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HomeMy WebLinkAboutBldg plans, pg 1-5File Copy 12 4 1 SLOPE 12" H. COVERED PORCH 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands LEFT ELEVATION L RIGHT ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofrng FL #11651.12 24 ga. Sv crimp metal roofrng 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 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4' o.c. at all laps and two staggered rows 12" o.c, rn field. Attach deck to trusses using attachment detail on this sheet \ SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 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 fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach dye .k to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction ELEVATION MOTS: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411L51.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self seating 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 1.26" ring shank nails spaced 6"ro.c. at all laps and two staggered rows 12" o.c. n field. Attach deck to trusses using attachment detail on this sheet 12 � SLOPS , II 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction - Overhangs at 1'-0" unless otherwise noted on Roof Man - Roof pitch at 4:12 unless otherwise noted - ,Ang changes to this plan shall be submitted to the architect for approval in lurlting prior to starting construction. - Return ALL Stucco Bands Into Window or Door. 12 SLOPE 4 2" 12" EGRES PER D H. H. 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -O'-O" Finished Floor _ 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction SCALE. 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Type Opening Schedule Siring Doors, Overhead Doors. sliding Doors, NOA/FL Product Model Manufacturer NUMBER # lfindows & skylights Glass Attachment method TEST ration Date Design Pressure of Approved Tests 1r2.3 44 A FL# 11499.2 I6-0330.02 Single Hun g Overhead Garage Door Series 195 Model 824/811 9'-4" max. width 16'-O" max height MI Windows and doors DAB ran saoq corner end 6 o�c� t areartter ehro u9n ration at me A. r 9 T Buck mto cord Poled CMu wall maintaining min 2.5" edge distance in strict adherence to the product approval. na x sic to concrete a art • i • cellua rl 25 ba vV'. rip S/9' x L• Hilu HLC With am,,,hor at e' o.c. ilh L25'ees'r'en amh aim. d' edge Gstanee. Instaerpck to buck imp !D 5/IL' z 1 5/B' full thread lap •crews in each bractet maintammg •e d L5' •dye distance - GC to strictly adhere to prodeat approval nrvule l/It• whnut we en rdlrt .harts. ± 60 psf + 50.0/-60.0 psf IQ_d_'11 8 FLU 16614.1 Fiberglass Smooth Pro Jeld-Wen Elco 1/4" din. tapeon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 MI Windows and doors q. x pp cone w I Denetratian at max. ion each corner end Y a.C. al dou�le row thereafter throng im strictadherencetoe he product approval.I wall g min 2.5" edge ietance + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Exs' ation Date Design Pressure of Approved Tests Mullions FL# 15363.8 CM-18531 vertical mullion MI Windows and doors For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self capping screws per clip as shown in product approval. + 118.9 PSF _ Roof FLU 1101.12 SV Crimp Metal Roofing Gulf Coast Supply and manufacturing 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealingwasher at 12" o.c. max s�acin over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nada spa6 ced o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 121983 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using 0,12" dia- x 1.5" Iona ring shank nalls wldip. head. +55,0/-35.0 PSF Hurricane Panels Fitt 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dra. solid set lead anchors with 1/4" dra.