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HomeMy WebLinkAboutREVISION, bldg plans, 0512Fll@ Copy 12 4 1 SLOPE i'-1" T.O.B. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2t ga. 5v crimp metal roofing attached to plywood deck using 99 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 C 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 (lack to trusses using attachment detail on this sheet T 12' O thick fight textured stuctucII co on typical concrete block construction Finished Floor, 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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" enc laps fastened with corrosion resistant tin caps and with I. " ring shank nail spaced L" o.c. at all laps and two staggered rows 12" o.c. eId. Attac deck to trusses using attachment detail on this sheet 5/8" thick x 8% cut coral finished stucco bands 3 0 5/8" thick x 8"w cut oral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ELEVATION DOTES: - - - - - - - - - - - - - - - - - - - - - - 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 underlagment installed with min. 4' side laps and (" end keps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L' o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet � O C O 5/8" thick light textured stucco on typical concret block construction REAR ELEVATIC — Overhangs at I'—C" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands into Window or Door. 12 SLOPE 4 .H. 5/8" thick light textured / stucco on typical concrete block construction -- — — — — — — — — — — — — — --—————--———--——————— — — — — —-— — — — — — — — — — — — — — — — — — — o'-oIIN IC.HT ELEVATON SCALE: 1/4" = 1'-0" 12 -Z��OPE 14 Finish Columns with e 5/8" thick cut coral finished stucco bands SCALE: 1/4" = I'—O" I tHMITE TREATR ENT REQUIRED CONCEALED FASTENER OR ATTACHMENTS ARE THE RESPON SILIPY OF THE ( NTAACTOR IF REDORO ALL MANUFACTURES LA S SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS O WINDOWS UN11L INSPECTIONS AR APPROVED 8'-1,I" T.O.B. O'—O" = Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451,12 2L 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 6T. (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end riF laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails kY spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet DA Finish Columns with / 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION 2" x 4" top plate I/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" o.c. base —board \ I II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xd" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non —Bearing Partition nts REV Finished Floor THESE PLANS AND ALL P ARE SUBJECT MANY REQUIRED BY FIELD IN: ` .*Y•11 NECESSARY COMPL`i WTi•H ALL APPI ID'WOnK TIONS IS THAT .RtCS; i r`o � 7a m.r?r+ rrr'rsiox t'cD FJF O G 0 L U Lvi LIII' i' AND PE 011 JT MUST F laff O JCC LNSPECTIONAYILLII P: DZ- 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Ed. nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in fi d and edges with IOd ringl shank galvanized naill nto truss webbing. SLOPE ,4 m SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral f nished stucco bards ALL CON7RACTOR 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 Budding C)de Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is:Enclosed Risk Categorgg: 11 Wind Velocity: 165 mph ultimate Mean Roof Height- ll'—O" Roof Pitch: 4:12 Internal Pressure Coef}icient: ±0.18 Subjectabditg to damage from: Weathering: Negligible Termites:Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment facto- for Exposure Height: 1.21 x O.L 0.12L ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LIUL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Well End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wail Zone: 5. +35.8/-41.8 oaf Components t Cladding Wind Pressure (NET) on Garage Door.+32.0/-40.3pef Shear Walls Considered for Structure? Yes Continuous Load Path Provided?