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HomeMy WebLinkAboutBUILDING PLAN12" .; Finish Columns with 9/8" thick cut coral finished stucco bands 12 Gulf Coast Supply and MFG 5v Crimp jletal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached flto plywood deck using 49 x 1.5" wood screws with self sealing washer at 2" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced III" 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 O O stucco on typical concrete block construction - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATiON aJ019 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411161.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6' end laps 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 \ ALL MANUFAe'R)I"IMg LAd;Pg 9H614NN® U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL, DOORS AND WINDOWS 12 12 UMX ARE APPROvED SLOPE 4SLOPE 4 Ilk 12" H 0'-0" = Finished Floor SCALE: v4" = r-o" P� � ELEVATION NOTES "_, H O C -O" = Finished Floor ----- ------ - - - - - - Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction REAR ELE\/ATiON Ql File - Overhangs at i'-O" unless otherwise noted on roof Plan - Roof pitch at 4:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 Any changes to this plan Shall be submitted to the architect 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.l max spacing over ASTM D f or approval in writing prior to starting construction. (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end /� laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - R e t u r n ALL L Stucco Bands into Window Or D O or . s aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet THESE PLANS ANDALL ARE PROPOSED WORK SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD MAYBE INSPECTORS THAT 12 NECESSARY IN ORDER TO GOM�6YWITMALI,,UPU0,1lf1tC00lg, 4 1 SLOPE A4\ A' -I" T In F 2„ ® 5/8" thick x 8"w cut H. 5/8" thick x 8"w cut coral finished stucco bands coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction 0'-0" = Finished Floor ------------------------------------------------------------- LEFT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, overhead Doors. Sliding Doors. Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method Type NUMBER L Ia, x gpcona WW mi❑ p n Uon at ma 1.2,3 Mi Windows rom sec corner and L o.c. t areertar through P Buck into cold FLU 11499.2 Single Hung Series 185 and doors filled CMU wall maintaining an 2.5" edge distance in strict adherence t4 to the product approval. rota x uc to canersu ec et i s cellsit Overhead Model 824/81I n a5 bar wart. owns 3/8' x i' Hid NLC SWV/ enCher& ac a' e.c. A 6-0330.02 h 1.25' ddiie ue. era mth mart 1' arise dutanee. Install track to buck 9'-4' max width DAB s (1) 5/1L• x 5/9" full thrwad las wraaa w aech brockat meiM.einins Garage Door W-O" max height min of I5' adg" dratance - GC w a nctls adhere w product approval rwida l/IL' t rweher en rdbr Wte Mao 1/4" dia. tapcon with min 1.25" embedment at 3" max Desn oth Pro/ Jeld-Wen from corners and 11.5" o.c. max thereafter in head and jambs. B FLU 16614.1 Fiberglass Smo L x �IDcons u i . Fenetratran at max. Sliding Glass MI Windows from ea, caner end li o.c. all dou�le row thereafter through C FLU 15332.2 Series 420 and doors PT Buck into solid filled CMU well maintaining min 2.5" edge diatenu Door In strict adherence to the product approval. Product NOA/FL Model # Manufacturer Attachment Method NUMBER For CMU use (2) 1/4" x 2 3/4" tapcon with min 1 1/4" embedment CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25' self tapping screws per clip as shown in approval. Mullions FLU 15353.8 vertical mullion and doors 5V CI 211 5v crimp metal roofing attached to plywood deck using E9 x 1.5" Roof FLU 11651.12 p Gulf Coast Supply wood straws with self sealing washer at 12" o.c. max spacing over ASTM D Metal Roofing and manufacturing (tgpe 2) 30 lb felt underiagment Installed with min. 4' aide laps and 0 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" c.c. in field. Attach deck to trusses using attachment detail on roof plan SCALE: 1/4" = 1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALLAPPLICAELE 0000. -0'-4" A.F.F. 12 4 1 SLOPE SCALE: 1/4" = 1'-0" 5/8" thick x 8"a cut coral finished stucco bands 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" woodF 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 Ass s aced 6 O.C. at all laps and two staggered rows 12" o.c. in field. Attach FILE CO dpeck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION q9 gl��FgS SON, FAFS0OHF9S09 � �Tgch' �9�C090 ly �F�TS ��uno� elan t r� �1/2" drywall ceding on truss bottom cord Als 2" x 4" top plate JANNVOS a. iration Design Pressure Date of Approved g DTeats ± 60 par 10�9-21 + 50.0/-60.0 psf op 1/2" drywall on + 50.0 PSF ®� 0� 2" x 4" studs at IL" o.c. PV,B G� \Sb - ± 48.2 PSF i*� �� G( 'DP" sSiTtation Design Pressure at+L+t )a a of Approved Tests + 118.9 PSF base -board / 2" x 4" P.T. bottom plate - 108.5 PSF Siding stucco on Block Model T4 12" vented Install using d x 2" battens at us o.c. screwed to soffit framing using +55.0/-35.0 PSF Soffit FLU 12198.3 Vinyl Soffit iCaycan O 12" dia wood screws in eshankrnaii witteli/ " d to ba. attens using Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" FI# 15014.2 Products LL.0 long SS screw head combo. with Neoprene washer at 12 1/2" o.c. ± 45.0 PSF Panels Storm Panels along the bottom and 13" o.c. at the top I have reviewed the above and approved it by my seal below. ( Architect or Engineer df Record ) J l I 1 \ 4" concrete slab with fibermesh OR 1 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition r+ SIT. LUCIE C NIT BUILD N VISION REVIEWED FOR CO I: AINCE REVIEWED B DATE "- SITE OR NOINSPECTION(S) WILL BON JOB E MADE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 11" H. 