-20 x 1.5" long 55 screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top ± 45.0 P5F I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" x 4" top plate II '1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board II II / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR L"x6" 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition 12 4 SLOPE nts Braden t Braden AIAe PA Wynne Building Corp. Architects - Planners I I E IIIIWIII I �l D S I CIC Tell S.E. Coconut Avenue Tel (112) 287-8258 H BT Fax : (712) 2 ®�-8283 Spanish Lakes E-mall: bradenala comcast.net St. Lucie County Florida Stuart. FL 34996 #AAC000032 COVERED PORCH REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofrng attached to plywood deck using #9 x Lls" 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 L" 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 \ ARE THE RESFONSI9ILITY OF THE GORTRAOTOR OF RECORD ALL MANUFACTURES LARLES SHOW U FACTORS AND SHGC COMPUA14 WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDC UNTIL INSPECTIONS ARE APPROVE f HESE PLANS AND ALL PROPO D W09 H, ARE SUBJECT TO ANY CORK TIONS REQUIRED BY FIELD INSPECT 8 THAT4 ','q j•Bl NECGSSARY.INOR RTO CQI�IpLY.INITHLl: F`zPPLICABL CODE. „ 0'-0" = Finished Floor 1r1- rJ3�S 5T, t'f iF rnUNCY RTTff X"N P l ION By�1F'�'\'rD FOR OTi x1�4`1Lt � - llATL LI S AND PE1011T MUST BE KE T GN JO' SCALE: 1/4" = I'- is1N0I:1O.N \5'ILL BE �" i• -1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 Ib felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. �' �tl ICI ��I II�V III ■ ■ ICI �I_�I II�II DPI II�II IMP I�IL II�II IIC070 II�G II�II FRONT ELEVATION 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 Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: _]I'- " Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.I8 Subjectability to damage from: Weathering: Negligible Termites:Very Hsi Width of Roof End Zone: '-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.6DL+O.610L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width; 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Det� 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: '45 psf FLOOR DEAD LOAD: 10 pat JOB ADDRESS:���� 70 G120PITC 4 0 = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Model: Date Drawn Revisions : Sheet Comm # REAR 4-25-IL-1-2-1-16 Product Drawn by: Approval Revision PORCH C.C.U. Plan review LEFT Checked by: D.R.B. OF 5 FLOOR FLAT Counter top - verify type with contractor File Copy Recess top plate 4% x 3/8"d see detail onsuppangle ort this sheet TYPICAL NOTES: SCALE 1/4" = 1'-0" CRASH POST DETAIL N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high bg 4" diameter proceeding with work. steel crash post. Floor Flange with 4 -- 3/8" steel countertop support angle Install 6" from each end and 2. Contractor to STRICTLY enforce ALL OSHA Requlrements. expanslon bolts Into one in center of counter. see angle detail 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 1/2" drywall 4. No dissimilar metals to touch. 5. ALL Concrete used for Slabs shall be min. 2,500 PSi concrete. r," ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to ° PSI d/ 4 000 P S I rout mix Base cabinet 2" x 8" wood studs at Id" o.c. 2" x 8" PT wood plate 6. shall be 3,000 concrete an or g Drywall at ceilings shall be leveled and attached to bottom chord °3/811 z'/, KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 2r= Attach buck to block wall with I/4" dia. Elco cone screws with min. 7. ALL wood in contact With concrete shall be pressure treated. O O 1 1/4" penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. ,�, and 4" max from each corner thru Exterior face 2" x 6" PT Buck 9. ALL plumbing fixtures to be low flow, of wall area 10. Contractor to Provide Drain at water heater In accordance with the current edition of the Florida Plumbing Code. iI. Contractor to Provide a 2'-8" wide door at one bathroom for ue wood screws thru jamb into buck at each hinge and 15" o.c. max and handicap accessibility requirements. y, /1, Detail at Door prior to door attachment 12. Lowest finished floor to be set bg Governing Building Department 6" NTS 13. surveyor t0 set in field. Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door BLOK NISTALLATIONRIOR TO BUCK Water Heater Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 from each corner and 20." o.c. max thereafter20" 16. Wall and ceiling finishes Shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 and atjambeo.c. Exterior face perr product 17 All d tt c Insulation materials installed on attic floors shall have a critical radiant of wall Back to be I" x 4" PT ex flux notoless 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. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C4�5, C514, C630, C931 I"x4" P.T. Buck nailed to C960, C1002, C1041,C1111, C1118, C12�18, C1395, or C1396 and shall be installed Detail at windows pr�or to mlr`dom hardened teds according to the following: (FBC R102.3.5) Masonry Beam I" x 6" P.T. Buck nailed to / NTS block with case hardened nails prior to door attachment Drywall Framing Max. spacing Nail sizing options for Thickness Location Orientation Member of fasteners Installation of drywall Into Spacing (good framin members Maximum Nails Screws j" x min. t ickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0,098" diameter x 1 1/4" long �2 annular -ringed or Sd cooler nail OR Walls Either 16" allI6" 0,080" din. x 1 5/8" long with Direction 15/44" head OR G psum board nail 0.084" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" T' 12" 139a 1 5/8" lloong with 19/44" head O 0,098" diameter x 1 3/8" long a annular -ringed or 6d cooler nail OR Walls Either 16 8" 16' 0,092" dia. x 1 1/8" long with Direction I/4" head OR G psum board nail 0.0915' dia. x 7/8" with 19/64" head. / Install SGD thru buck into block with 3/16" tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval M0IT Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM AIU8.1 thru A108.6, Masonry Wall A108.1, A118.1, A118.3, A136.1 and A13�1.1/z" = 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM " C1288, C1325, OR CII-18 and Installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas. SIII Install SGD thru buck into 21, Insulation including facings such as retarders or vapor permeable members installed block with 3/16" tap -con with within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics S l I din g D cor D t a I l I from penetration at 6" ." max. p from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompane�ln smoke thereafter at Jambs per product approval developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11461.12 26 gga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" (tyASTM D woop 2)ews 30Wlbh felt underlagmenteinstalled with minx spacing lapsra d 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. m field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I /2" Haas F_ ( 24" o.c.) supporting Max. 4 18101be. uplift i Aluminum Dr1p �- Edge t Fascia27 2" x 6" Sub -Fascia Kagcan full o vent vingl soffit installe< using 1/8" die shank x 15" long galv. rooring nails with 3/8" dia, head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete \ block construction 45 bar vert. w/ BO" overlap at each filled cell PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar Cont. for bottom row over openings dr wall over I" x furringg strips at 14" O.C. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. M Mortar to be Type "M" only 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...) FIII cell with concrete and (U #5 bar vert. (typical). Max, spacing shall not exceed AS" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 61'x6" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Jill x 14" Concrete footing with (2) 45 bars Cont. and #5 TY F f C A L S E C T f O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" W cod Base d Window Schedule / Install SGD thru buck into block with 3/16" tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval M0IT Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM AIU8.1 thru A108.6, Masonry Wall A108.1, A118.1, A118.3, A136.1 and A13�1.1/z" = 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM " C1288, C1325, OR CII-18 and Installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas. SIII Install SGD thru buck into 21, Insulation including facings such as retarders or vapor permeable members installed block with 3/16" tap -con with within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics S l I din g D cor D t a I l I from penetration at 6" ." max. p from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompane�ln smoke thereafter at Jambs per product approval developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11461.12 26 gga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" (tyASTM D woop 2)ews 30Wlbh felt underlagmenteinstalled with minx spacing lapsra d 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. m field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I /2" Haas F_ ( 24" o.c.) supporting Max. 4 18101be. uplift i Aluminum Dr1p �- Edge t Fascia27 2" x 6" Sub -Fascia Kagcan full o vent vingl soffit installe< using 1/8" die shank x 15" long galv. rooring nails with 3/8" dia, head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete \ block construction 45 bar vert. w/ BO" overlap at each filled cell PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar Cont. for bottom row over openings dr wall over I" x furringg strips at 14" O.C. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. M Mortar to be Type "M" only 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...) FIII cell with concrete and (U #5 bar vert. (typical). Max, spacing shall not exceed AS" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 61'x6" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Jill x 14" Concrete footing with (2) 45 bars Cont. and #5 TY F f C A L S E C T f O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" W cod Base d Window Schedule Mark Size Rouc 1h O en. Window Description PRESSURE ZONE I. 4'-5%'x 4'-6 /e" 54ke"x 54Ye" Single Hung ZONE 4 2, 6'-2%'x 5'-3 /a" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2/z" 21%2°x 385/"" Single Hung ZONE 4 4. 3'-1" x 5'-3/e" 38" x 63'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nil mulllons per elevations. LL windows to withstand pressures in permit info box on sheet 1 LL windows In bathrooms to be tempered A I rough opening dimensions to be verified by contractor wl h manufacturers specs prior to construction Door Schedule M rk Size Rough Opening Door Description PRESSURE ZONE oik 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X 6'-8" 41"/4" x 83s/4" Fiberglass Panel - Inswing ZONE 4 6'-0" X 6'-8" -14" x 81 /;' w K;°; Sliding Glass Door ZONE 4 2'-0" X 6'-V. Solid Core -Wood - 6-Panel —Bi-Fold Finished 24" x 81 /z' 2'-6" X C-8" Solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x 6'-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core -Wood - 6-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 #I I rough opening dimensions to be verified by contractor h manufacturer a specs prior to construction Verify attachment hole location with GC prior to fabrication 3/8" thick steel brack N o a Filled cell under girder above O RORCH o a WIRE LATH t STUCCO CEILING 6 19'-9" u EI En I I I I 1 8'-0" to 91- " A.F.F. Vaulte Ceiling C�REAROOM I I I I N 1 I 1 o I9'-8" A.F-F.gift1 Vaulte Ceding T-1 y,,, EGRESS 13'-11" MASTER BEDROOM 8'-0" A.F,F. Flat Ceding T Rod t Shelf to 4„ r rl OD of OSE� �I L — — — — — Rod t Shelf 0 31" WASHER DRYER 2" LAUNDRY I PRiO O M NING 1 I I a4� igh b 3/8" thick steel I counter tops to - Coulter top supports I 90" overhang wall 1.5" ;r 4" counter to s to eq. eq. overhang wa 11.5" 6„ O PANTRY m CAB — — — — QM — — Dw o o +41' high Wall ° I _m KITCHEN 1 1 8'-0" to 9'18" A.F_F. 1 Vaulted �eiling 1 1 v Upper cabinets to extend over Ref. CR WAVE O I NON VENT REP. H B Q 38" CLEAR oI y L24 L OPENING — — — m cr --- N Bata Insuletian O #I 4"� See rovi Steel Ballard closerde auto detail on this sheet O WI 22" x 5-4"1 / 6" COUNTER TOF BRACKET' DETAIL O Vanity to be 34 Y2"high ruma• SECOND BEDROOM° 8'-O" A.F.F. Flat Ceiling �II V kb THIRDi� BEDROOM Attpc Access I € O 2 1 = I _ with light J L _ - Q C _ -, I ih 8'-O" A.F.F. 8'-0" A.F.F. Flat Ceihng Flat Ceding = m GARAGE Q rc O12'-8" O Block wall in garage to be E O MT E r+ struck block �E 2'-8" 13'-O" EMERGENCY r - - - --------------i EGRESS I I I I 1 I r- 1 I E 1 I I I I �t R—II Hatt" Insulation Provide auto 150 Amp closer Panel r-----------------� I 1 I 1 11 I 1 b 'IGCLF CART GARAGE EO DIIE1 EE — — A 9'-O" "2'-8" 11 311E -1 35'-O" Braden It Braden AI A, Pro Wynne Building Corp. Architects - Planners S.E. Coconut Avenue 1� T H E 1 I I W I j� 1�l E)S O � Tel el : (��2) 28�-8258 Fax E-mail: : (112) 281-8283 bradenaia comcast.net Spanish Lakes St. Lucie County Florida Stuart. FL 34996 #AAC000032 i in Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. MODEL: Date Drawn Revisions Sheet Comm # 4-25-I6 10-18-16 Product REAR Drawn by: Approval Revision PORCH C.C.U_ 4-4-17 Plan L) p lS—ISO LEFT Checked by: Review revis D.R.B. OF 5 12" x 12" con with concrete and I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11• ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, il 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR To BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER TERMITE 12 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR TE TREATED, CLEAN MACHINE COMPACTED FILL BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. (MINIMUM 95% DENSSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD iN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6• TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 �• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 8• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17 FCuNEDATICN FLAN MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MiNIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1• Any changes t0 plans must be submitted to the architect for approval before proceedin with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verlfy all recess thickness at showers, tile, etc..,. S. Contractor t0 provide filled cell With concrete and I #g bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings '—Oupp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6" to 9'—II" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for, any other condition used. Foundation walls shall have filled cells at 24'o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company _prior to truss construction -1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ SO" overlap SEE TYPICAL at each filled cell SECTIONS 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade ,,•,,;.=�111=III 14"w x I+f"d concrete monolithic footmg with (2) #5 bars cont. 14" pTYPICAL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR 6 x6 #10/10 wwM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. o 101, (2) #5 bars cont. bottom steel 12" 2 DETAIL AT 61' GARAGE STEPDOWN SCALE 1/2" = I'-O" 12' x 12" concrete column block filled with concrete and (2) #1 bars Vert, tied into lintels above Top of footer 14" below finished floor i," '7 IEEE3IEIEEEE31E1 Verify house slab height in field 30" COLUMN FOOTING DETAIL Thicken edge to 8"x8" with concrete and one #5 bar continuous SCALE: 114" = I'-O" FOOTING SCHEDULE size Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING — 6" STEP DETAIL ON THIS SHEET lark 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARB CONTINUOUS — CURB a O'-0" 12"W X 18"0 MONOLITHIC FOOTING - G" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR Vxb" 410/10 WWM on 10 and Vlsqueen over fill 45 bar Vert, w/ 30" overlap at each filled cell SEE TYPICAL SECTIONS Adjust curb height a—'� based on gar. floor 4" concrete slab with fibermesh OR slope. VxV #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill O'-O" ® F.=. Grade 30"x30"x16" concrete column footing with (4) #5 bars each way SCALE 1/2" = 1'-0" Ei �1-11117 III 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" j GARAGE CURB DETAIL SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont bars Cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance With the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL, Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc, Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location , Double Filled Cell Column Single Filled Cell Column NTS NTS Z4 column block filled l bars vert. tied Into lintels above 8'-IOY2" 2" 35'-0" 0Y7" +� 4 , — — —— � —J Filled cell and =/ girder above I ° p Rear Porch Slab to be poured separately House Slab. Ofrom I � I a I FI Rear Patio/Slab to be flush with bottom of D sliding door recess. Slope I" ° .I _i i I _i I I FI -i I I 'I I I I I 4" concrete sla �m 6"x6" #10/10 WWM � D I clean compacted A �t �ma u- Q I I I °I III I II _i I I � FI I °I DW I � " DI I MICROWAVE NON -VENT RCR H.B. I (� 3e" CLEAR OPINING O 0 A/C W.H. — — — � #1 "0 Steel Ballard I I ice detail on this sheet I I I I I I I I I I° I C I" MI I I I I I � I 1.5" Recess for Garage Door -e" 9'-0" 2'-8" Braden It Braden AIA, PA Wgrine Building Corp. Architects - Planners �i l F T C A R L T O N 3 B. D BTel :S(� 2) Coconut l,5 CAR GARAGE Fax : ('112) 28-1-8283 Spanish Lakes E-mail: bradenaiaecomcast.net St. Lucie County Florida Stuart. FL 34994 #AAC0000 2 b wit on ter ------------------- er I FI o I FI I ° I t_ Fi o Iry i 0 Thicken footing "to ' 24"w x 14"d x 24L under filled cell �N•- under girder bearing. III h fibI I I I I I 6 mil Visqueen over I mite treated fill �I o I wABHER DRYER FI I I I 0 r I II° i I` I 4" concrete slab with fibermesh OR VXV #10/10 WWM on 6 mil Vlsqueen over FI clean compacted termite treated fill I° I I ° yu �✓l I >�I I I ° Q, I I� FI I Meter and panel — — — — — — , fl — J either aide of „ — — — — — — — ouse field verifg N N service location i— — — — — — ° I 11 �J cr 4" St to p I O I° ° II I; - XL o o L————-— — — — — — � o ° ° ° 1.5" Recess for ° 1TI it to Garage Door J< 91-01, Bp Y' MODEL: Date Drawn Revisions : Sheet 4-25-16 10-18-14 Product