_Y'—es Are Components an Cladding Deter Provided? Yea Minimum Soil Bearing Pressure-2S00 psi, Presumptive: X Bg Teat: psi This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD- _±5__ pal' FLOOR DEAD LOAD:10 psf JOB ADDRESS- \ ,c C22N TO L I1�PITCH Q = Roof Zone I Walla Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Braden it Braden ,AAA, FA - Planners UJ nne Buildingp Cor . G Date Drawn 12-2-7-I4 Revisions 4-4-11 plan review Sheet Comm :4Architects 411 S.E. Coconut Avenue BTel (772) 287-8258 q C a �•l t Df'1 '� I RIGHT Drawn by: 1 I � — 3 01 : C.C.U. - Fax : (112) 287-8283 E-mail: bradenaiagcomcast. net Stuart, FL 34994 #AAC000032 Spanish Lakes St. Lucie County Florida Checked by: D.iR.S. OF 5 FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36stee" high by o diameter l 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 r3/e"t 5o ksi Steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o %_° A ALL Concrete used for vertical filled cells, cont. tie beams etc.. to +1 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix m •3,8" 0 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. o 0 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2% 2, handicap accessibility requirements. i2 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 460 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 nailed to Masonry Seam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C1041,Cll-11, CII-18, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R702,3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum Wood Framing members Nails FScrews 2• x min. thickness Ceding Perpendicular 24" 1" 12" 13ga 13/8'011oong with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail 2 I OR Walls Either I6° 8., 16° 0,080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.08C dia. x 15/B" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" lloong with 19/64" head O 0,098" diameter x 1 3/8" long annular -ringed or bd cooler nail 0.092" dia. xR 1 1/8" long with Walls Either 16" g" 16" Direction 1/4" head OR Gypsum board nail 0.00115" dia. X 1 1/8" 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 3/14" 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 akpro 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 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 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 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 (type 2) 30 lb felt underlayment installed with min. 4' side lad�s and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ping shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field, Attach deck to trussea using attachment detail on this sheet Simpson HETA 20 or equal with (10) od x 11 1/2 each 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o_c. TYPICAL IBlolbs. uplift (shop drawings by manufacturer) Aluminum Drip \R-30 blown fiberglass Edge f 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 (1) 45 bar Cont. in each row. Substitute Kaycan full o vent viael soffit installed precast lintel filled with concrete and (1) 45 bar coat. for bottom row over openings using 1/8" dia shank x 15" long gaiv. roofing nails with 3/8" die. head per product approval - we chart sheet III 1/2" drywall over I" x furring strips at 16" o.c. with R4.1 ri-foil on typical 8" Block walls "--insulation 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 m Mortar to be Type M" onlg proportioned per FBC RGOi.I and Mortar joints shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...45 ) w/ bar vertoverlap 30" overlap Fill cell with concrete and at each filled cell (U #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR 61lx6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated Fill Grade RIIII„ TYFICAL IIII=IIII=1ip11�1,111�- 311III1111II1i= III1I —i i I 14" x '(" Concrete footing 14' with (2) #5 bars cunt. and #5 S E C T 1 O N transverse bare at 48" o.c. Scale : 1/2" = 1'-0" 0140 Head fixed door sliding door AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq, ft. Rear Porch = 1% sq. ft. Garage = 321 sq. ft. 2" Total Under Roof= 2,124 sq. ft. EGRESS 2" VTR JIL ° I � � 12" x 12" concrete column block filled � r with concrete and (2) 41 bars vert. tied into lintels above Covered Porch 2'-e° 21' VTR Masterr�� JII Bath I IDOL— O D IEE ry Lev. O C e La2v.. MASTER If. i 2" vII''IITR `i° 8'-0" to 9'-8" A.F.F. BEDROOM W.C. Vault d Ceding 8'-0" A.F.F. OL Flat Ceding 2'G EAT Shsr. Rod Shelf CA . anity to bea.I I Y2"high8'-O" to 9'-B" .F.F. 2" x 6" knee -wall o Septic N Vaulted Ceihrr below counter top (K I J M rr ° PLUMBING RISER DiNING I L sET ROOM � — — — la' ,a F 8" Rod Shelfio ABIN 1 a G H T r I" x 6" P.T. Buck nailed to O Vanity to be B I block with cane hardened nails 34 Y2"high 1 ��. 