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HomeMy WebLinkAboutBldg plans\nc) \� �) �Jxl File CoP3 8'-1" T.O.B. 0'-0" = Finished Flo Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 2( gs. 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 1felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 5" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE 2 i ® O 5/8" thick light textured �{ stucco on typical concrete block construction .2„ F OH or 5/8" thick x 8"w cut coral finished stucco bands 1-EF7 ELEVA710N SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib 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 5/8" thick x 8"w cut a, finished stucco bands 3 thick light textured stucco on typical concrete block construction — — — — — — — — — — — — — — RIGHT ELEVATION Finish Columns with 5/8" thick cut coral finished stucco bands 1" H. 9/8" thick x 8"w cut coral finished stucco bands ELEVA710N NOT�S: GuIF Coast Supply and MFG 5a Crimp Metal roofing ck sing # TERMITE0;U8%J 0A7� ENTS 26 ga. Svi crimp metal roofing attached to plywood deck using #9 x 1.5" �+T wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment metalled with min. 4' side laps and 6" end ARE THERESPONSI9I OF laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails THE R PO SIBI spaced 6" o.c, at all laps and two staggered rows 12" o.r� m field. Attach of R deck to trusses using attachment detail on this sheet \ St thick light textured stucco on typical concrete block construction REAR ELEVATION - Overhangs at 1'-O" unless otherwise noted on Roof Plan - Roof pitch at 4.12 unless otherwise noted - Ang changes to this plan Shall be submitted to the architect for approval In writing prior to starting construction. - Return ALL Stucco Bands into LUlndow or Door. 12 SLOPE 4 SCALE: 1/4" = 1'-0" 12 SLOPE 4 ALL MANUFACTIJAIM LA13L U FACTORS AND SHGC O WITH FBC ENERGY CO REMAIN ON ALL DOORS M UNTIL INSPECTIONS ARE M 12" THESE PLANS AND ALL PRO OSED WOF D.H ARE SUBJECT TO ANY COI RECTIONS REQUIRED BY FIELD INSPEII TORS THA1 N'MAYBE; NECESSARY: IN C RDERTO. COMPLY WITH ALL APPLICA ILI CODES Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = I'-O" Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 in.. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" screws with self sealing washer at 12" O.C. max apacing over ASTM D 2) 30 lb felt underlayment installed with min. 4' side laps and IV end fastened with corrosion resistant tin caps and with 1.25" ring shank nails id 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach to trusses using attachment detail on this sheet 2.. 8'-1" T.O.B. Ah 22 II H. H. o❑ ❑ 5/8" thick x cut F(D n coral finished stuccoo bands o'-a' =Finis ed Floor Ah Finish Columns with 5/8' thick light textured a.aIRV 5/8" thick cut coral stucc o on typical concrete finished stucco bands lock construction 2" x 4" top plate 1I 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base —board ----\ 11 11 / 2" x 4" F.T. bottom plate FRONT ELEVATION \ 4" concrete slab with fibermesh OR 6"xL" 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill nterlor Non—Bearinq Partition nts Braden it Braden AIA, PAL Wgnne Building Corp. Architects - Planners S.E. Coconut Avenue The Gr a n d C eIr l t n Tel el : (172) 28�-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenala8comcast.met St. Lucie County Florida Stuart. FL 34994 #AAC000032 }ZF.VJTIN FD FO ONIiP- LA -NC, DATE ur sic ANl) M11T M17ST Bf OP; hO INS1'ECjloN MILL LE 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" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 1,4 -II -I I�•�7i I -I II - SCALE: 1/4" = 1'-0" R 5/8" thick x 8"w cut coral finished stucco bands —0'-4" A.F.F. 