REAR Drawn bg: Approval Revision PORCH c.c.u. :3 . LEFT Checked by: D.R.B. OF 5 Comm # 15-158 File Copy jR00f SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" ad ring shank l6 psf �Illzorre 3 41 r' 1 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 Verify with Plan Concrete / Lintel Provide 45 bars 98 bar R O O F F L A with min. diameters overlap into beam. Tie Provide #5 bar set in pre -cast lintel into beam where length of scale : 1/2" = 1'-O" filled cell steel into continuous beam block steel. the opening calla for it. i ii — Overhangs at I —O unless Otherwise noted on this Sheet — ROOF pitch at 4.12 unless Otherwise noted on this sheet Provide Cast-CreteTruss Z'- - - `� shop drawings to be provided by manufacturer BUS-OB/OT precast lintel set in mortar 41 :. -:� — Any changes to this plan shall be submitted to the Min. S" Bearing - -=i- --- - -- -LL-- -" 12"x 12" Column Block i Rebar Repair48 Dar Dla. Min. Overlap Column to Lintel /4ttachm�nt "•Y.�i.^7%{`•'k'S �{ archltect for approval in wrILIng prior tO Stettin construction. ALL TRUSS TO TRUSS CONNECTIONS BY r i..;.a TRUSS MANUFACTURER 1pj — Architect to review Truss Shop Drawings Prior ovide PT Buck to construction for layout and uplift verification .ached per jamb ails into filled cell ,:.:.;�:j Poured Filled Cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction o 4" Pre -cast Sill F'r:�' r< ;I Q Provide tt5 bars with min. 48 bar 11 diameters overlap in Filled cell. Tie filled cell steel into continuous f footer steel. t I� 1 I Concrete Footing L:- -- (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN — CBS WALL Scale: 1/2" a- -j SINGLE PLY REAR GIRDER TRUSS �l/ Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" ool Install Sim Lhre threaded rod set min. Td wall i /8' dia. 12" (V \ Y/____mto wet beam and (22) IOd nails into truss Poured Col concrete b chars Per Specs lax. 9 — v v m J Is — m a Poured Concrete or concrete black wall \ TRUSS BLOCKiNG DETAIL MnnPctur®s Specs AT GiRDER STRAPPING AT CENTER BEARING POINT Flush Mounted Shutter Detail NTS i 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 Tgg� 12 felt paper using Sd nazis. Substrate to be 19/32' DX 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 411461,12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x I.S" 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 LINTEL SCHEDULE Mark Window or Doo Unit Width Lintel Size Cast -Crete Specification Rows of 'H' Block Above " " Bottom Steel S12Q ETopglosd vity F) Max. Uplift Loed (PLF) Max. Lateral Loed (PLF) L22 2'-2' V-0 8F8-OBAT 1 049 1501 1024 L31 2'-V 2'-8" 3'-1" l SF8-OB/IT I #5 2541 1343 10 L45 1 4'-5° 1 5'-10° BF8-OBAT 1 25 1 1105 1 909 339 I 5'-O" C-L" BF8-OBAT I 95 1 1238 835 121 LLO L'-W T-V SFe-OBAT 1 #5 loll 121 534 L80 a'-O" 9'-4" BF8-6/2T I #5 2 #5 152 sell 512 L90 'i 10'-L" 81=8-8/2T 1 #5 2 #5 643 530 401 L90B all IO'-L" 8Ft6-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" ll'-4" 81118-I15/2T 1 #5 2 #5 582 494 452 LOOS 10'-0" II'-4' SFIL-IB/2T ONE 1 #5 2 #5 13114 1028 452 1-120 12'-O" 13'-4" BF8-8/2"r 1 #5 2 #5 411 428 324 L120B Il 13'-4" BFI4-IB/2T ONE 1 #5 2 #5 1075 110 324 1-I40 Ill 15'-4" 612I4-I15/2T ONE 1 #5 2 #5 1250 609 259 L140 Ill IT-4" 8F8-IB/2T 1 #5 2 #5 300 192 194 LILOB III rill BFI6-0/2T ONE I #5 2 #5 950 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETLE• - LINTELS SHALL BE FILLED SOLID WITH 3000 P''SI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL IM1NFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION. AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER Ill LONG ARE TO BE PRESTRESSED, Aluminum Drip � Edge t Fascia Flash and Counter Flash Nail ledger to gable end truss with (2) IOd I at each web Aluminum Panel Sizes per manuracturer — See Tyacal Stud Detail 1/8' x 3/32' Wmg Nut w/ appropriate wearer and spacing `m per manuracturer's Details 0 •- 091' u s Stud Detail Stud w/ Die Cast Zinc NTs Nickel Plated Wing Nut I/4• Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss N 3 X L � r O rn N vaa `o n d W L n .L N N U O a3 0 � O— E_ N u ry 12 Simpson HETA 20 or equal PRE-ENGINEERED WOOD TRUSSES with c(10) 10d ox la 1/2 finals as 4 24"o.c. TYPICAL ( 24" o.c.) suppporting Max ( shop drawings by manufacturer ) 18101bs. upiift 'Q W Aluminum Drip R-30 blown fiberglass Strap truss t° wall using Simpson MGT with 5/8" dia. thread d rod with min 12" embedment