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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 Categorg: II Wind Velocity: 165 mph ultimate Mean ROOF Height: II'-0" Roof Pitch: 4:12 Internal Pressure CoaTilli-ci-ent: ±O.I8 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 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+0.6WL; 0.6DL+0.6WL Components t Cladding Wind Pressure (NET) ROOF Zone: 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 pat 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 pat Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered For Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detain Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Teat: psi This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3*1 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: J-5- psf FLOOR DEAD LOAD: 1O psf JOB ADDRESS: TO III]OPITCH I 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Braden it Braden AIA, PA Wynne Building Corp. Da5egD� son Revisions : Sheet Comm # Architects - Planners GARAGE 41'1 S.E. Coconut Avenue JJ�� Drawn by: 1 _ Tel : (112) 281-8258 The I rand Car 1 t on LEFT C.C.U. i 2 - 2 ,o Fax : (112) 281-8283 Spanish Lakes Checked by: E-mail: bradenaiag comcast.net St. Lucie County Florida D.R.B. OF 5 Stuart. FL 34994 #AAC000032 THESE PLANS ANDALL ARE PROPOSED WORK SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD MAYBE INSPECTORS THAT 12 NECESSARY IN ORDER TO GOM�6YWITMALI,,UPU0,1lf1tC00lg, 4 1 SLOPE A4\ A' -I" T In F 2„ ® 5/8" thick x 8"w cut H. 5/8" thick x 8"w cut coral finished stucco bands coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction 0'-0" = Finished Floor ------------------------------------------------------------- LEFT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, overhead Doors. Sliding Doors. Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method Type NUMBER L Ia, x gpcona WW mi❑ p n Uon at ma 1.2,3 Mi Windows rom sec corner and L o.c. t areertar through P Buck into cold FLU 11499.2 Single Hung Series 185 and doors filled CMU wall maintaining an 2.5" edge distance in strict adherence t4 to the product approval. rota x uc to canersu ec et i s cellsit Overhead Model 824/81I n a5 bar wart. owns 3/8' x i' Hid NLC SWV/ enCher& ac a' e.c. A 6-0330.02 h 1.25' ddiie ue. era mth mart 1' arise dutanee. Install track to buck 9'-4' max width DAB s (1) 5/1L• x 5/9" full thrwad las wraaa w aech brockat meiM.einins Garage Door W-O" max height min of I5' adg" dratance - GC w a nctls adhere w product approval rwida l/IL' t rweher en rdbr Wte Mao 1/4" dia. tapcon with min 1.25" embedment at 3" max Desn oth Pro/ Jeld-Wen from corners and 11.5" o.c. max thereafter in head and jambs. B FLU 16614.1 Fiberglass Smo L x �IDcons u i . Fenetratran at max. Sliding Glass MI Windows from ea, caner end li o.c. all dou�le row thereafter through C FLU 15332.2 Series 420 and doors PT Buck into solid filled CMU well maintaining min 2.5" edge diatenu Door In strict adherence to the product approval. Product NOA/FL Model # Manufacturer Attachment Method NUMBER For CMU use (2) 1/4" x 2 3/4" tapcon with min 1 1/4" embedment CM-18531 MI Windows penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25' self tapping screws per clip as shown in approval. Mullions FLU 15353.8 vertical mullion and doors 5V CI 211 5v crimp metal roofing attached to plywood deck using E9 x 1.5" Roof FLU 11651.12 p Gulf Coast Supply wood straws with self sealing washer at 12" o.c. max spacing over ASTM D Metal Roofing and manufacturing (tgpe 2) 30 lb felt underiagment Installed with min. 4' aide laps and 0 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" c.c. in field. Attach deck to trusses using attachment detail on roof plan SCALE: 1/4" = 1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALLAPPLICAELE 0000. -0'-4" A.F.F. 12 4 1 SLOPE SCALE: 1/4" = 1'-0" 5/8" thick x 8"a cut coral finished stucco bands 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" woodF 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 Ass s aced 6 O.C. at all laps and two staggered rows 12" o.c. in field. Attach FILE CO dpeck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION q9 gl��FgS SON, FAFS0OHF9S09 � �Tgch' �9�C090 ly �F�TS ��uno� elan t r� �1/2" drywall ceding on truss bottom cord Als 