1 prior to door attachment o O 13,-03/4" "4 q (41„) ° Ln High Wall - KITCHEN= Masonry Wall Bottom Track Typical Flooring OJ' ill Install SGD thru buck into block with 3/I6" tap -con with S l l d 1 n g Door D t a l l 11/2" penetration at 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 O en. Window Description PRESSURE ZONE I. 4'-5ie'x 5'-3/a" 544"x 63%4' Single Hung ZONE 4 2. C-2 %s"x 5'-3 %' '15" x 63 %4" Single Hung ZONE 4 S. 2'-2" x V-2 1/2" 21%i'x 38%` Single Hung ZONE 4 4. 1 4'-5%s"x 4'-2%s" I 54%"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 I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 4'-8" 41 %4"x 83%4" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-81, '14" x 81 %2" rl ; bat.Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-4" 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 6'-8' x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 4`81" Solid Core - Wood - 6-Panel U 2'-4u X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 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 bg contractor with manufacturer s specs prior o construction 10'-2" i' BATH Lt Rod t Shelf — m Ln N - 8'-O" A.F.F.OL V Flat Ceiling ,rZi v a LL SECOND o ry BEDROOM i • • il�� 1i `� O:.•.s•.•.•.•. . •.•sssr.•rr.•r.•.•.v.•.•rraerr .nest . ,,v.•.� 4"0 Steel Ballard See detail on this sheet rAttic Access closer nth light •ISO - E GRESS Y GARAGE 8'-4" A.F.F. OILO Flat Ceiling i p — N EGRESS O T O_ C V E R D 12" x 12" co rate column block filled with concrete nd (2) #1 bars v rt. tied R C n o lintels above / 12'-6" T- Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall —A / \ Buck to be I" x 4" PT r-----------------1 Block wall in i garage to be 1 struck block I I i I I rA_\ I I i 2,_8„ 2,_8„ 3,_5„ 91 O,l v_I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT dock with case hardened nails ON ALL JAMB. HEADER, AND D e t a I I CA t W I n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION U e t a l l at L) OOr NI T c, Exterior face O i N Q ul W I- Vent M d- A#/C o c Meter Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x V PT Buck Braden t Braden AIA, FA Wynne Building Corp. Date Drawn : Revisions : Architects - Planners 12-21-16 Plan Review 411 S.E. Coconut Avenue Carlton 299 GARAGE Drawn by: Tel : (112) 281-8258 R C.C_.U. Fax : (112) 2 ®,-8283 E-mail: bradenaia comcast. net Spanish Lakes Checked b y Stuart, FL 34996 #AAC000032 St. Lucie County Florida D.R: S. crews thru jamb into buck ige and 15" o.c. max and prior to door attachment Sheet Comm # 2. 1�-301 OF 5 Fate Copy ROOF SHEETING ,ATTACH1IENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = U8 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 KeaArea Edge Field Fastener P essure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank "16 psf Zone 3 4" 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 Column Verify with Plan �1 Rebar to Lintel 12"x 12" Column Block Rebar 48 Bar Dia. 'tin. Overlap Attachment BEAM SC�-EDULE 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 45 90a bend bar with a 10" min. lap at top bar. NTS Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel Into continuous beam block steel. Provide Cast -Crete � SUS-OB/OT precast lintel set in mortar _ Min. 8" Bearing - --;- --- - Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide PT Buck attached per iamb letalls into filled c, 4" Pre -cast Sill \ oured Filled Cell r #5 bars with min. 48 bar ra overlap in filled cell. Tie ell steel into continuous steel, CBS WALL Scale: 1/2" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockipp to vert. leg of truss with IOd x 1.5 nails at 4" O.C. Install Simpson MGT into wall usingg 5/8' die. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKINGrt DETAIL )ER STRAPPING TER BEARING POINT 1/e" 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 TWgpa 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed nt 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 #9 x 1.5" wood screws with sglf sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb Feat underlayment installed with min. -t 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 tt5 bare r'. };,,:j; 9 '.::s: CLEAR Lintel Length Bar Length Clear Span "A" Bars "B" Bars 2,#3 + 1 I 1 1 1 1 2'-10" 2'-8" 1'-C none 3'-4" 2'-2" 2,43 none 8F8-OBAT 8F8-IBAT BF8-6/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none tt5 bars CLEAR ,',i �A':''�'�� 4'-6" 4'-4" 3'-2" 