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- ll'- " Roof Pitch: 4:12 Internal Pressure Coefficient: t 0.18 Subjectabditg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: " Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD desi�ggn Load Combination: ASCIE -10 Section 2.4 DL+LL; DL+0.6WL; O.LDL+O.6U)L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 par 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 oaf Wall Zone: 5. +35.8/-41.8 par 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 Details Provided? Yes Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 311F _ pat ROOF: DEAD LOAD: 10 par FLOOR LIVE LOAD: --IS— Rat FLOOR DEAD LOAD: 10oaf JOB ADDRESS: ' `A O moo.-- � .ITCH 0 = Roof Zone I Walla Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Date Drawn Revisions : Sheet Comm # 3-1-14 10-18-14 Product GARAGE Drawn . b Approval Revision RIGHT �.C.0 - 4-4-11 Plan 12 — 2 7 Checked by: review revis D.R.B. OF 5 File Copy FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" I. Contractor to verify ALL notes and dimensions prior to 39" high by 4" diameter steel crash post. Floor proceeding with work. Flange wlth 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into slab (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. <6.1� 4. No dissimilar metals to touch. 2'/2" 2rs" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix /3,8•• ° 6. Drywall at ceilings shall be leveled and attached to bottom chord , of trusses with screws per FBC R702.3.5. ° ° 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 12' 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. I1. Contractor to Provide a 2'-8" wide door at one bathroom for 2 handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302,6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 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 Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck Walled to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C3�, C�9, C415, C514, C630, C931 C40, C1002, C1047,C11-11, C11-18, C1278, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max, of fasteners spacing Nail sizing options for installation of dr wall into Spacing Maximum wood Framing members Nails Screws 2" x min. thickness 13ga 1 3/8" long with 19/64" head Ceiling Perpendicular 24" 1" 12" OR 0.098" dia x 11/4" long annular -ringers or 5d cooler nail /2 OR Walls Either 16" all 141, 0.080" dia. xx 1 5/8" long with Direction 15/64" head d R Gypsum board nail 0.086" dia. x 16/8" with 9/32" head. 13ga 15/8" long with 19/64" head Ceding Perpendicular 24" T 12" 0.098" diameter x 1 3/8" long annular -ringed or 12 cooler nail e R Walls Either 16" g" 16" 0.092" ills. x I 1/8" long with Direction I/4" head OR Gypsum board nail 0.0915" dia. X I 1/8" with 19/64" fiead. Install SGD thru buck into lJ O block with 3/16" tap -con with U 1 1/2" penetration at 6" o.c. max, from each corner and 20." o.c. max thereafter at head per product approval AREA CALCULATIONS Living A/C = 1-446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq, ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2" VTR JAL I I I 21' VTR Mastery/ i J;L Bath Lay. I 2" I Lay. 4' 1 2" VTR W .C. 2'Shwr.shwr. . Ta Septic PLUMBING RISER 'Vi • xi 1" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door Use 3/14" tap -con with sliding door 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max v Masonry Wall thereafter at sill per product a proval �--- 77 I/2" - Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, Belding DOOf DG-'tall I I/2" penetration at 6" o.c. max. A108.1, A118.1, A118.3, A136,l and A13-IJ from each corner and 20." o.c. max thereafter at Jambs per product approvalJamb 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM At Masonry Wall NTS C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members Installed Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1165IJ2 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 ASTMD (type 2) 30 Ili felt underlayment installed with min. 4' side laps and 6" e laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) Iod x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supp�orting Max. 4 at 24"o.c. TYPICAL Ie101ba. upliFt (shop