approval in writing prior to starting construction. (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 - Return ALL Stucco B a n d S Into UJI n d O W or D c or . spaced 6" o.c. at all laps and two sta�gered rows 12" o.c. in field. Attach deck to trusses using attachment lots. on this sheet 4 [SLOPEi12 il 12" 12' - PE GRESS H. 0.H 3 3 ' 0'-0" = Finished Floor - - - - --------- - - -- --------- - - - - -- ----------------- LEFT ELEVATION stucco thick light textured stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands SCALE: 1/4" = 1'-0" 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 JEST zspiiation Date Design Pressure of Approved Teats 1,2,3 IM FLU 1�499.2 Single Hung Series 185 Mi Windows and doors at mar x gpo Ts WW mi4q. ation Buck om each corner end L o.c. Chareertar through PT Buck into aolla filled CMU well maintammg min 2.5" edge distance m strict adherence to the product a roval. ± 60 per A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width W-O" max height DAB n•te x ue to ew.rete ec wit i • ce nit s a55 lilt vxt. atop 3/9" x L' H HLC $Wve chore at 9' o.c. rth 1.36 �a. unhen urth min. 1' ell a Netence. In•te�l track to hock ny il) 5/IL' x 5/a' full thread lap acre•• m each bracket mamnammy mitt or i.6' •dye Natant• - GC to .tnetly adhere to product approval reside 1/IL' u•hrwt ve•hx an rdbr • t•. 10-9-21 + 50.0/-60.0 psf B FLU 16614.1 Fiberglass Smooth Pro Jold-Wen Elco 1/4" dia. tapcon with min 1.25' embedment at 3" max from corners and I1.S" o.c. max thereafter In head and jambe. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 MT Windows and doors Iq. x �pcone mitt. penetrepan at Max. tom each corner and l' o.c. al double row thereePter throug PT Buck Into solid filled CMU wall maintaining min 2.5" edge 'stance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TET Exsppu'ation Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4" tapcon with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25' self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU 11651.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing 21 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin capa and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. m field. Attach deck to trusses using attachment detail on roof plan - 108.6 PSF Siding stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0,12' dia. x 1.3" Iona rind shank nais with 3/8" dia. head. + 55.0/-35.0 PSF Hurricane Panels Flu 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia, solid set lead anchors with 1/4" dia.-20 x 1.5" long SS 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 ) 2" x 4" top plate 1I ' 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 1C o.c. base -board - N 1 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill rlterior Non -Bearing Partition m ntS Braden t Braden ,AIA, FA Wgnne Building Corp, Architects - Planners S.E.Coconut Avenue THE L i N D S C Telel (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenains comcast. net St. Lucre County Florida Stuart. FL 34996 #AACOOOOS2 12 SLOPE 14 GRE CONCEALED FASIENE OR ATTACHMEI ARE THE RaPON 131 1'OFTHE CANTRAPTORFRECORD ALL MANUFACTURE tABLESSHOWIi U FACTORS AND S GC COMR1W WITH FBC ENER Y CODE MUST REMAIN ON ALL Ra AND WINDOY UNTIL IN8PPGTIAN AP€ APPAOVEI TERMITE TREdTMENT RE THESE PLANS AND ALL i E SUBJECT TO ANY BY FIELD IN 1 IC � 9ul- D� a t fll[i0 i1' Rj'i3 R a 4bY 7A AT, 20 j­ I r, la a. ov crimp metal rooting attached to plywood deck using 49 x 1.5" woti screws with self selling 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 N1 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of IS lb felt using ed 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. l-I I -I, -II II -I 01MM7= -Q pill 'ICI III I- hD�I I -I I -I FRONT ELEVATiON mvI ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERNITTiNG 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 Height: Imo'-O" Roof Pitch: 4:12 Internal Pressure CCU` icciient: ±0.18 Sub,lectabdity to damage from: Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 = 0.126 Adjustment factor for Exposure Height: ASO desiggn Load Combinatim: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL: 0.6DL+O.6U]L Components ! Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 paf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-84.0 oaf Components t Cladding Wall End Zone Width: Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.s/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3plif 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 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: __1_5 psf FLOOR DEAD LOAD 10 psf JOB ACDRESS: � .•� �� ,,ems � HIPO L:I PP�I !80 ;AH T = Roof Zone I Wails Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Model: Date Drawn : Revisions Sheet Comm # 4-25-16 10-IS-16 Product REAR Drawn by: Approval Revision PORCH C.C.U. 4-4-11 Plan Review 1 I�- RiGHT Checked by: D.R.B. OF 5 !POSED WOF ARECTIONS :CTORS THA ORDER;TO' ABLI CODE DWN101 Klil- File C®p� FLOOR FLAN Recess top plate 6"w x 3/8"d 4" for steel support angle I� (^ D A C P O C T D= T A l l see detail on this sheet \ TYPICAL NOTES: SCALE 1/4" = I' -Oa l� �f1.711 J N...Tt S.. I. Contractor to verify ALL notes and dimensions prior to 36" high bg 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 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 42rs . No dissimilar metals to touch. " 2'/2" S. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. rz' 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 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses With screws per FBC R102.3.5. 7. ALL wood in contact with concrete shall be pressure treated. o o_ S. 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 handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department L" 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 R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 40 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. R31L - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C3L, C-19, C415, C514, CL30, C931 C960, C1002, C104-I,CIIl-1, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R702.3.5) Masonry Beam I" x L" P.T. Buck nailed to Drywall Framing Max. spacing block with case hardened nails / prior to door attachment Location Orientation Member Nail sizing options for Thickneea Spacing of fasteners inatA9lation of drywall into Maximum wood framing members h 2" x min. thickness Nails Screws Ceiling Perpendicular 24" T' 12" 13ga 1 3/8" long with 19/44' head OR 0.090' diameter x 1 1/4" long annular -ringed or 5d cooler nail 2 OR Wells Either IL" 0.080" da. x 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T, 12" 13ga 1 5/8" lloong with 19/64" head 0.098' diameter x 1 3/8" long annular -ringed or bd cooler nail a OR 0.092" din. x 1 -1/8" long with Walla Either all161. Direction 1/4" head OR Ggpsum board nail 0.0915" die. x 1/8" with 19/64" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.(, A108.1, A118.1, A118.3, A13L.1 and A13-1.1 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulat(on Shall comply with F.B.C. R31L. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11461.12 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 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 \ Simpson HETA 20 or equal with (10) I0d x 1 1/2 �naleusa 12 PRE-ENGINEERED TRUSSES ( 24" o.supporting Max. 4 F at 24"o.c. TYPICAL 18IO1bIbs. uplift (shop drawings by manufacturer) Aluminum Drip R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (l) 45 bar cont, in each row. Substitute Kaycen full o vent vdngl soffit installed precast lintel filled with concrete and (I) #5 using 1/8" din shank x IV long gaiv. bar cont. for bottom row over openings roofing nails with 3/8" die. head per product approval -see chart sheet #1 1/2" drygwall over I" x furringg strips al Ili" o.c. with R4.1 PI-foll -insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete I and shall meet all pertaining ASTM codes. block construction m Mortar to be Type M onIy proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R607.