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HomeMy WebLinkAboutbuilding plans 2\n 0 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" Woo d 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 malls spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction u i� 12 SLOPE 4 COVERED PORCH -------------------- 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands RIGHT ELE\/ATION Y 5/8" thick cut coral finished stucco bands 12 4 SLOPE 12' l.H SCALE: 1/4" = 1'-0" 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 (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin cape 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 , _ _ BGRESSII Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 (tgpe 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 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 12" 2„ O.H. .H. 7 .. O'-O" Finished Floor ELE\/ATION NOTES: - Overhangs at 1'-0" unless otherwise noted on Roof fi Ian - Roof pitch at 4:12 unless otherwise noted - Ang changes to this plan shall be submitted to the architect for approval in uJriting prior to starting construction. - Return ALL Stucco Bands Into Window or Door. I i 0'-0" = Finished Floor ----------- - - ------------ - - - - -- -- --------------- CAP (Als a- 5/8" thick light textured LEFT ELE\/ATION stucco on typical concrete block construction SCALE: 1/4' = 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doore. SlidDoors. Manufacturer Mi Windows and doors DAB Windows dt Skylights Glass Attachment method Ezspiration Date Design Pressure of Approved Tests Opening Type NOA/FL NUMBER Product Model ii IEE, x gpc x. WW nirl. CC n t1on at meeXX rem each caner end i o.c. thereaftar throilgT� T Buck into eolid food Cpr wall moprovang min 2.5' edge distance in atnct edharencs to the roduct approval. a :s hgrxvr . Camp 3/9 i a' Hla HLC awseva enchxa eta d 0011 With h tss d�a eaaha a girth as T shis distance. Instal � track to buck p fl) 5/ii• : 5/a' r'M thread ley .emu m cash racket mmntwning sa d 1.6' edge 6atenee - 6C w newy adhare to product approval rov'.dI VIC usher an rdler atw ± 60 psf + 50.0/-60.0 sf P 12.3 A FL# 11499.2 16-0330.02 Single Hun 9 9 Overhead Garage Door Series 185 Model 824/811 9'-4' max. width 16'-O" max height 10-9-21 B FL# 16614.1 Fiberglass Design Smooth Pro Jeld-Wen Elcc 1/1' dia. tapcon with min 1.25" embedment at 3" max from corners and 1.5' o.c. max thereafter in head and jambs. + 50.0 PSF C FL# 15332.2 Sliding GIS6a 9 Door Series 420 MI Windows and doors q� x �{p cons enotrema et max. roe each caner and l o.c. ale raw t�ereaPter Lhroug PT Buck Into slid figsd CHU wall maintaining min 2.5' edge istance in auict adherence to the praeluct approval. + 48.2 PSF - Product NOA/FL NUMBER Model IIIManufacturer Attachment Method E � TEST Date Design Pressure of Approved Teats Mullions FL# 15353.8 CM-18631 vertical mullion Mi Windows and doors For CMU use (D I/4" x 2 3/4' tepeons with min I I/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 p Metal Roofing Gulf Coast Supply and manuf aeturtng 26ga. BY cnwp metal roding attached to plywood deck using tt4 x 1.5" mood scram with self sealing washer at 12' o.c. max aganng over ASTM D (tgpe 2) 30 Ib 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 ?paced L o.c. at all laps and two stagggered roue 12' o.c. in field. Attach deck to trusses using attachment detal m roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vingl Soffit Kaycan Install using 2' x 2" battens at 6" o.c. screwed to soffit framing using 48 x 3' wood screws at each truss. Install soffit to battens using e +55.0/-35.0 PSF Hurricane 24 Gauge Global Protection Install using 1/2' dia. solid set lead anchors with 1/4" dia.