drawings by manufacturer) Aluminum Drip R-30 blown fiberglass Edge t Fascia in bottom chord op trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute Kagcan full o vent vm9l soffit installed precast lintel filled with concrete and (1) 45 using 1/8" dia shank x 1.6' long gaiv. bar cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" dr wall over I" x furring strips al I6 O.C. with R4.1 fi-roll insulation on typical 8' Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction bo Mortar to be Type 'M' only proportioned per FBC R601.1 and Mortar Jonts shall comply uuth FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (l) 45 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Grade III IIII III III I a - � IIII IIIIIIII-IIII. 'i�i=IIII _ - ICI IIII=IIII- j1j1 14" CondFete footing l4" with (2) #5 bats Cont. and #5 TY F i C A L SECTION transverse bare at 48" O.C. Sca'.e : 1/2" = 1'-0" WI dow Sch�dul� Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3 %8" 54Y8"x *4" Single Hung ZONE 4 2. 6'-2%"x V-3i%" 15" x 63i4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/,2,, 1 271%2"x 38%" Single Hung ZONE 4 4. 4'-5%'x 4'-2%a" 54%a"x 54ya" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet i ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction i Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%," Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" '14" x 81 %s"lorm of r ceu� 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 x 6'-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintelal above Coveled Porch 8'-0" to ri' " A.F.F. Vaulted telling GR AT R' OM EGRESS N I MIASTER BEDROOM 8'-0" A.F.F. Flat Ceding I I I� tR Shelf 41 Vanity to 34 Y2high- N cn r to 9'-8" A. . Vaulted Ceiling DiNING ROOMI Vanity to be 34 Y2"high \ ll'-O 3/4 m I N A.F.F. (j Flat Ceiling I- �N SECOND � -� BEDROOM O '/0 O EGRESS E0 o E 0 E " 3'-I" O 0 12" x 12" concre a column block f th concrete and (2) #1 bars v r I U) into li tels above N 5'-4" 1 Install windows thru buck into block with 3/1C tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval Of wall \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails W S prior to window attachment D e t a l l a t W 111 d O NTS Braden It Braden ,AI,A, P,4 Winne Building Corp. Architects - Planners S.E. Coconut Avenue The G r d n d Carlton Teell : (�f12) 287-8258 _ Fax : (172) 28��-8283 S anrsh Lakes E-mail: bradenaia comcast. net Sp, Lucie County Florida Stuart, FL 34994 UAAC000032 2" x 6" knee -wall � L S E T below counter top Qe I O M L - b,� 8 Rod Sfielf_ A H t---T o BATS 9 i/4„ !41") o High Wall KCHEN wer-hang - 81-0 A.F.F. E ERGENi d cc VFR D tied ORC 6' 2„ I b j H.-II Batts wlauon 4"4 Steel Ballard 8 I,„ ,%rLdAtall gn this sheet 22" x 5-4'Attic Access Provide auto I _with light I closer L 4" 15O mp m Panel GARAGE 8'-4" A.F.F. OLO Flat Ceding O N r-----------------� Block wall in I garage to be struck block I I I I I I I I 14, C I I . I I I I 0� C Exterior face of wall TALL VULKEM BLOCK SEALANT ALL JAMB, HEADER, AND BLOCK PRIOR TO BUCK TALLATION LJeLdl1 at L)OOr Date Drawn Revisions 10-18-16 Product GARAGE Drawn by: Approval Revision RIGHT C.C.U. 4-4-1� Plan Checked by: Review revis D.R.B. Ulu Q W ly ❑° O Vent ryer throug wall A/C o I Meter Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c, max and 4" max From each corner thru 2" x 6" PT Buck crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-27 OF 5 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintelal above Coveled Porch 8'-0" to ri' " A.F.F. Vaulted telling GR AT R' OM EGRESS N I MIASTER BEDROOM 8'-0" A.F.F. Flat Ceding I I I� tR Shelf 41 Vanity to 34 Y2high- N cn r to 9'-8" A. . Vaulted Ceiling DiNING ROOMI Vanity to be 34 Y2"high \ ll'-O 3/4 m I N A.F.F. (j Flat Ceiling I- �N SECOND � -� BEDROOM O '/0 O EGRESS E0 o E 0 E " 3'-I" O 0 12" x 12" concre a column block f th concrete and (2) #1 bars v r I U) into li tels above N 5'-4" 1 Install windows thru buck into block with 