2,43 none me Row of "H" ti!:`i' Block Above ­4 5-2" 5'-2" 4'-0" 2,43 none 5'-10" 5'-8" 4'-6" 2,#4 none r' y Precast Lintel r AdditionalJ 5'-4" 2,94 none #5 bars t_---e T-6" T-O" 6'-2" 2 tt5 none BFIG-IB/17 8FI6-I15/2T 8'-4" T-10" T-O" 2,#5 none NOTES: ALL reinforcing steel is grade X. I. min. coverage of steel=l.5" 2. min. bearing required ® ea. end-e^ 3. standard for reinf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door"H" Unit Width Lintel Size Cast -Crete Specification Rowa of Block Above (B'XIV Bottom steel Size Top steel Size Max. Gravrtg Load (FLF) Max. upilft Load (PLF) Max Lateral Load (PLF) L22 T-2" V-L" BF8-OBAT 1 #5 9069 150 1024 L31 2'-6" T-8" 3'-1" 4'-O" BF8-OBAT I #5 254I 1343 163 L45 4'-5" 5'-10" BF8-OB/IT I 1 #5 1105 909 339 L50 5'-O" C-C 8F8-OBAT 1 #5 1238 835 121 LW 6'-8' T-L" BF8-OB/IT 1 #6 1011 121 534 LBO 8'-O" T-4" BPS-IB/2T 1 #5 2 #5 162 591 512 L90 T-O" 10'-L" BPS-IB/2T I 3li5 2 #5 643 530 401 L90B 9'-O" 10'-6" 8FIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 1-I00 10'-O" W-4" BF8-IB/2T 1 #5 2 #5 662 494 452 LI00B 10'-O" II'-4' 8FIL-IB/2T ONE I 1 #5 1 2 1 #5 I$LL 1 1028 452 L120 12'-0" IV-4" 8F8-IB/2T 1 #5 2 #5 411 928 324 L120B IX -ON 13'-4" 8FI6-IB/2T ONE 1 #5 2 #5 I015 110 324 LI40 14'-O" 15'-4" BFIL-IB/2T ONE 1 #5 2 #5 1250 L09 269 LIGO IL'-O" 11'-4" 8FB/2T 8-I 1 #5 2 tt5 200 192 194 LILOB IG'-Op IT-4" 8FIL-IB/2T ONE 1 #5 2 #5 4150 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'-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. 1810lbs. uplift Alum num Drip Edge 6 Fascia 12" 2" x 6" Sub-Fasci Kaycan full o vent vingl soffit installed usingg I/8" die ehenk x 15 long gals. rooling nails with 3/8° ilia. head per product approval - see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tmd�'� into lintels above thicken edge to 8"x8" witfi concrete and one #5 bar continuous BEYOND Top of footer 16" below finished floor J 12 4 into Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web on 9/8" la —rib lath ntal and vertical wood Ir site to provide 4" penetra for into ming and 3/4" penetration framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan tt5 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 Poured Cm concrete b Poured Concrete concrete block u Concrete < Manufacturei Flush 1`1 Wood Base durinum Panel razes per manufacturer See Tgocal Stud Dated 1/8" x 3/3T Wing Nut w/ appropriate ..her and spacing per manufacturer's Details Stud Detail Stud w/ Die Cast Zinc NTs Nickel Plated Wing Nut d Shutter Detail nts Brace Gable end with 2" x 4" SYP 42 aft back nailed to bottom of top chords using (2) IOd nails at each trues _• Lo :3 UL) W E W o ,� zgmQN O L W f__� W I � � UJ l' � pL w Brace Gable end with 2" x 4" SYP #2 in. aft back nailed to bottom of top chords using (2) IOd nails at each truss c PRE-ENGINEERED WOOD TRUSSES 8 24"o.c. TYPICAL ! shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord of trusses —1/2' drywall with smooth finish Two rows of beam block filled with concrete —and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furrfngg strips at 14" o.c. with R4.1 ?I -foil insulation on typical 8" Block walls All drywall to be in per FBC R102,3.1 and shall meet all pertmning ASTM codes. Mortar to be Type "M" onlg proportioned er FBC R601,1 and Mortar joints shall comply with FBC �601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc... a; t u�War im - 011101 EA �� � PAP rN se Now I Fill cell with concrete and O O / * 1 �(U #5 bar vert, (typicaD, Max. spacing shall not exceed /f�\ I\"It ETA 20 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings p 4" concrete slab with fibermesh OR - ROOF PITCH AT •4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" 410/10 WWM on 6 mill 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 111=IIII—IIII=III II —IIII=IIII=IIII—-IIII= =1 I —III 1=1 1 111 1=1 11 111 11 IIII 11= 11 -IIII—IIII—IIII ' ' � ` •=1111�1111�11,�,.1��1-1111—i111111 14111 1111 ,111111j111 iiii I��1-111 1ii 3 T [cal Section at Front Fo �p rcf� tale : 1/2" = 1'-0" Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaia®comcast.net _ Stuart. FL 31994 UAAC000032 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONNSTRUCTION Wgnne Building Corp. Date Drawn : Revisions : Sheet Comm # 12-21-16 Plan Review Carlton 299 RIGHT Drawnb; C.C.Q. 4, 1�-301 Spanish Lakes Checked bg: St. Lucie County Florida D.R.B- OF 