-20 x 1.5" Fin 15014.2 Products LLC long SS screw head combo. with Neoprene washer at 12 1/2' o.c. ± 45.0 PSF Panels Storm Panels along the bottom and IS" o.c. at the top I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 5/8" thick x 8"w cut / coral finished stucco bands 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board II II / 211 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts 12 4 SLOPE_ COVERED PORCH 5/8" thick light textured stucco on typical concrete block construction REAR ELE\/ATION 12 SLOPE 4 FE F -1 File Copy TERMITE TREATMENT RE CONCEALED FASTENERS OR ATTAI ARE THE RESPONSIBILITY OF CONTRACTOR OF RECOR ALL MANUFACTURES LAI U FACTORS AND SHGC WITH FBC ENERGY C REMAIN ON ALL DOORS. File Copy TERMITE TREATMENT RE CONCEALED FASTENERS OR ATTAI ARE THE RESPONSIBILITY OF CONTRACTOR OF RECOR ALL MANUFACTURES LAI U FACTORS AND SHGC WITH FBC ENERGY C REMAIN ON ALL DOORS. ,. pk r. ti • i"� li �''4r t MY . dint .t t Y%� 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0' -1 HESE pLANS AND ALL F ARE SUBJECT T4 ANY REQUIRED BY FIELD IN ." MAY:BFa NECESGARI 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5" wood screws with self se6ng 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 11��' laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails u r,n*J�1 spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach [ y,1,ttCIF ) FORrolJ T V ill eck to trussea using attachment detal on this sheet >11VVIVNN eD gpg�t VLI."'et.d a FRONT ELE\/ATION 1)ATr L 0 pi.ANS AND PER2.IIT •1lJSI' BE LN51,EC110N \Y1LL DL ^ 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Sd nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4' = 1'-0' 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 Buildiri Design is; Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Hill il�'-pp" Roof Pitch. 4:12 Internal Presswe Coefficient: ±0.18 SubJectabihty to damage from: Weathering: Negligible Termites: Veru Hal Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASO design Load Combinatim: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LLOL Components f. cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 par Roof Zone: 2. +20.6/-51.0 par Roof Zone: 3. +20.6/-84.0 psf Components 4 Cladding Wall End Zone Width. Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 per Wall Zone: 5. +35.8/-41.8 par Components 4 Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3oaf Shear Walls Considered for Structure? Yes Continuous Loac Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 pat, 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: psf FLOOR DEAD LOAD: IO paf JOB ,ADDRESS: ��O ';'\X'-" e< TO C I20PITCH = Roof Zone I Walla Zone 4 = Roof Zone 2 Walla Zone 5 END ZONE Corner Zones Roof Zone 3 Braden It Braden AIA, FA Wynne Building Corp. Model: Date Drawn Revisions : Sheet Comm # Architects - Planners 41l S.E. Coconut Avenue I I THE leU I N D S O R REAR 4-25-F6 Drawn t)y, 10-18-I; Product Approval Revision 4-4-I� Plan Review 1 -Irj Tel : (112) 281-8258 PORCH C.C.LI. Fax : (112) 287-8283 Spanish Lakes RIGHT Checked b y E-mail: bradenaiaOcomcast.net St. Lucie County Florida D.R.B. OP 5 Stuart. FL 34996 #AAC000032-110 WOhi ONS THAT ©DES.` JO-- FLOOR Recess op plate Ow x 3/8"d Counter top - verify type with contractor steel, support g �3 CRASH i"OST DETAIL see detail othis sheet h TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3L" high bg 4" diameter pproceeding with Work. g steel crash post. Floor Flange with 4 - 3/8" Steel countertop support angle Install L" from each end and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8't 50 kw steel plate) see angle detail e" a minimum 1,400 F.S.I. fiber stress. 