3/1C tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval Of wall \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails W S prior to window attachment D e t a l l a t W 111 d O NTS Braden It Braden ,AI,A, P,4 Winne Building Corp. Architects - Planners S.E. Coconut Avenue The G r d n d Carlton Teell : (�f12) 287-8258 _ Fax : (172) 28��-8283 S anrsh Lakes E-mail: bradenaia comcast. net Sp, Lucie County Florida Stuart, FL 34994 UAAC000032 2" x 6" knee -wall � L S E T below counter top Qe I O M L - b,� 8 Rod Sfielf_ A H t---T o BATS 9 i/4„ !41") o High Wall KCHEN wer-hang - 81-0 A.F.F. E ERGENi d cc VFR D tied ORC 6' 2„ I b j H.-II Batts wlauon 4"4 Steel Ballard 8 I,„ ,%rLdAtall gn this sheet 22" x 5-4'Attic Access Provide auto I _with light I closer L 4" 15O mp m Panel GARAGE 8'-4" A.F.F. OLO Flat Ceding O N r-----------------� Block wall in I garage to be struck block I I I I I I I I 14, C I I . I I I I 0� C Exterior face of wall TALL VULKEM BLOCK SEALANT ALL JAMB, HEADER, AND BLOCK PRIOR TO BUCK TALLATION LJeLdl1 at L)OOr Date Drawn Revisions 10-18-16 Product GARAGE Drawn by: Approval Revision RIGHT C.C.U. 4-4-1� Plan Checked by: Review revis D.R.B. Ulu Q W ly ❑° O Vent ryer throug wall A/C o I Meter Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c, max and 4" max From each corner thru 2" x 6" PT Buck crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-27 OF 5 5'-4" 1 Install windows thru buck into block with 3/1C tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval Of wall \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails W S prior to window attachment D e t a l l a t W 111 d O NTS Braden It Braden ,AI,A, P,4 Winne Building Corp. Architects - Planners S.E. Coconut Avenue The G r d n d Carlton Teell : (�f12) 287-8258 _ Fax : (172) 28��-8283 S anrsh Lakes E-mail: bradenaia comcast. net Sp, Lucie County Florida Stuart, FL 34994 UAAC000032 2" x 6" knee -wall � L S E T below counter top Qe I O M L - b,� 8 Rod Sfielf_ A H t---T o BATS 9 i/4„ !41") o High Wall KCHEN wer-hang - 81-0 A.F.F. E ERGENi d cc VFR D tied ORC 6' 2„ I b j H.-II Batts wlauon 4"4 Steel Ballard 8 I,„ ,%rLdAtall gn this sheet 22" x 5-4'Attic Access Provide auto I _with light I closer L 4" 15O mp m Panel GARAGE 8'-4" A.F.F. OLO Flat Ceding O N r-----------------� Block wall in I garage to be struck block I I I I I I I I 14, C I I . I I I I 0� C Exterior face of wall TALL VULKEM BLOCK SEALANT ALL JAMB, HEADER, AND BLOCK PRIOR TO BUCK TALLATION LJeLdl1 at L)OOr Date Drawn Revisions 10-18-16 Product GARAGE Drawn by: Approval Revision RIGHT C.C.U. 4-4-1� Plan Checked by: Review revis D.R.B. Ulu Q W ly ❑° O Vent ryer throug wall A/C o I Meter Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c, max and 4" max From each corner thru 2" x 6" PT Buck crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-27 OF 5 2" x 6" knee -wall � L S E T below counter top Qe I O M L - b,� 8 Rod Sfielf_ A H t---T o BATS 9 i/4„ !41") o High Wall KCHEN wer-hang - 81-0 A.F.F. E ERGENi d cc VFR D tied ORC 6' 2„ I b j H.-II Batts wlauon 4"4 Steel Ballard 8 I,„ ,%rLdAtall gn this sheet 22" x 5-4'Attic Access Provide auto I _with light I closer L 4" 15O mp m Panel GARAGE 8'-4" A.F.F. OLO Flat Ceding O N r-----------------� Block wall in I garage to be struck block I I I I I I I I 14, C I I . I I I I 0� C Exterior face of wall TALL VULKEM BLOCK SEALANT ALL JAMB, HEADER, AND BLOCK PRIOR TO BUCK TALLATION LJeLdl1 at L)OOr Date Drawn Revisions 10-18-16 Product GARAGE Drawn by: Approval Revision RIGHT C.C.U. 4-4-1� Plan Checked by: Review revis D.R.B. Ulu Q W ly ❑° O Vent ryer throug wall A/C o I Meter Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c, max and 4" max From each corner thru 2" x 6" PT Buck crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-27 OF 5 GARAGE 8'-4" A.F.F. OLO Flat Ceding O N r-----------------� Block wall in I garage to be struck block I I I I I I I I 14, C I I . I I I I 0� C Exterior face of wall TALL VULKEM BLOCK SEALANT ALL JAMB, HEADER, AND BLOCK PRIOR TO BUCK TALLATION LJeLdl1 at L)OOr Date Drawn Revisions 10-18-16 Product GARAGE Drawn by: Approval Revision RIGHT C.C.U. 4-4-1� Plan Checked by: Review revis D.R.B. Ulu Q W ly ❑° O Vent ryer throug wall A/C o I Meter Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c, max and 4" max From each corner thru 2" x 6" PT Buck crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2. 