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (I) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fdbermesh OR CxC' 31:10/10 WWM on L mill Visqueen over clean compacted termite treated fill Grade `r I- i11- 14" x 14" Concrete footing 14" with (2) #5 bars cont. and #5 T Y F i C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = I'-O" Steel countertop support angle install 6" from each end and - one in center of counter. see angle detail 1/2" drywall Counter top - verify type with contractor Base cabinet 2" x 8" wood studs at IL" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL Attach buck to block wall with 1/4" die. Elco conc 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 of wall ones #8 wood screws thru jamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRiOR TO BUCK INSTALLATION Install windows thru buck into block with 3/IL" tap -con with 1 1/2" penetration at L" c.c. max. from each corner and 20." o.c. max thereafter at ,Iembe and 20" o.c. max. Exterior face et head and sill per product approval of wall -\ / \ Buck to be I' x i' PT I"x4" P.T. Buck nailed to lock with case hardened nails Detail at Windows prior to window attachment NTS Install SGO thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 4" 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 4" o.c. max. from each corner and 20" o.c, max thereafter at sill per product approval C I" x 6" P.T. Buck nailed to block with case hardened nails I r Head prior to door attachment \ fixed door sliding door ,r. n Masonry Wall -�_ \t I/2" \ . Bottom Track Sill Sliding Door Detail At Masonry Wall NTS ypical Flooring Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambe. per product approval lam h Window Schedule Mark Size Rough O en. window Descrl tion PRESSURE ZONE I. 4'-5/s"x 4'-Gis" 54%"x 54%" Single Hung ZONE 4 2. 6'-2 %a"x 5'-3 %" 15" x 43 /;' Single Hung ZONE 4 3, 2'-2" x V-2/2" 2I%='x 385s" Single Hung ZONE 4 4. 3'-I" x 5'-3%" 38" x 43'/4" 1 Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered A I rough opendnq dimensions to be verified by contractor wi h manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE q'-O" x 11-0" 108' x 84' Overhead Garage Door ZONE 4 3'-O" X L'-8" 41"%4" x 83%" Fiberglass Panel - Inswing ZONE 4 6'-O' X L'-8" �4" x 81 %2" d0°"b°°t";A° Sliding Glass Door ZONE 4 2'-0" X 4'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81'/2" 2'-4" X 6'-8" Solid Core - Wood - L-Panel 5'-04 x 6'-84 Solid Core - Wood - L-Panel - Bi-Fold 2'-S' x C-8" x 1 %" Solid Core Wood, Steel, or Masondte Door 2'-8" X L'-8" Solid Core - Wood - I. -Panel 2'-6' X C-8' Solid Core - Wood - L-Panel - Bi-Fold ALL b GARAGE W A wi Exterior doors to withstand pressures stated in permit info x on sheet ttl DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I I rough opening dimensions to be verified bg contractor h manufacturer s specs prior to construction 12" 3" Verify attachment hole location with GC prior to fabrication 3/8" steel OT EE EO EO E EGRESS E O i i O Filled cell under O r- -girder above T WIRE LATH t STUCCO CEILING O 19'-9" ` 3 9" MASTER 7C E =° BEDROOM o Loilti E I Flat Ceiling I E I M r E N I Vanity to be O I O 34 %2"high O Rod t Shelf = �8'-O" tol9'-e" A.F.F. T VaultedlCelling o 6'-4" E mi L °� GREAT' ROOM � Ir LOS T I- I H.B. H - J _,., i -1 RI d t Shelf � N� s n E s Q E 's N n II W - E I tom m"�2 O �37" g7m, DRY IV E 91 51, ° LAUNDRY I O w e" I F-_dJ1J,8'-0" to 9'-8" A.F.F. O v Vaulted Ceiling " °' H IIf E I DINING be Vanity high ° 34 y2„high I I ROOM in le" i 42" 1 - , T counter tops