5 File Copy PANEL "A" circ# Description Wire Load BR Poles 2 AHU #Io 3.5 kw 30 2 4 Poles BR Load Wire Description circ# 2 40 1.0 kw #a A/C comp 1 3 2 30 4.5 kw #10 40 gal. water HTR 5 L Range__,. #4 12.0 kw 50 2 a 1 20 1.8 kw #12 Pump 9 10 Dryer #10 5.0 kw 30 2 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is iL Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A.C. n 18 Recepts #12 20 1 1 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 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1A kw #12 25 26 Recepts #12 20 1 I 20 1.92 kw #12 27 28 Recepts 11:12 20 I 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts 412 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 3'1 38 General Lighting 412 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 I --___mare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Qt . Wg 1135 Load Description al(Watts) General.Lighting (.3 watts sq. lit:) Small, ,A,ppliance, Circuit(s) ............. ......... ............ Rang.e......................................................... Microwave .. Dish Washer ................................................................. Clothes..Wa.sher............................................... Clothes. Dr.yer ................................ .. ............ Water Heater ................................................................. Water Pump, Garage boor. Opener. ,205 2 1,5,000 1 12,2,000 1 1,2,200 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 I 810 810 Total Watts 31.415 First 10000 Watts 5`100% 1 10,000 IO 000 Remainder 21415 540% 1 O 10.944 Electric Heat or A/C 10,000 $65% 1 10.000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend 3 Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light arltterproof ground fault circuit PC Light with Pull Chinn (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector V Flood Light Q Thermostat m Electrical Panel ® Central Vac Electrical Meter ® Smoke Detector M !/i37w Ceiling fan © Television Jack Telephone Jack q pSC A/C Disconnect ® 1 x 4 Florescent Light ® 12 x 4 Florescent Light SPKR Speaker Hook -Up ED Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: .use copper wire onlg, 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 Refri Brant lines that are run thru slabs must be sleeved in FVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and Inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 1L. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without adslltlonal charge and shall include replacements or repair of any other phase of installation that may have been damaged. H.B. Vent thruoff �lt ___ /4Nf C/4 L L/4YOUT SCALE: 1/4" = I' -Oil 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. 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected 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 T-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMIS02 Vent _t}lru Soffit #2/0 Aluminum feed 1 '/2' Conduit 2"PVC ( 2" A/C disc. 150 MCB PANEL ELECTRICAL #4 coppe wire cont. rear in slab 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 Braden t Braden AIA, FA Architects - Planners B 8 irI"rir Stuart, FL 34994 #AAC000032 H.B. Exhaust Duct Thru Soffit- PATIO/SLAB Covered PorcR-,\ I / I / I � w.p. GPI \ / / I F R O M Smoke / Carbon monoxide Detector Combo I I $ I M I H II II � I I I I DiNiNG I I ROOM I 1 50 YM F � I --SECOND % BEDROOD� / / 1'1ASTER BEDROOM LbSET 1 _ •r s.I •IluCombo AIL•_ 4►� ���� I � e I IIJi• rro..:•.•roar.•...os.•e...ovzt.•.•s•,s.•.•o...•rm.•.ve { 1 t Q iC • `�� SSd h i^Y, �� T �s �■ILA'--] /I';111 Iws� •4" Exhaust Duct Thru "Aft 42"h GPI 1 rw I I enter > r( 22" x 54" I" g Attic Access Q I`� with light 1 Lo t 17 J Wire Front Post / \ Light w.p. GFI / \ PyOERE 0-�'/ p Iona io I.eVO Amp panel location Rc IPUII chain Panel light in attic / 2"h GFI GARAGE Garage Door Opener r-----------------i I , I 1 I I I I I I I , I 1 I I 1 I I , I , i I ELECTi�ICAL L/4N WU nne Building Corp. Carlton 299 Spanish Lakes St. Lucie Countg Florida Post Light with I Photo cell Install oulet under disc_ t shown for clarity AC #I eter SCALE: 1/4" = I'-0" Attic Ventln Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft, Venting Ratio VISO = 14.16 sq. ft. required GARAGE RIGHT Rrovide A Continuous Vented Soffit Date Drawn 12-21-14 Drawn by: C.C.U. Checked by: D.R,B, Revisions : I Sheet 4-4-11 Plan Review OF 5 Comm # I�-301