2" x 4" top plate JANNVOS a. iration Design Pressure Date of Approved g DTeats ± 60 par 10�9-21 + 50.0/-60.0 psf op 1/2" drywall on + 50.0 PSF ®� 0� 2" x 4" studs at IL" o.c. PV,B G� \Sb - ± 48.2 PSF i*� �� G( 'DP" sSiTtation Design Pressure at+L+t )a a of Approved Tests + 118.9 PSF base -board / 2" x 4" P.T. bottom plate - 108.5 PSF Siding stucco on Block Model T4 12" vented Install using d x 2" battens at us o.c. screwed to soffit framing using +55.0/-35.0 PSF Soffit FLU 12198.3 Vinyl Soffit iCaycan O 12" dia wood screws in eshankrnaii witteli/ " d to ba. attens using Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" FI# 15014.2 Products LL.0 long SS screw head combo. with Neoprene washer at 12 1/2" o.c. ± 45.0 PSF Panels Storm Panels along the bottom and 13" o.c. at the top I have reviewed the above and approved it by my seal below. ( Architect or Engineer df Record ) J l I 1 \ 4" concrete slab with fibermesh OR 1 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition r+ SIT. LUCIE C NIT BUILD N VISION REVIEWED FOR CO I: AINCE REVIEWED B DATE "- SITE OR NOINSPECTION(S) WILL BON JOB E MADE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 11" H. 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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 Categorg: II Wind Velocity: 165 mph ultimate Mean ROOF Height: II'-0" Roof Pitch: 4:12 Internal Pressure CoaTilli-ci-ent: ±O.I8 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 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+0.6WL; 0.6DL+0.6WL Components t Cladding Wind Pressure (NET) ROOF Zone: 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 pat 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 pat Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered For Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detain Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Teat: psi This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3*1 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: J-5- psf FLOOR DEAD LOAD: 1O psf JOB ADDRESS: TO III]OPITCH I 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Braden it Braden AIA, PA Wynne Building Corp. Da5egD� son Revisions : Sheet Comm # Architects - Planners GARAGE 41'1 S.E. Coconut Avenue JJ�� Drawn by: 1 _ Tel : (112) 281-8258 The I rand Car 1 t on LEFT C.C.U. i 2 - 2 ,o Fax : (112) 281-8283 Spanish Lakes Checked by: E-mail: bradenaiag comcast.net St. Lucie County Florida D.R.B. OF 5 Stuart. FL 34994 #AAC000032 SCALE: 1/4" = 1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALLAPPLICAELE 0000. -0'-4" A.F.F. 12 4 1 SLOPE SCALE: 1/4" = 1'-0" 5/8" thick x 8"a cut coral finished stucco bands 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" woodF 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 Ass s aced 6 O.C. at all laps and two staggered rows 12" o.c. in field. Attach FILE CO dpeck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION q9 gl��FgS SON, FAFS0OHF9S09 � �Tgch' �9�C090 ly �F�TS ��uno� elan t r� �1/2" drywall ceding on truss bottom cord Als 2" x 4" top plate JANNVOS a. iration Design Pressure Date of Approved g DTeats ± 60 par 10�9-21 + 50.0/-60.0 psf op 1/2" drywall on + 50.0 PSF ®� 0� 2" x 4" studs at IL" o.c. PV,B G� \Sb - ± 48.2 PSF i*� �� G( 'DP" sSiTtation Design Pressure at+L+t )a a of Approved Tests + 118.9 PSF base -board / 2" x 4" P.T. bottom plate - 108.5 PSF Siding stucco on Block Model T4 12" vented Install using d x 2" battens at us o.c. screwed to soffit framing using +55.0/-35.0 PSF Soffit FLU 12198.3 Vinyl Soffit iCaycan O 12" dia wood screws in eshankrnaii witteli/ " d to ba. attens using Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" FI# 15014.2 Products LL.0 long SS screw head combo. with Neoprene washer at 12 1/2" o.c. ± 45.0 PSF Panels Storm Panels along the bottom and 13" o.c. at the top I have reviewed the above and approved it by my seal below. ( Architect or Engineer df Record ) J l I 1 \ 4" concrete slab with fibermesh OR 1 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition r+ SIT. LUCIE C NIT BUILD N VISION REVIEWED FOR CO I: AINCE REVIEWED B DATE "- SITE OR NOINSPECTION(S) WILL BON JOB E MADE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 11" H. 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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 Categorg: II Wind Velocity: 165 mph ultimate Mean ROOF Height: II'-0" Roof Pitch: 4:12 Internal Pressure CoaTilli-ci-ent: ±O.I8 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 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+0.6WL; 0.6DL+0.6WL Components t Cladding Wind Pressure (NET) ROOF Zone: 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 pat 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 pat Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered For Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detain Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Teat: psi This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3*1 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: J-5- psf