61. I/2" drywall wood studs IL" o.c. at at x 4. No dissimilar metals to touch. :2 2'/," 2" x 8" PT wood plate 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 1 concrete and/or 4 000 P S I grout mix o 6. Drywall at ceilings shall be leveled and attached to bottom chord a su z'r, KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R-102.3.SJ. 2%," Attach buck to block wall with 1/4" din. Elco 7. ALL Wood In contact with concrete shall be pressure treated. O O conc screws with min. 1 1/4" penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. y;, and -4 max from each corner thru 2" L" PT Buck Exterior face x or wall 9, ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at Water heater in accordance sties with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 48 wood screws thru jamb into buck handicap accessibility requirements. 2''' si;' Detail at Door pt each dings and max and riot to door attachment ��" 12. Lowest finished floor to be set bg Governing Building Department L'" ;, NTS surveyor t0 set In field. 13. Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 1-4. Door between garage and residence shall be 1-3/'4"t 20 min, rated door NIST BLOCK LATIONRIOR TO BUCK Water Heater Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at L" o.c. max. IS- Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9-1 p from each corner and 20." o.c. max thereafter 20" 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 at jambs and o.c. max. Exterior face at head and sill per product approval I-1 All d tt n Intlo n materials Installed on attic floors shall have a critical radiant of wall Buck to be 1" x 4" PT expose Ic I flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation "Varies materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31� - see permit info box of code edition 18. Gypsum board material shall conform to ASTM G36, C-i9, C4-15, C514, C630, C931 1"xV P.T. Buck nailed to C60, C1002, C1047,C1171, CII18, C12�f8, C1395, or C139(o and shall be installed a t l U I fl Cl OW S lock with case hardened nails D e t a i l according to the following: (FBC R102.3.5) Masonry Beam Prior to window attachment I" x 6" P.T. Buck nailed to / NTS block with case hardened nails prior to door attachment. Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for Installation of drybwall Into 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, AGJ and A13-1.1 20. Cement, fiber -cement or glass mat g psum 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 accompanying 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 Sv Crimp Metal roofing FL #1165IJ2 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x LV" 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 sfiank Halls 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 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift 12 4 F- PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) Aluminum Drip \R-30 blown fiberglass Edge E Fascia In bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute Kaycan full o vent vingl soffit installed precast lintel filled with concrete and (1) #S using 1/8" die shank x 1.5' long gaiv. bar cont. For bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #I 1/2" drywall over I" x furrin strips at 14" o.c, with R4.1 PI -foil 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 T and shall meet all pertaining ASTM codes. block construction Mortar to be Type "M" onlg 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...) #5 bar w/ 30" overlaperlap Fill cell with concrete and at each filled cell (I) #5 bar vent. (tgpicaU. Max, spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 411x6" #10/10 WWM on L and Visqueen over clean compacted termite treated Fill Grade _ _- . IIII IIII-IIII =IIII =1 14" x 14" Concrete footing 14" with (2) #5 pars cont, and #5 T Y F` I C A L S E C T I O N transverse bars at 48" o.c. Scale : 1/2" = I'-O" / Install SGD thru buck into block with 3/16" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval O O Use 3/14" 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 approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door n Masonry Wall - 1 Bottom Track Typical Flooring cJ Ill Install SGD thru buck into block with 3/16" tap -con with S l l d i n g Door D t a 1 l 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c, max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Window SCHedule Mark Size Rou h OiDen. Window Description PRESSURE ZONE I. 4'-5%"X 4'-4 %8" 54%"x 54Ya" Single Hung ZONE 4 2. 