12-27 OF 5 5TRLUCTURAL MOTES: L 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 1O DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 47 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT 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-I6, t 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 TREATED, CLEAN MACHINE COMPACTED FILL 12 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. BEON MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" 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. I. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MiNIMUM Fb OF 1400 PSI ATTENTION OF THE ARCHITECT. 14. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 e 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 FO L ` D /47 0 ` , F L,4 N PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding 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. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #5 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'—I1" Wide. Provide (2) filled cells on each Side of openings from 6'—O" 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 7. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade 60, meeting ASTM A—I6 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 vart. w/ 30" overlap SEE TYPICAL at each filled cell ECTIONS 4" concrete slab with fibarmesh OR VXV #10/10 WWM on IO mil Visqueen over clean compacted termite treated fill Grade M =SEl I I I— 1 —IIII III IIII 14% x 14"d Concrete monolithic footing with (2) #5 bars Cont. All TYPICAL FOOTING DETAIL \ SgFZI F 172" = r-O" 4" concrete slab with flbermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per a , foundation plan ID" (2) #5 bars Cont. bottom steel 12" DETAIL AT GARAGE STEPDOLUN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) 91 bars vert, tied intohntele above Verify house slab height in field Top of Tooter 16" below finished floc IIII=IIII — 30"x30"AL" concrete =IIII- column (footing with (4) #5 bar# each way 30" )LUMN FOOTING DETAIL SCALE 1/2" = 1'-O" Thicken edge to Vx8" with concrete and one #5 bar continuous GRADE( \ 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. 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over L_i clean compacted termite treated fill - "lTf"✓'ri1T"—"'rl• PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vart. w/ 30' overlap at each filled cell SEE TYPICAL �ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Vx6" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill Grade R — mE; — — II "'LI —1 14% x 14"d concrete monolithic footing with (2) #5 bars cost. 14" 9GARAGE CURB DETAIL 9 SCALE 1/2" = 1'-0" 2" x 4" 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 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 Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location '4 q 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 t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (ill) 281-8258 Fax (172) 287-8283 JB E-mail: bradenaiaBcomcast.net Stuart. FL 34994 UAAC000032 34'-0" 20'-0" r r° _ _ _ ° t _ _ _ _ _ _ _ _ I 4 L—J� n n e a u e 1-1-i_i- ° r— — — — — — — —� --li IJ� L 4 FI I Filled cell under girder above O I FI o I II m I I 4 I — Rear Patio/Slab I�(L 4 o be poured separate -7 W From the house slab. 1 I o In I I N °r I I 24Thicken footing to w x x 4L a E I under filled cell FI 0 0 o El I L.11011 o-z'Az4 o =o J under girder bearing. r— — — — — — — — Rear Patio/Slab to I be flush with bottom of sliding door recesa. Slope 1/2" -, I I -a l I �I I I F1 