FLOOR DEAD LOAD: 1O psf JOB ADDRESS: TO III]OPITCH I 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Braden it Braden AIA, PA Wynne Building Corp. Da5egD� son Revisions : Sheet Comm # Architects - Planners GARAGE 41'1 S.E. Coconut Avenue JJ�� Drawn by: 1 _ Tel : (112) 281-8258 The I rand Car 1 t on LEFT C.C.U. i 2 - 2 ,o Fax : (112) 281-8283 Spanish Lakes Checked by: E-mail: bradenaiag comcast.net St. Lucie County Florida D.R.B. OF 5 Stuart. FL 34994 #AAC000032 I have reviewed the above and approved it by my seal below. ( Architect or Engineer df Record ) J l I 1 \ 4" concrete slab with fibermesh OR 1 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition r+ SIT. LUCIE C NIT BUILD N VISION REVIEWED FOR CO I: AINCE REVIEWED B DATE "- SITE OR NOINSPECTION(S) WILL BON JOB E MADE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" 11" H. 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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 Categorg: II Wind Velocity: 165 mph ultimate Mean ROOF Height: II'-0" Roof Pitch: 4:12 Internal Pressure CoaTilli-ci-ent: ±O.I8 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 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+0.6WL; 0.6DL+0.6WL Components t Cladding Wind Pressure (NET) ROOF Zone: 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 pat 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 pat Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered For Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detain Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Teat: psi This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3*1 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: J-5- psf FLOOR DEAD LOAD: 1O psf JOB ADDRESS: TO III]OPITCH I 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Braden it Braden AIA, PA Wynne Building Corp. Da5egD� son Revisions : Sheet Comm # Architects - Planners GARAGE 41'1 S.E. Coconut Avenue JJ�� Drawn by: 1 _ Tel : (112) 281-8258 The I rand Car 1 t on LEFT C.C.U. i 2 - 2 ,o Fax : (112) 281-8283 Spanish Lakes Checked by: E-mail: bradenaiag comcast.net St. Lucie County Florida D.R.B. OF 5 Stuart. FL 34994 #AAC000032 FLOOR FLAN ll_� _CRASH POST DETAIL TYPICAL NOTES: SCALE I/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 3'ste high by 4° diameter eel crash post. Floor proceeding with Work. Flange with 4 - 3/8" 2_ Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into sea (3/8°t So ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5_ 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL Wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2r," 2' handicap accessibility requirements. �,' 12. Lowest finished floor to be set by Governing Building Department 31 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 450 per FBC R302.9,2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case harl materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl 18. with P.B.C. R316 - see permit info box of code edition Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395, C1396 be C960, C1002, C1041,C1111, CI118, C1218, or and shall installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. of fasteners spacing Nail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min, thickness Ceiling Perpendicular 2.4 1" 12" 13ge 1 3/8" lloong with 19/44" head O 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either 14. all16° 0.080" dia. xx 1 6/8" long with Direction 15/64" head OR Gypsum board nail 0.08L" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 2,4 12" 13ga 1 5/8" bong with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR 0.092" dia. xx 1 1/8" long with Walls Either I6" 8" 16" Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 I/8" with 19/G4" head. Install SGD thru buck into block with 3/I6" tap -con wit 1 1/2" penetration at 6" o.c, Max. from each corner and 20." o c. Max thereafter at head per produ t approval Use 3/10 tap -con with 1 1/2" penetration at L" p.c. Max. from each corner and 20i o.c. max thereafter at sill per product apprc 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 accompany(nce AA smoke E 84 developed index not to exceed 490 when tested in accordanwithh STM Insulation shall comply with P.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL $11451.12 26 ga. Sv crimp metal roofing attached to plywood deck using 49 x 1.5" (type 2)aws 30Wlbhfeltf underlagmentainstalled with minx spacing iI psover a and C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced C o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane (10) I0d ox eat/2" each 12 ( 24" o.c.) supporting Max. 4 1810lbs. uplift i Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit installed using 1/8" die shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet #I 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Wood - 011 0I MEN I TYfi iCAL SECTiON PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) dR-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (U 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or Cont. for bottom row over openings 1/2" drywall over i" x furring strips at 16" o.c. with R4.1 Fri -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlg proportioned per FBC RL01.