4'-2Ya'x 5'-3 %' 15" x 43 %4" Single Hung ZONE 4 3. 2'-2" x V-2i2" 21Y,"x 38%" Single Hung ZONE 4 4. V-1" x V-3%" 38" x L3'/4" Single Hung ZONE 4 ALL Windows to be aluminum Windows w/ tint nd mullions per elevations. LL windows to withstand pressures in permit info box on sheet I LL windows in bathrooms to be tempered Al rough opening dimensions to be verified by contractor wi h manufacturer s specs prior to construction Door ScHedule M rk Size Rough Opening Door Description PRESSURE ZONE 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X c-8" 41014" x 83%4" Fiberglass Panel - Inswing ZONE 4 L'-O" X 6'-8" 14" x BI %;' ;f; ;at ... Sliding Glass Door ZONE 4 2'-O" X C-8" Solid Core - Wood - 6-Panel-BrFold Finished 24" x 81'/2' 2'-16" X 6'-8" Solid Core - Wood - L-Panel 5'-0" X 4'-8" Solid Core - Wood - L-Panel - Bi-Fold 2'-8" x C-8" x 1 %" Solid Core Wood, Steel, or Masonite Door 2'-8" X C-8" Solid Core - Wood - 6-Penal 2'-v X L'-8" Solid Core - Wood - L-Panel - Bi-Fold ALL b GARAGE WITHSTAND A wi Exterior doors to withstand pressures stated in permit info x on sheet 41 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 rough ope Inino dimensions to be verified bg contractor h manufacturer s specs prior to construction 12" Verify attachment hole location with GC prior to fabrication 3/8" thick steel break Z H.B. O W W 0. F W F 01 12° 8'-I0Y2" " Y2" 0o ao 00 0 0 EGRESS 0 Filled cell under P O R C H - girder above WIRE LATH & STUCCO CEILING 19'-91, o Ear V MASTER BEDROOM o c 0 Flat Ceiling I I � Vanity to be O I O 34 Y2"high _ Rod &Shelf r11111ii-8'-O" tol9'-8" A.F.F. Vaulted Ceding i.n IN GREAT' ROOM J m LOlitS T i� i o H Rod Shelf I r a a.c A to - 32" DRYER ASHER v 9' 5" ° LAUNDRY I O � � I N 8'-O" to T-8" A,F.F, O H r I Vaulted Ceiling DINING Vanity to 34 Y2„high be I ROOM 8" 42° I I - n E 1 tr counter tops to overhang wall "S"9'-5" 3/8" thick steel O 5'-3" 901,I leq. counter top supports eq, coup er tops to over anq wall 1.5" Ln m SECOND q BEDROOM rlII1b8'-C" A.F.F. O Flat Ceiling r F r � 12'- 8" ®� THIRD BEDROOMm Q O r = 8'-0" A.F.F. n A/C Flat Ceiling If �r O � cn R-II Betts Insulation Provide auto closer ISO Amp D Panel 3. i+) i r----------------- i\ I I I I I I � I ° I GOLF CART (17 GARAGE L" COUNTER TOP BRACKET DETAIL +41" high wall KITCHENto_ • extend over Ref I 1 " _" :;:..r.^, ins....•rrnsfro.....•rocsssr.•rn,.rssrr.• R-11 Sat. 4"cl) Steel Ballard See detail on this Attic Access V with light_ jF 0 O ' j r r • in %IFlat Ceiling I� O Block wall 1nz0 MT F)Q garagge to be 2' 8„ Q�atruck block 13'-0" IERGENCY EGRESS r------------- ---� I I I I I I I i I I i I I I I I I I I I I 1 I i �❑O�D O�DD������U Down • • Q O H.B. s- in Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 2-12 sq. ft. Garage = 4r; Under Roof Total = 2,484 sq. ft. File Copy ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for root' stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressur Zone 1 6" 6" ed ring shank 45 psf Zone 2 4" C 8d ring shank % psf Zone 3 4" q " 8d ring shank 84 psf ** Zone 3a 6" 611 1:8 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 Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete BUS-OB/OT precast - lintel set in mortar Min. 8" Bearing = --- Verify with Plan Concrete 12"x 12" / Lintel �—� Column Block #1 7 Rebar Rebar -48 Bar Dia. Min. Overlap Column to Llnt1 Attachm&nt NTS Provide 95 bar set in pre -cast R C C F f= L /4 `t Scale : 1/2" = 1'-0" lintel into beam where length or the opening calla for it. on ovide PT Buck .ached per iamb all$ into filled c 4" Pre -cast Sill ( — Overhangs at 1 —O unless otherwfse noted on — Roof pitch at 4:12 unless otherwise noted on — Truss shop drawings to be provided bg manufa( = — Any changes to this plan shall be submitted t( architect for approval In Writing prior to Start — ALL TRUSS TO TRUSS CONNECTIONS E TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prlc to construction for layout and uplift verlflcatto Poured Filled Cell — Contractor to provide for Form Board Surve( Form Board Survey to Truss Company prior ti de #5 bars with min. 48 bar .ers overlap in filled cell. Tie cell steel into continuous • steel. CBS WALL Scale: 1/2" = I'—o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vart. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using r' 5/8' dia. threaded rod set min. 12" nto wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer or ASTM D Tgpe 2 felt paper using Sd nails. Substrate to be 19/32' CDX Plywood 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 #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 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 le Additional Precast Lintel 45 bars Lintel Bar Clear "A" "B" `� Length Length Span Bars Bars r",".`.9 r` •i`''.`alcLEAR 2'-10" 2'-8" none i I •� i 3'-6" 3'-4" 2'-2" 2,#3 none BFB-OBAT 8F8-IB/IT BF8-IB/2T Additional 4'-0" 3'-10" 2'-81, 2.#3 none - #5 bars CLEA '`A�, 4116" 4'-4" a`2 none •`. = One Row of "H" 5'-4" 5'-2" 4'-O" 2,tt3 none J';ap:`: Block Above none r ; Precast Lintel r' I none ti, Additional `+'. i-4" y ----" #5 bars 1` 7'-O" 6'-2" 2,#5 none BFIL-IBAT BFI4-6/21' 2,45 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel-I.5" 2. mm. bearing required a ea. end=8" 3. standard for remf. 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 S1Ze Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" V-L" BPS-OB/IT 1 #5 3049 1569 1024 L31 2'-0 4'-0" BF8-OBAT 1 45 2561 130 11,43 L45 4'-5" V-10' BPS-OBAT 1 #5 1105 1 909 339 L50 V-O" C-L" BF8-OB/IT 1 #5 1238 835 121 L60 6'-8" T-V 8F8-OB/IT I #5 1011 121 534 L80 8'-0" '1 SF8-6/21' 1 #5 2 95 152 591 512 L90 9'-0" 10'-L" 8F8-I13/2T 1 #5 2 #5 443 530 401 L90B 9'-0" 10'-L" BFI6-I8/271' ONE 1 #5 2 95 1533 1183 401 1_I00 10'-0' ll'-4" BF8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" 1 11'-4" BFI6-8/2T ONE I 1 #5 1 2 1 #5 13LL 1 1028 452 L120 12'-0" 13'-4" BF8-6/21' 1 #5 2 95 411 428 324 L120B 12'-O" 13'-4" BFI6-IB/2T ONE 1 #5 2 #5 1015 110 324 1.140 14'-O" IS'-4" BFI4-8/21' ONE 1 45 2 45 1250 609 259 L160 16'-O" IT-4" 8F8-IB/2T I #5 2 #5 300 142 194 LIOOB I6'-0" IT-4" I BFI4-6/217 ONE 1 #5 2 #5 950 soo 1.14 - 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 IREGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE L-OAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" 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. 18101be. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fascl Kali full o vent vingl soffit installed using 1/8' dia shank x 1.5' 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) #1 bars vent. tied_ — into lintels above thicken edge to SW" with concrete and one #5 bar continuous BEYOND Top of footer I6" below finished floor V —IIII IIII ' 12 4 �— 1/2" atta framl no li Aluminum Drip - Edge t Fascia Poured concrete Poured Cori concrete bloc) Concret< Manuract] 3 4Iumnum Panel imes per manufacturer See 7Ltucal Sea Date] 1/8' x 3/aT Wing Nut w/ appropriate washer and spacing per manufacturer's Details I Stud Detail St"d w/ Die Cast Zinc ] Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Flash and Counter -' flash Nail ledger to gable end truss with (2) lod I at each web ]ck stucco on 3/8" hi —rib lath d to horizontal and vertical wood with nails or staples to provide than 1-3/4" penetration into al wood framing end 3/4' penetration rtical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 95 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 - a Slope per foundation plan Wood Brace Gable end with 2" x 4" SYP 42 Slit back nailed to bottom or top chords using (2) IOc nails at each truss PRE-ENGINEERED W ® 24"o.c. TYPO ( shop drawings by mar " \R-30 blown fiberglass in bottom chord of trusses /2" drgwall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitut precast lintel filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o,c. with R4.1 frfoll insulation on tgplcal 8" Block walls All drywalto be installed per FBC RIC and shall Peet all pertaining ASTM codes 4 Mortar to be Type "M" only proportioned and Mortar joints shall comply with FBC Provide Dur-O-Rock at all wet areas (e Fill cell wnh concrete and (l) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 4"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill f'CI IT-1 11 1114 ] —FI T IIII— i i ] i-\ 3 �-p al Section at Front Forch Braden t Braden AIA, FA Coconutvenue :- Stuart, FL 34994 __ •��• Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 6/8' dia. threaded rod with min 12" embedment / 1A11 — — N_ __. __ _ nw _ Into hPAm Pit kPr min+ eP4 L W_ralne Building Corp. Spanish Lakes St. Lucte County Florida nurricane ancnor at each truss ( 24" o.c.) supporting Max, 1810 lbs. Uplift MODEL: REAR PORCH RIGHT Provide downspout Date Drawn Revisions : Sheet Comm 4 4-25—I4 10-18-16 Product Drawn by: Approval Revision C.C.U. Plan review Checked by: D.R.B. OF 5 Re -010 AN 1 FA File Copy PANEL "A" Poles BR I Load Will Description cw arott Description Wire Load BR Poles 2 40 1.0 kw us A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw tt10 40 gal. water HTR 5 6 Range ttL 12.0 kw 50 2 1 e 1 20 1.8 kw #12 Pump 9 10 Dryer #10 5.0 kw 30 2 II 12 1 20 1.5 kw 412 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw 412 Microwave IS 16 Refrigerator 912 1.2 kw 20 1 I 20 1.5 kw tt12 Kitchen S.A.C. n IB Recepts tt12 20 1 I 20 1.5 kw 412 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 I 20 0.81 kw 412 Garage Door Opener 23 24 TRecpts #12 20 1 1 20 1.4 kw #12 25 26 1 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 I IS #14 General Lighting 29 30 Recepts #12 20 1 1 15 #14 General Lighting 3l 32 Recepts #12 20 1 1 15 - 414 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 414 General Lighting 35 36 Bathroom GFI u12 20 1 - 1 20 #12 smoke Detectors 31 38 General Lighting ttN IS I 1 20 #12 Bathroom GPI 39 40 General Lighting ttN -- 15 1 s are 41 42 1 s are PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) .general Lighting ,(3. watts .aq.. ft.) ... .... . .. . . . .. . .. Small_ ,A,ppllance. C.ircuit(s) . . .... ... ..... ... . ......... ... Range Refrigerator .. Microwave ................................................................. Dish Washer ................................................................. Clothes..Washer............................................... Clothes, .Dryer ................................................ Water Heater ................................................. Water. Pump ................................................... Garage. Door. Opener ...... .............................. 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1500 1,500 1 1200 1200 1 1.200 1,200 1 5,000 5,000 1 4,500 4.500 1 1,800 1,800 1 810 810 Total Watts 31415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,4i5 e40% 1 O 10,944 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 90,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 1 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ ISingle Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -CrExhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light F1 Waterproof, ground fault mterrupte K Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn I Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac rc::3i Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack O Telephone Jack ACDiscA/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® sv Speaker Hook -Up I❑ Intercom ® = JUNCTION BOX TO SUPPORT A FAN Electric Notes: A/C dac. 15o #2/0 Aluminum feed AMP I " Cori PAN %sEL Vent thru Soffit -- AiC 124 CFM IOXIOXb MASTER' BEDROOM 124 CFM IOXIOXb i i i i F 1, - 12xI B/A /A 12x12xI0 B/A L J 141 CFM IOxiox-i PORCH 141 CFM IOXIOxl 8x•4x4 9 CFM I GREATI ROOM tLO-C SETI I I IOx6x6 o -- 50 CFM - - DRYER ASHER I r LAUNDRY 4 CFM 8x•4x4 I 141 CFM IO 12" 1171 ° I ° i I 16 CFM DINING 8x4x4 ROOM �� � I I �J I 12x12x8 B/A��1 in DW I Ill CFM 12x6x1 SECOND BEDROOM 12xl2xe B/A 100 CFM IOx6x6 I. Use copper wire only, no aluminum. �1 detectors. 