into beam eh her wet set or in epoxy With (22) IOd na Is Into truss. Add blocking to true leg per detail on this sheet (V 161 45 Edge i Fascia 1/2" thic stucco on 3/8" hi -rib lath in bottom chord of trusses 2" attached to horizontal and vertical wood framing with nails or staples to provide /2" drywall with smooth finish 2" x 6" Sub -Easel no leas than 1-3/4" penetration into horizontal wood framing end 3/4" penetration Two rows of beam block filled with concrete into vertical wood framing members and (1) #5 bar cost. in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings c� using 1/8" dia shank x 15" long galv. 4 roofing nails with 3/8" die. head per product approval - see chart sheet #1 5/8" thick light textured 1/2" drywall over 1" x furringg strips at 16" o,c. with R4.1 fl-foll stucco on typical concrete insulation on typical 8" Block walls 12" x 12" concrete column block Filled with concrete block construction All drywall to be installed per FBC R'702,3.1 and (2) #1 bars vert. tied Varies - see plan 7 and shall meet all pertaining ASTM codes. into lintels above #5 bar vert. w/ in Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall com ly with FBC R101.2.1. thicken edge to 8"x8" IF -30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc,..) L22 BI with concrete and at each filled cell one #5 bar continuous BEYOND Fill cell with concrete and Rear Patio/Slab to be flush with bottom of (1) #5 bar vert. (tgpil Max, spacing shall not exceed p sliding door recess. Wood 48" unless otherwise noted see Foundation plan notes for r BI Top of footer 16" below finished floor Base spacing at openings Step per foundation plan 4" concrete slab with fibermesh OR d'l #10/10 WWM on 6 and Visqueen over d Slope per foundation plan '± clean compacted termite treated fill IIII IIII—I — � I1 I I I1 I I I1 I I I ': `IIIIIII=1 IIIIIIIIIIIIIIIII III I I II I I I I I I I I I I I I I I I I I I I _ I— i � Provide downspout I I I I I I I I I I I I I I I I I I I I -ill =IIII,;,_=1I=1i 111 'I 3p T Iasi S�ctlon at F: o I t fi orch Scale : 1/2" = I'-O" Braden t Braden AIA, FA Wynne Building Corp. Architects — Planners S.E. Coconut Avenue T H E III 1 �I D S O Tel el : (172) 287-8258 I w I I �l Fax : (712) 281-8283 Spanish Lakes E-mail: b raderaias comcast. net St. Lucie County Florida Stuart. FL 34996 #AAC000032 L90B MAMA i-�11111111111_ AULTIED Simpson HETA 20 hurricane anchor at each truss ETA 20::)(24 o.c.) supporting Max. 1810 lbs. ublift 911 60 BI l- 3 Sl L22 8'-61' B1 .W�I I F- I 12 SLOPE 4 z W N BI L31 Gulf Coast uppl And 26 5 FG Sv Crimp Metal roofing FL #11651.12 (L/ ga. trim me al r ofing attached to plywood deck using 49 x 1.5" wood sc Ws w se F sell hill washer at 12" ol max sDacincl over ASTM D laps asten d with c orr on resistant tin caps and with 1.25" ring shank nails s ed 6" o.c. at a I p and two staggered rows 12" o.c, in Field. Attach ck t truss uai at ac rill detail on this sheet v N r -- BI L31 22' x 54" 3t Attic Access I O = \ with light I I / \ I I \ \ p I / L31 E 1 / I 8' O" MAX I I I I O DD SPAC E lit 7 BI BI L22 W � I CV — O A T A BI BI BI BI L90 LLO L905 ETA 20 ETA 20 Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide downspout ( 24" o.c.) supporting Max. 1810 lbs. uplift MODEL: Date Drawn Revisions ; 4-25-16 10-18-16 Product REAR Drawn by: Approval Revision PORCH c.c.u. 4-4-17 Plan LEFT Checked by: Review reels D.R.B. Sheet I. OF 5 WEI T L N x � � L a LLI L ti O W = aQ E� ° OD �Ury L � s Iw Comm # IS-IS8 File Copy PANEL "A" Poles BR I Load Wve Description circ# circ# Description wire Load BR Poles 2 40 l.0 kw as A/C comp 1 2 AHw al0 3.5 kw 30 2 3 4 2 30 4.5 kw #Io 40 gal, water HTR 5 b Range #L 12.0 kw 50 2 l B I 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 ku 20 1 1 20 1.5 kw 412 Microwave IS 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. I'll IB 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 #I2 - 20 1 I 20 1.4 kw #12 25 24 Recepts 412 - 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 IS #14 General Lighting 31 32 Recepts #12 20 1 1 IS #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 15 a14 General Lighting 35 36 Bathroom GFI #12 20 1 20 #12 Smoke Detectors 31 38 General Lighting nil 15 I - 1 20 #12 Bathroom GFI 39 40 General Lighting SH 15 I s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description (at . Watts Total(Watts) General Lighting (3, watts sq. ft.) Small. Appliance. Circult(s). . .. . .. .. .... .......... ..... Range ......... ......... ....... Refrigerator Microwave.. Dish Washer Clothes, .Washer ..................................... ...... Clothes, ,Dryer. _ 1. 