to I `r overhang ll 1 .5" 3/8" thick steal 5' we -3" 1 p counter top supports 90"E eq. eq. counter tops to E O 6 over ang wall I.5" T If � I m 1-2 CAB U O Obo +41" high wall W i o o SECOND 0 o BEDROOM KITCHENto I e'-o" - 8'-O" A.F.F. to I9'-8" A.F.F.; " Flat Ceding, r O I �% Vault d Ceiling m 0 Upper cabinets to - a ' extend over Ref. • I R - REF. NO V NT 12'-8 4"" 3a" CLEAR 0 " H.B. OPENING L - - - J -77 o- W.H. R-11 Batts Inwlatian Provide G N auto THIRD �, O closer See detail onallthis ° BEDROOM - sheet If F�# w I O EV T O I =\y°n AL c Acess I I Q s with light ] A/C qkJ Flat Ceding - 8'-O" A.F.F. v m Flat C/elling #1 T o'e G,4 R /� C 2'-e" 0 m - Block wall in O ET MT " a garage to be T Batts Inwauon Provlde auto E 2'-8" / struck block e+ closer 13'-0" 150 Ami p Panel EMERGENCY Oi+l EGRESS I I B E ---� O O T GOLF CART[ O - (17 GARAGE � CID� I �" I 13'-0„ I I 1 iti E I I I I (] T EE 6" COUNTER TOP BRACKET DETAIL A A 2'-8" 9'-O" _ I 2'-8" _ 6'-4" I 2'-e" I 9'-O" 2'-8" Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 2-12 sq. ft. Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. r'iie C®pN' ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 98 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Keu Area Ede Field Fastener Pressure 11-81­ Zone 1 6" 6° 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 19 psf Zone 3 4" 8d ring shank 84 psf ** Zone 3a 6" 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 Concrete / Lintel C olumn Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel t\ Provide Cast -Crete BUB-OB/OT precast '- lintel set in mortar .I Min. 8" Bearing - Verify with Plan 12 "x 12" IF__XColumn Block `I# 1 Rebar to Lintel Rebar 48 Bar Da. 'tin. Overlap A ttachmnt BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with US 900 bend bar with a 10" min. lap at top bar. F C C F FLAN Scale : 1/2" Provide #5 bar set in pre -cast lintel into beam where length of the opening calla for it. — O 1 i— O ii i h d e PT Buck ed per iamb into filled C. 4" Pre -cast Sill \ ver angs at un ass of erwise note on this sheet — Roof pitch at 4:12 unless Otherwise noted on this sheet Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior 1 to construction for layout 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 ruled cell steel into continuous rooter steel. CBS WALL Scale: I/2" = I'-O" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vent. leg of truss with IOd x I.5 nails at 4" O.C. 'v Install Simpson MGT into wall using r+ 5/8' dia. threaded rod set min. 12" \ into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL 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 ASTM D Type 2 felt paper using Bid nails. Substrate to be I9/32' COX Plywood nailed at 6" o.c, in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt 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 V 1 1 1 1 1 11 1 LiNTEL SCHEDULE Mark Window or Door"H" Unit Width Lintel Size Cast -Crete Specification Rows of Block Above Bottom Steal Size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-6" BF8-OBAT 1 #5 3069 1 1549 1024 L31 2'-6" 2'-e" 3'-1. 4'-0" BPS-OB/IT I #5 251I 1363 70 L45 4'-5" 5'-10" 9F8-OB/IT I #5 I105 909 339 L50 V-O" 6'-V 8F8-OBAT 1 #5 1238 ass 121 L60 6'-8" T-L" 8F8-OBAT 1 #5 1011 121 534 LBO 8'-O" T-4" 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-0" I0'-6" BF8-IB/2T I #5 2 95 443 530 401 L90B 9'-O" 10'-4" 8FI6-I15/2T ONE I #5 2 #5 1533 1183 401 LI00 10'-O' II'-4" 8F8-IB/2T I #5 2 #5 582 494 452 LIOOB lol 11'-4" SFI4-8/2T ONE 1 #5 2 #5 13L4 1028 452 LI20 12'-O" 13'-4" BF8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" BFIL-I15/2T ONE 1 #5 2 #S 1015 110 324 LI40 14'-0" IS'-4" BFI6-I15/2T ONE 1 #5 2 #5 1250 609 259 LILO IV-O" li'-4" BF8-IB/2T I #S 2 #5 300 192 194 LIOOB I6'-0" IT-4" 1 BFI6-I15/2T ONE I 1 #5 1 2 1 #5 9SO 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails f 24" o.c.) supporting Max. 18101bs. u lift Aluminum Drip Edge t Fascia 1/2" thtc stucco on attached to horizonti 12° framing with nails or 2" x 6" Sub-Fasel no less than 1-3/4" horizontal wood frameA //�9 � into vertical wood rr Kagcan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gals. 