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). `Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with ribermesh OR G xL" 3$10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 1HI-j1j1- 14" x 14" Concrete footing with (2) 45 bars cont. and 45 transverse bars at 48" o.c. Scale : 1/2" = I'-O" 'r to nails Masonry Beam 011ru N.T.S. Head fixed door sliding door 1 1/2" Sill Sllding Door Detail At Masonry Wail NTS AREA CALCULATIONS Living A/C = 144L sq. ft. Front Porch = 1"41 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,5L8 2" VTR JIL I I I I 21' VTR / 'I Master r/JIL Bath I I r ILay. I 2" I Lev. I 4• 1 2" VTR 3�. I JIL i I 2" 3. % seer. Kit. Sink I Kitchen 2 I Lay. i 3" w.c. Bath 3*2 shwr. S. C.O. To Septic PLUMBING RISER I" x 6" P.T. Buck nailed to ( t block with case hardened nails prior to door attachment r Masonry Wall gpical Flooring Install SGD thru buck into block with 3/14" tap -con with 11/2" penetration at 6 o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb UUlndouw Schedule Mark Size Rouclh Open. Window Description PRESSURE ZONE I. 4'-5As" x 5'-3 %8" 54%a"x 63/4" Single Hung ZONE 4 2. 6'-2/8°x 5'-3 %' 15" x 6314" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21Y2"x 38%s" Single Hung ZONE 4 4. oI%'-x 4'-2%' 54%'x 54ya' Single Hung ZONE 4 AL and AL AL All witli Windows to be aluminum windows w/ tint mullions per elevations. windows to withstand pressures in permit info box on sheet I windows in bathrooms to be tempered rough opening dimensions to be verified by contractor manufacturers specs prior to construction Door Schedule s Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%,, Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" x 81 '/,, d°w ;;;� Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81'/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold A Exterior doors to withstand pressures stated in permit info bo� on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 Alll rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 34'-O" 14'-0" 9'-6" 12" 8'-L., 12" DD DD------- IEIEI i DD EGRESS co) D 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above O Covered Porch 0 i 0 - �- 12'-8" D O N -77D DD O O MASTER I 2 � U BEDROOM I - � S 8'-O" to 9'-8" A.F.F.00 i v rik 8'-O" A.F.F. Vaulteld Ceiling u -LLD-Flat Ceiling o o GREAT ROM I D I Rod t half L' 4" I �- H.B. Vanity to I i° I r 1 N Nry 2„hlg I N 34 %Ln I O �� CL O I o 2" x 6" knee -wall 8'-O" to T-8" A.F.F. J W below top Vaulted 11rr r I counter Ceiling I I I DINING LIXEN CAB NE Rod t Shelf J 8 /,e� ;F I R O O M Q D ` ow- A T H Vanity to be '/2"high O D H I 34 V •7 I (4111) 9Y4n 1r_0 3/4" High Wll O iv �9 ° -m a I _ KITCHEi�I Veni through Dryer wall <ro O L - _ 1-1/2" - N -hang 1 8'-O" A.F.F. Ever - Flat Ceiling ° ° HO d 4'-1" D B. pper ca inets to D O extend over Ref. 3'-O"4" cNv 2" feller I `~ I `° E BATH O nin9 Rod t Shelf O O A/C O O _ R-II $atta nwleG"n W. H N N_ E O # I 4"0 Steel Ballard See detail op thl§_slyget W 22" x 54" I�" I ? m O Provide auto Attie Aeeea O cuv 1201 with light closer€ J L - - - - - 22" Q _ 8'-O" A.F.F.- N n 150 IRV Flat Ceiling Amp vrp I Meter Panel m L o o m rr © SECOND m� ,5 - / E RGEN Y BEDROOM -C A R " E ��\ EGRESS - D O -4" A.F.F. ° D MTJ 101E rylf O Flat Ceiling D D N - F. �0,o 3 O D ---- EGRESS - Block wall I ° D D aoDD garage to be k struck block � i O 1 I I O O C VER D 6 j j 12" x 12" concrete column block filled 4'-6" 1 0RC with concrete and (2) 1 bars vert. tie O into lintels above I 6' 2" I ® I I I ME 0N DO a-01 ll, DO DO 3'-5" 9'-01, 3'-5" 2'-8" 2,_8„ 4'-2" 5'-4" 15'-101, 5'-4" 3'-4" 34'-O" Install windows thru buck into block with 3/I4" 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 - / \ Buck to be I" x 4" PT Detall at Windows Braden t Braden All A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail: bradenaiaacomcast.net Stuart. FL 34996 #AAC000032 "x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS Wynne Building Corp. The Grdnd Carlton Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION GARAGE LEFT Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. F1,E COr Attach buck to block wall with A a 1/4" dia. Elco conc screws with min. 1 114" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x L" PT Buck of wall apes 48 Wood screws thru jamb into buck at each hinge and 15" o.c. max and ri t arI at i1nnn orior to door attachment NTS Revisions Sheet Comm # 2. 112 - 2 � OF 5 STRUCTURAL_ NCT�S 34"0" 20"0" 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 70 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: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI ROOF (DL+L ) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 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 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 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 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: BEAMS: 1-1/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE �PRESSURE O U N D �4 T f O N FL �4 N TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceedin with construction. 