1. Water Heater ....... ............................... ....... .... Water Pump........... I .................... ........ ....... Garage, Poor ,Opener ........................................ 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1200 1.200 1 1500 1500 1 1200 1.200 I 1200 1,200 I 5,000 4,500 5,000 1 4,500 I 1,800 1 -Le 810 810 Total Watts 31,415 First 10000 Watts 0100% 1 10.000 0 10,000 Remainder 21,415 040% 1 10,946 Electric Heat or A/C 10,000 OILS% 1 10.000 10,000 Calculated Load Watts 30.966 Voltage- 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® 1 Recessed Can Light S3 Double Pole Switch ® Egeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light W® Waterproof, ground fault interruptef ro Light with Pull Chem (attic) Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac rc":� Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack A Di c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up I❑ 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. G. ALL bath and kitchen receptacles to be GFI protected. 4. ALL exterior outlets to be WP/GFI protected. L 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 Refrigerant lines that are run thru slabs must be sleeved in P V C 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 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, tend shall comply With all local codes and ordinances, and shall meet all standard requirements of the local electric utilny and telephone comDanu. 3 TON SEE MANUAL "J" and Energy Calculation for Unit into FE A/C disc. ISO #2/0 Aluminum feed AMP I'%' Conduit PANEL 2" PVC ( 2" rigid service FPL ttoar#°5 #cont rreEari in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 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 bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24, All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 PORCH 141 CFM IOxlOxl GREAT 141 CFM IOxIOx1 X•R O XIO �M PORCH \ MASTER BEDROOM WP GFCI MASTER BEDROOM / I 12x12x10 B/A 124 CFM- `J I O I rLw r Ih-;dx10 I _ - - -- `1\ B/A r I qx4 M I /-- i I GREAT! ROOM I LOSE C-) I LOSET I ASHE7RI DRYER LAUNDRY 141 CFM IOxlOxl 12" DINING I I ROOM I I I I DW o I I I 124 CFM I G IOxIOx6 I KITCHEN MICROWAVE NON -VENT 20x20 O 38' CLEAR T �A L - - - - OPENING ��CIIIMGI U 8x4x4 50 CFM 14 CFM ,aX4x4 III CFM 12xbxl SECOND BEDROOM i I r-' 12xl2x8 114" J 4"0 Steel Ballard I See detail on this sheet I 00 I w r 22" x 54" Attic Access O 2 L with light l l l I d1 I t\e 4x4 48 CF-*-n 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 100 CFM IO X4" 150 Amp Panel GrtOLF CART GARAGE I I I I I I I I MECH/4NIC,4L L,4YOU7 O= THERMOSTAT LOCATION SCALE, I / -f ii = I - O i VITO � I \ I Vent thru I \ I \ - Soffit I \ 0 1 / \ WASHER DRYER \/ I \ DIMING I \� LAUNDRY VP - I -O` \I \ L ROOM 1 I - I i/ I II M ©" I PANTRY CAIS \l I- - S I I\ SECOND I � I ' CI° ° GFCI II \BEDROOM N Install owlet GFqI under disc. N 1571 not shown for �I q}iIA IL5I Clarity ❑ GF \ iltn7N VENT - i I \ Q L O 3OPENIN \\ I \ - GFCI GFCI - - - V Gf=c \ #I 4"m Steele Ballard /- THIRD See detail on this sheet ( / s---BEDROOM LLI 22" x }OI \ \ \ Attic Access - Lwith,Whf I m -�-- IL OPTIONAL PANEL / �+4 / TI> LOCATION G RAGE /� / GFCI 1 GFCdb / R \ \ 150 Amp GFCI-/ --- to corner\ / GFCI Panel jGDoore I \\ ro� it i Garage i (L Door Opener 1 _ I I Opener f 3 \\ GOLF CART Wire For Front Post i i 1 I GARAGE I Light I I I I GFCI 9 I to garage Jlghts GFCI I 1 WP GFCI ------ ELECTRICAL FL/4N Oi Post Light with Photo cell SCALE: 114" = 1'-0" Center Post Light between driveways tittle Venting Calculations otal Attic Space = 2101 sq. ft. FBC 2309. renting Ratio 1/150 = IS'00 sq. ft. requirec rovide A Continuous Vented Soffit Braden It Braden AIA, PA LU nne BuildingCorp.ODEL: � p Date Drawn : Revisions : Sheet Comm # Architects - Planners S.E. Coconut Avenue T I I � E W I N D S O R REAR -25-16 Drawn by: 10-18-16 Product Approval Revision 4B Telel (1�12) 281-8258 PORCH C.C.U. 4--17 Plan `� Review F _ 1 C7 Fax : (112) 281-8283 E-mail: bradenaia5comcast.net Spanish Lakes p St. Lucie County Florida LEFT Checked by: revis 4-1-I-1 Duct Revis Stuart FL 34994 #AAC000032 D.iR.S. OF 5