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) #1 bars vert. toj_ ' into lintels above thicken edge to 8"xB" with concrete and one #5 bar continuous BEYOND Top of Tooter 16" below finished floor Aluminum Drip Edge it Fascia Poured Cot concrete b Poured Concret concrete block t Concrete I Manufacture Flash and Counter flash Nail ledger to gable end truss with (2) IOd fs at each web hi -rib lath vertical wood s to provide :ration into 3/4" penetration 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 chors Per Space lax. Aluminum Panel Sizes per manufacturer — See Tueicol Stud Detail 1/8" x 3/32" Wmg Nut w/ appropnate washer and spacing per manuFacturer's Details v � 013' on F. o94, n m� in in in m Stud Detail Stud w/ Die Cost Zinc NTa Nickel Plated Wing Nut Flush Mounted Shutter Detail nt5 Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Base Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) 10d nails at each truss PRE-ENGINEERED WOOD TRUSSES >a 24"o.c. TYPICAL ( shop drawings by manufacturer ) in N � X O� rn N Q dto L 4- o a n O L = - N N C C o is a 6 0 X LLq) p w a) L L � s \R-30 blown fiberglass in bottom chord of trusses /2" drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) U5 bar Cont. for bottom row over openings 1/2" drywall over I" x Furringg strips at 16" o.c. with R4.1 pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R-T02.3.1 _T and shall meet all pertaining ASTM codes. m Mortar to be Type "M" onlyy proportioned --per FBC R601.1 and Mortar joints 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. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill 11 IIIIIIIIII1111�11�1111,�11111111�111111�1111 I1114III I;,IIII — 1111�1 F3 T�plcal SctIor at 1=ront F)orch r • - • - ♦ ♦ • % 4, •in in Simpson HET,A 20 hurricane anchor at each truss ( 24" o.c.) Zpporting Max. 1810 lbs. uplift HETA 20 Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to /truss leg per detail on this sheet (V —_ L60 \1 BI LIOOB L905 BI - O_ — BI UJI o o L90B O BI N Q BI I I LU 12" BI ;`; H I L4 12 (11 SLOP 4 Q ll. 18, c uf tf AC (n E W Ell ur L22 BI L3 VAU ED (ARE L � N O U Ul U E B 45 B I 18' - 6'l a I W � (V I2 UZI 4 SLOPE Q� !" L31 BI I W w Gulf Coast Supply and MFG 5v Crimp Metal rx in L #II 1.12 26 a. Sv crimp metal roofing attached to pig d e k ng #9 x 1.5" ype a un r ymen ins e m laps fastened with corrosion resistant tin caps in n, wi e s e 1.25" ring ank adsl 12" 9 s aced 6" o.c. at all laps and two eta gered ruw o.c. In f d. ttach H I (Y L31 BI N 22" x 54'' Attic Access BI with light - W t t \ � _N I II BI \ \ ao L31 I I 12 I \ I B'-o"' MSLOPE 4 I DD SPACE( I I I I I I I I \ I L22 BI BI BI 1 22 ; (" O i HE O A BI B1 L-104 1- B1 BI L90 BI LLO HETA 20 HETA 20 Simpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss Provic l 24" .c.) supporting Max. 1810 lbs. uplift Wynne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RIGHT )ate Drawn 4-25--16 Drawn by: C.C.U. Checked by: D.R.B. Revisions 10-18-1(. Product Approval Revision 4-4-I f Plan review Sheet es OF 5 i i � r4 na e downspout Comm # I�-l59 File Copy PANEL "A" tire# Description Wire Load BR Poles 2 AHII #10 3.5 kw 30 2 Poles BR Load Wire Description arc# 2 40 1.0 kw as A/C comp 1 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Rena ttL 12.0 kw 50 2 l 8 I I.8 kw ttl2 Pump 9 10 Dr er #10 5.0 kw 30 2 II 13 12 14 1 1 0 !20 1.5 kw #12 Dishwasher #12 1.2 kw 20 I 1.5 kw 912 Microwave 15 it Refrigerator #12 1.2 kw 20 1 1 0 1.5 kw #12 Kitchen S.A.C. 11 Is Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 epts 412 20 1 1 20 1.2 kw 412 Clothes Washer 21 