2. Contractor shall be responsible for veriflcatlon 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. V erlf y all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at '48 O.C. max. Provide (1) filled cell on each side Of Openings upp to 5'—II" wldel Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and Up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 2�" 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 �0, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 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/ 30" overlap SEE TYPICAL at each filled cell /SECTIONS 4" concrete slab with Fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill C3E —Illi— (nI I I I 1 11_- - 14"w x 14"d concrete monolithic Foottng with (2) #5 bars Cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR CxC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per c Foundation plan ., 10" 12" DETAIL AT GARA 12" x 12" concrete column block filled with concrete and (2) 4-1 bars vert. tied into lintels above Top of footer 16" below finished floor (2) #5 bars cant. bottom steel E STEPDOWN SCALE 1/2" = I'- Verifg house slab height in field 30"x30"xlC concrete column footing with (4) #5 bars each way COLUMN FOOTING DETAIL SCALE I/2" = r-O" Thicken edge to 8"x8" with concrete and 4" cor one 45 bar continuous 6"x6" trio clean GRADE to —_ SCALE: 1/4" = I'-O" 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. slab with fibermesh OR WWM on 10 mil Visqueen over cted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 45 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar, floor slope. #5 bar in curb \ �111= iil SEE TYPICAL "ECTIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean ccImpacted termite treated fill O'-O" a F.F. ' 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. j` Sj GARAGE CURB DETAIL 1/2" = 2" x 6" PT wood secured with 3/8"dia. x 6" anchor bolt at 18" o.c. overheard 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 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden ,AI,A, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 28-1-8283 E-mail: bradenaia5comcast.net Stuart. FL S499L UAAC000032 — ___1 — 7 — I 00 0o t �� ��yyo0 00 _ -_ ° T Or----- -- �O F F aI— — � �L—I �I - Filled cell under F1 O girder above I _ 24" Rear Patio/Slab r O_ r J to be poured separate �I from the house slab. m I O I of ,❑ - Thicken footing to 24"w x 14"d x 24"L I I I FI under filled cell I _ under girder bearing. LOO O— O ° O O 00 ❑I ------Fi - - - -- io v I Rear Patio/Slab to U S be flush with bottom of I ° v U I sliding door recess. I F_ v a I Slope 1/2" F_ u_ If- �I ' I F- I '- I I I� I 1'�2'-A" 0 (V I I 4" concrete slab with fiber esh OR a 6"x6" 910/10 WWM on 6 mil V squeen over clean compacted termite tr ated fill I FI I I I � V I � I �I m I I I� fir - -- - - - - - - w.H. I 4" 0 Steel Ballard filled w/ Concrete 0 �— O Q I Nvv I I L E m N I E.! LF_ 4J o 0 In ,Q 1 m\ _il O �5 U a I ° E I I U() c cv F S i I F5 �i* v UJ i H.B xil 0 ( —� Recess for I — — — — u l N � �n ran Garage Door 7M � °---——— — — — — —— - 3'-5" Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 9'-O" 6'-2" II'-6" F 6' 12" x 12" concrete column block filled with concrete and (2) #7 bars vert. ti into lintels above 3v FWin FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 3o" x IG"p COLUMN FOOTING WiTH (4) #5 BARS EACH WAY FF 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS - CURB a 0'-0" Date Drawn : Revisions Sheet 5-9-1-1Comm 5-9-I GARAGE Drawn by: LEFT C.C.U. a , 12 - 2 Checked by: D.iR.B. OF 5 R00F SHIEETiNCj ATTACH 1ENT OETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 1*8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke KreZone Area Edge Field Fastener Pressu re 1 6 611 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 76 psf 3 4" 4" 8d ring shank 84 psf 16 1one * Zone 3a 6" 4" #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 Concrete / Lintel Column Ver�laP� 12"x 12" lumn Block #7 7 Reber Reber 49 Bar Dia. Mln- Overlap to Lintel Attachm&nt NTS Provide #S bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide Cast -Crete —r 8U8-OB/OT precast lintel set in mortar Min. 8" Bearing Provide #5 bar get in pre -cast lintel into beam where length of the opening calls for it. Provide T Buck attached per dumb letads int filled c 4" Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. CBS WALL Scale: I/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5' nails at 4" o.c. rZZ Install Simpson MGT into wall using dia. threaded rod set min. 12' \ into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT I CENTER BEARING,: POiNT 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 Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field Substrate — and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL, #II4S1.12 26 ga. Sv crimp metal roofing attached to plywood deckl using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spading over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel #5 bars = r:v::CLEAR •i Lintel Length Bar Length Clear Span n rr A Bars u u B Bars '-6" 2,93 Will, 2'-10" 2'-8" none 3'-C 3'-4" 2'-2" 2,43 none 8F8-OBAT 811111 BFe-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none #5 are CLEAR ' 'it` 4'-6" 4'-4" 3'-2" 2,43 none One Row of "H" ,� Block Above :.; .: 5'-4" 5'-2" 4'-O" 2,43 none 2,44 none r . 