2. Provide and wire all required smoke 3. Contractor to verify location of electrical 150 Amp Panel service and provider. AHu 4. ALL paddle fans shall be on a rheostat. PVC if 5. ALL bath and kitchen receptacles to be GFI protected. 2" r I GOLF C A R 6. ALL exterior outlets to be WP/GFI protected. " `^''^ GARAGE 1. Recessed cans to be installed per NFPA requirements. 1 8. AFCI receptacles are required in all rooms except 1 Kitchen, Bathrooms, and Garage. 2• rigid service FPL Bxs sL coprpe�°`;� dah to as cant. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 i 10. A/C Refr1gerant lines that are run thru slabs must be sleeved in PVC ELECTRICAL. RISER I 1 II. ALL A/C Equipment shall comply with energy calculation I 12. All work shall be performed bg a licensed electrical - Contractor shall use AL-CU Landing lugs. NTS contractor, the completed system shall be full operative. - Contractor shall torque luga I.A.W. IS. Contractor shall pay for all fees, permits, tes in and manufacturers recommendations which inspections including blower testing who required, shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid 19. The electricals stem shall be y coin letel and effective) p y y 15. interference with the progress of construction. All required insurance shall be provided for protection grounded as required bg the latest edition of the N.E.C. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work, labels where applicable. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the Job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RM1502 and telebhone combanu. 1�-_fir �-J•�124 CFM .. L. <ITCH1EN - • • r MICRO - LZJ ssr.•.•x.•.tma•.rs•.•.en• .•atcsv..assa low INA Lu IQ� 8X4X� a CFM 4" ol) Steel Ballard See detail on this sheet r -� I 22" x Attic Access with light L-----� GARAGE r-----------------1 I I I I I I I I I I I I I I I I I I I I I I I I MF.CH,4NfCAL L,4Y0U7 C= THERMOSTAT LOCATION SCALE: 1/4" = I' - O 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install oulet under d1@a.- not shown for clarity I MASTER BEDROOM WP GFCI i �S 5 rm ® C S I ° I GFCI CLOSE I - - - - J DRY4R 11 .^�R� LAUNDRY I I I I I I I GREATROOM I ®I /I / I / I / i I DINING ROOM I I � C v E- zFacAeO I III . # =E) �- �� C HEI / I p,V I REP. I ®xONRVUIEAT� CiFCI / 3e• ENIN4R - O - J t / - GFCI GFCI FCI THIRD / \ 4" 4 Steel Ballard See detail on this °heat W _ _ _ _ 4 1 > I F -22" x 54" i / I 12 S T thght u Lam' L---�-� / I OPTIONAL PANEL _ / -S LOCATION FCI ' / 1 �\ GARAGE / GFCI \ 150 Amp /\ Panel GFcI \ y� ,���P ° Conn" \ \ 'l' GFCI ----- gn Garage1) oor / Garage i jOpener Door I I / i Opener 1 GOLF CART; GARAGE � I I GFCI I I I I I 1 GFc1 to )r/rage lights I 1 ELF-CTRIC,4L. FL,4 1 -----, Post Light with O SCALE: 1/+4" = I'-O" Photo cell 1 Center Post Light or between driveways SECOND i S BEDROOM,/ Attic Ventino Calculations Total Attic Space = 2101 sq. ft.FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit AiC Wire For Front Post Light Braden It Braden AIA, PA Architects - Planners-25-I6 S.E. Coconut Avenue Telel (112) 281-8258 BFax (�l2) 28�-8283 E-mail: bradenaiaOcomcast.net Stuart FL 34994 UAAC000032 Wynn' Building Corp. T I..� f >\l D S O R MODEL: REAR PORCH RIGHT Date Drawn Drawn by: CU C... C hecked by: D.R.B. Revisions : 10-18-16 Product Approval Revision 4-4-11 Plan review Sheet OF 5 Comm # Spanish Lakes St. Lucie County Florida Y` s 4w