epts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 124Recapta epts #12 20 1 1 20 4 kw tt12 25 #12 201 20 1.92 kw #12 2l epts #12 20 1 I Is #14 General Lighting 29 30 Recepts #12 20 1 I Is #I4 General Lighting 31 32 Recepts #12 20 1 I IS #14 General Lighting 33 34 Exterior GFCI 412 - 20 I 1 15 #14 General Lighting 35 36 Bathroom GFI #12 - 20 1 I 20 - #12 Smoke Detectors 31 38 General Lighting #14 15 I I 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting l3, watts sq. Ft.) . .. _ .. .. _ $mall..A..pllance..C..Ircult(s), ..... ................. Range. . ................................... Refrigerator .......... .. ................................. Microwave ............................I........I................. Dish Washer. .Clothes..Washer............ ............................... .Clothes ..Dryer ................................................ Water Heater ............ ...... Garage, Door.Opener........................................ 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 I 1,200 1,200 1 1500 1,500 I 1.200 1.200 I 1,200 1,200 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 9100% 1 I0,000 10,000 Remainder 21,415 940% 1 O 10,000 10,966 Electric Heat or A/C 10,000 865% 1 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ isingle Pole Switch ® Recessed Can Light r.9y Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light w F Waterproof, ground fault interruptef 3roa Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cm Carbon Monoxide Detector Flood Light Q Thermostat m Electrical Panel ® Central Vac rc=21 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack Arc A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® KKR 1 Speaker Hook -Up 0 Intercom ®= JUNCTION BOX TO SUPPORT A FAN 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 RM1602 10. A/C Refriggerant 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 by 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. 16. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 14. Contractor shall gguarantee 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 company. #2/0 Aluminum feed I'h' Conduit --, 2" PVC ( 2• ELECTRICAL Vent thru Soffit— #4 c per wire cont!i`T. r in slab RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. l� manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by 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 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install oulet under disc. - rot shown for clarity NIC,4L L,4YOU O= THERMOSTAT LOCATION SCALE: V 4 " - I' - O' MAST R BEDRO��, M i �S I I \ I rCLOSE i i ' � PORCH �\\ IP GFCI \ I GREAT L.L F / DRYER• ASHER // LAUNDRY ' / /- = r I ' � 1 S I CM \ c SECOND BEDROI,OM, 1 I / / THIRD BEDROOM,-- , i ,Y i 150 Amp Panel GFCI \ r--------�_ Garage Door I Opener I GOLF CART, GARAGE I I GFCI I I ROOM DINING ROOM / CAI I 1 �, IG/hT�HEI�I 1 C�, I ®=RQWAVE / REF. NON -VENT / 38' CLEAENINGR 0 4- - GFCI GF( / Fc1 / \ 4" 0 Steel Ballard / See detail on this sheet F>I ---m 2�yp 'a I ,Attie A sass L - - ® I Y \ I r.7 LPTIONAL OCATION PANEL L / � / / 1 GFCI \`\ GARAGE e� \ GFCI / r------- �-------- i / j Garage / I Door 1 I Opener I 1 I i I I I i I I i to a lights---------------- j I CPost Light with SCALE: 1/4" = I' Photo cell Attic Ventina Calculations Total Attic Space = 2101 sq. ft. FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Sof'f1t Braden It Braden AIA, PA Architects - Planners Wynne Building Corp. BTel Tel Fax E-mail: Stuart_ FL S.E. Coconut Avenue (112) 281-8258 : (112) 281-8283 bradenaia�comcast.net 34996 #AAC000032 T I I E 1�1 I I I j j�l w I I `� j 1 C, O R d..�y I `� Spanish Lakes St. Lucie County Florida Center Post Light between driveways rm MODE Date Drawn Revisions ; 4-25-16 10-18-16 Product R E A F Drawn by; Approval Revision FOR( C_C.U_ 4-4-11 Plan review R I G H Checked by: D.R.B. E URl(re For Front Post Light Sheet E-1 OF 5 Comm # IS-l59