9 Precast Lintel 6'_6,: 6,_4„ 5'-4" 2,#4 none ,';•i'! '.; I Additional •"''.... i 95 bars y __-y 1'-6" 7'-0" 6'-2" 2,#5 none 810I4-IBAT 8FIL-IB/2T 71-10" 1'-0" 2,#5 none NOTES: ALL reinforcing steel Is grade LO. I. min. coverage of steel=l.5" 2, min. bearing required a ea. end=8" S. standard for remf, steel=A57M ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE > LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "He Block Above Bottom Steel Size Top Steel S1zB Max. Gravitg Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 T-2' V-0 8F8-OB/IT 1 #5 3o69 1549 1024 L31 2'-L" 2'-8" 4'-0" 8FB-oB/IT I tt5 25Li 13L3 165 L45 4'-5" 5'-10" 811:8-OBAT 1 #5 1105 909 339 L50 5'-0' V-L" 8F8-OB/IT 1 #5 1238 835 121 LLO 6'-8. 1'-4" 8F8-OBAT 1 tt5 1011 121 554 1_80 8'-0' 9'-4" 8111 I 85 2 tt5 152 591 512 L90 9'-O" 10'-4" 8F8-IB/2T I tt5 2 tt5 L43 530 401 L90B 9'-0' 10'-L" 811111 ONE 1 #5 2 tt5 1533 1183 401 LI00 10'-O" II'-4" BF8-IB/2T I tt5 2 #5 582 444 1 452 LI005 10'-0" 1 ll'-4" 811111 ONE 1 #5 2 tt5 131.1. 1028 1 452 LI20 12'-0" 13'-4" l3l' /2T I #5 2 #5 411 428 32.4 L120B 12'-0" 13'-4" 8FIL-I15/211" ONE 1 #5 2 #5 1015 110 324 LI40 14'-O" IS'-4' 8FIL-3/211' ONE 1 #5 2 #5 1250 609 259 LILO W-O' m'-4' 81"1 1 #5 2 tt5 300 192 194 LILOB III m'-4" BFIL-IB/2T ONE 1 #5 2 #5 950 500 194 - 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 Aluminum Drip Edge It Fascia 12" 2" x L" Sub-Fascl Kaycan full o vent viagl soffit installed using 1/8 dia shank x 15" long gale. rooting nails with 3/8' dia. head per product approval - see chart sheet W 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied_ into lintels above thicken edge to 8"A" with concrete and one #5 bar continuous BEYOND Top of footer 16" below finished floor 12 4 horizontal wood mto vertical w Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) IOd is at each web on 3/8" hi-nb lath ntal and vertical wood r staples to provide 9" penetration into ming and 3/4" penetration framma members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan — Slope per foundation plan —II r > 11 1=i � I ITI I I I1 Poured Cor concrete bl Poured Contrail concrete block i Concrete � Manufacture Flush Moun W ood Base chore Per space ter Detail Aluminum Panel sizes per manufacturer — Be.`f4bical Stud Dacei 1/8" X 3/32" Ling Nut w/ appropriate washer and spacing v per manufacturer's Details � 043' Stud Detail Stud w/ Die Cast Zinc NTb Nickel Plated Li Nut nits Brace Gable end with 2" x 4" SYP 3:2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE-ENGINEERFED WOOD TRUSSES 0 24"o.c. TYPICAL ( shop drawings by manufacturer ) in a) � X fu L O� 0) N 5 d oaa IJU TT L T 0 to U) o m w 0LL EC_ 00 — O N C14 U " L �. < .L W Brace Gable end with 2" x 4" SYP #2 min. 8Pt back nailed to bottom — of top chords using (2) IOd nails at each truss \R-30 blown fiberglass in bottom chord of trusses /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 (U #5 bar cont. for bottom row over openings 1/2" dr wall over 1" x furrin strips at IL" o.c. with R4.1 Pli-foil nsulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. n Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC RLO-1.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) 0 Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking to ( 2-4" o.c.) supporting Max, truss leg per detail on this sheet HETA 20 1810 lbs. uplift t 00 IN ME IWA 14, ON NINE,. No I —1 mr FAg&M!V&#AJ �I 11 Eli FAA, 0 0 I� I Fill cell with concrete and O O f� (D #5 bar vert. I/4 N HETA 20 F_ _ O UJI 2 N N � X L � r O m C`I to d (a LO DL a L a U V to d O E_ E OD ; ul U ry L Z " r O Ul Max, spacing shall not exceed unless otherwise noted see undation plan notes for se e foundation — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF FITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibeafi mil ViYisqueen over G"xb" #10/10 WWM on L mil en — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fill — ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE iljllllli,.11ll����=IIII��� I�lll li'i_ � FI Tgpical Section at Front fi orch " Braden It Braden AiA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 287-8283 E—mail: bradenaia8comca5t.net Stuart. FL 34996 #AAC000032 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 CONSTRUCTION Wynne Building Corp. Date Drawn Revisions Sheet Comm # GARAGE 5-9-1-1 The Grtrand Carlton LEFT Drawn by: 12-2� C.C.U. Spanish Lakes Checked by: St. Lucie County Florida ID. R.B_ OF 5 PANEL "A" D,,eription Pales BR Load Wire Description cire# circ# Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 #L 12.0 kw 5o 2 30 4.5 kw #10 40 gal. water HTR 5 L Range 1 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 I� Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts 912 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 412 20 1 1 20 1.2 kw 412 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 1.4 kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepte #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts 912 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 I 20 #12 General Lighting 35 31. Bathroom GFI #12 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting 412 20 I 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) .. Small, A,A,ppliance, C.ircuit(s). . . .. . . . . ............ . . .. Range . ... ........ Refrr. igerato...... .... .. . ............... ... Microwave ................................................... Dish Washer ............................................... ......... :. Clothes Washer Clothes...D.ryef.............................................. Water Heater ............................................... W,ater..Pump................................................. Garage Door Opener 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 I 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 $100% 1 10,000 10,000 Remainder 21415 ®40% 1 O 10,944 Electric Heat or A/C 10,000 00% 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 $ Single Pole Switch ® Recessed Can Light $s Double Pole Switch ® Eyeball Recessed P1B Push Button Switch __0� Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light =�q L.P. GrC Waterproof ground fault circuit interrupterrc Light with Pull Chain (attic) ® Floor Duplex Outlet @ I computer Connection Jack r-cm-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac il'i Electrical Meter Qs Smoke Detector %4p Gelling fan © Television Jack Telephone Jack ncs c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up ❑I: Intercom vent_thru ___ Soffit A/C Meter :gj] 143 CFM IOXIOX4 MASTER BEDROOM 143 CFM IOxIOxf 12x12x9 B/A F1 F�1 1\ -- _ ------ a\ I - ` 1 B/A CLOSE f( CFM \\ 8x4x4 a. �I \`' ' 1111 1 \ --���r-� ATH o 10, I 150 Amp Parfel CFM 12 xi I- -To w.H. F -22" x 54" I Attie Access with light L - - - - - � GARAGE I r-----------------i I I I I I I I I I I I I I I i I i I i I I I I PATIO/SLAB I I CAR IAT ROM I 169 CFM I Center Registers lG9 CFM on ceiling fan IOXIOx I ( \ IOxIOx­I 12" _RnA1 �Ce17' 1 20K20 T to ®= JUNCTION BOX TO SUPPORT A FAN O=THERMOSTAT LOCATION M E C�/4N i C A L L/4Y C U T B/A = BALANCED AiR Electric Notes: SCALE: 1/4" = 1'-0" I. Use copper wire only, no aluminum. Il. It is not the Intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 18. All Work shall be done in accordance; with the N.E.C. and 1. Recessed cans to be installed per NFPA requirements- shall comply with all local codes and ordinances, and shall 8. AFCI receptacles are required in all rooms except meet all standard requirements of the I local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. A/C Return Air Balance Must comply w/ FBC RM1602 19. The electrical system shall be compl Iltely and effectively 10. A/C Refrigerant fines that are run thru slabs must be rounded as wred b the latest edition of the N.E.C. sleeved in PVC g re q y 11. ALL A/C Equipment shall comply with energy calculation 20, All material shall be new and shall bear underwriters' 12. All Work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters Of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per F C RM1502 DINING ROOM a 11 4" �� _ 1 213322 ICFM Q i 12x6xl SECOND 11 BEDROOM I j Ln I2x12x8 �1 B/A COVERED PORCH H.B. __ Vent_ thru Hof fit A/C disc. 42/0 Aluminum feed AMP I %s" Conduit PCB A EL M TE AHU 2" PVC ( FPL�-� 2" rigid service FPL-Bareto 5 conti copper i in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install owlet or under disci/ not shown clarity A/C Meter i I6" MASTER BEDROOM i [ono CLOSE PATiO/SLAB --` Covered Porch, s 1 \ 1 1 WP GFCI \ 1 Smoke / Carbon GROAT Monoxide Detector R ii O M Combo I S I CM I I I ( I� 1 TV II I II I II I DINING _ I GFCI I I R O O M u ` Fc ` I GFCI GrC1 I i4 m s•... trrn or.•.o rrv. am.•ro vrrswd.•.•t.•.mr a tz co s..5•.• `0 42" GFCI w.H. I / " X 54" 1�" I I F �W® 22 I Attic Access O Cents with light I L I J \ r --- 150 AMR Ic Optional � 1 Panel \ panel location Pull chain \ light in attic 42" GFCI GARAGE II Garage Door Opener r ----- -----� I I I I I I I I I I I I I I I 1 I I I I I I I I Total Attic Space = 2124 sq. ft, Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Soffit 50\CFM I �V/ O// \\SECONO BEDROOM / WP GFCI \ `\ COVERaCZ / n P-01P, H f FILE SCALE: 1/4 I'-O" Post Light with v o Photo cell I �. v� u Braden $ Braden AIA, FA Wynne Building Corp. Date Drawn : Revisions Sheet Architects - Planners 411 S.E. Coconut Avenue J� CaARACaE Drawn by: Tel : (112) 281-8258 The I e G r d n d Carlton LEFT C.C.U. Fax (112) 281-8283 Spanish Lakes Checked by: E-mail: bradenaia comcast.net St. Lucie County Florida OF 5 Stuart_ FL 34994 UAAC000032 H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light Comm 4 12-2