I ^, I I El 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill )1' I I FI I oI I I` i o F- i I I I ° 0 ❑ I o I O 7, la I H. ------ - — �C F1 -W I ®filled" u/ Concrete 0 Steel lrd I �'I I I> �QQJQI II vma I i ;tE I I 4J> I FI I I t-- E I r e I eOl�' 3 IC �c ° �I v to ,� a , I r- ° ° I a ro Oi I r- U ° I L---_—_—_ U Lu (L (L � I rLo -- N— --- r ® L — — —— Recess for — — — ° ° Garage 7o' r ° ° L 3 F 72" 6'-2" 3'-52" concrete �olumn block filled crete and (2) #"1 bars vert. tied into lintels bove Wynne Building Corp. , 2' Grand Carl Spanish Lakes St. Lucie Countg Florida cU 0 N 4'-0" m I N FOOTING SCHEDULE Mark sure Description FI 14'111 x 14"10 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12'W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30' x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x e"D THICKEN SLAB EDGE WITH 1 46 BAR CONTINUOUS Qx with With 14"D Curb et Garage MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Date Drawn Revisions : 3-1-14 10-18-14 Product Approval Revision GARAGE Drawn by: RIGHT C.C,U. Checked by: D.R.B. Sheet Comm # 3. 12-21 OF 5 -Pile io ROOF SHEETING ATTACHMENT DETAIL I. 2. 1 Ilrlllllulll Ivan " 14Q — Minimum Screw Size WU n iy = 48 x Qiiu1 in . ���� �. �-.- •-• •p• 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated for 3 in permit Info box on these plans zone Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" Sid ring shank 16 psf Zone 3 4" .4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf * Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide 45 bars with min. 48 bar Provide #5 bar set in pre -cast diameters overlap into beam. Tie lintel into beam where length of Filled cell steel Into continuous beam block steel. the opening calls for it. Provide Cast -Crete BUS-OB/OT precast - -- -- lintel set in mortar LL, Min. B" Bearing - --- -- - ----- 1 Provide PT Suck ii attached per Bamb etails into filled c r i � 4" Pre -cast Filled Cell Provide tt5 bar& with min. 48 bar diameter& overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS — Nail 2" x 4" blockindg to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Verify with Plan A. r Install Simpson MGT into wall using Concrete 12"x 12" 5/8" dia. threaded rod set min. 12" Lintel Column Block into wet beam and (22) IOd nails into truss i, wv " #7 Rebar Rebar 48 Bar D14. Min- Overlap TRUSS BLOCKING DETAIL � tt��chm�nt �_` AT GIRDER STRAPPING Column to L int&l AT CENTER BEARING POINT NTS 1/8" thick light. textured stucco installed per ASTM C 92G over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of to be D Tape 2 Pelt paper using St A" o Substrate to be 19/32 COX Plywood nailed at L" o.c. o field and edges with IOd ring shank nails into studs. B EA �y( C l f J U ark Size and Description Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L 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 Ib 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 L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet BI Two rows of beam Continuous In each #5 900 bend bar block filled row. Hook with a 10" with concrete and 1 #S bar vent. bar over to bar with P min. lap at top bar. Additional Precast Lintel Lintel Bar Clear irAii Bii tt5 bar & �a::,p' ';:�.�•':' CLEAR Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2,#3 more `----' i` y---� `----' 2'-2" 2,43 more 8118-OBAT BF8-IBAT a1ii /2T Additional 4'-O" 3'-10" 2'-8" 2 n3 more M /#5 bars CLEAR '�i:� 4' -4" 3' -2" 23 none ne Row of "H" } Block Above 5'-2" 4'-0 2 =3 none 5'-101, 5'-8" 4'-6" 2.#4 none r : Precast Lintel Is ;,,,: :.,:;: f L„ G,_4�, 5,_4„ 2::4 none Additional ----� #5 bars t----� 1'-G" 1'-0" L'-2" 2?t5 none 8FIL-IB/IT 8FIL-IB/2T 2,r 5 none NOTES: 8'-4" 1'-10" �'-d„ I. min. coverage of steel-1.5" 2. mm. bearing required a ea. end=8" ALL reinforcing steel Is glade 60. 3. standard for reinr. steel=ASTM A6IS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) o LINTEL SCHEDULE. Mark Window or Doo Unit Width Lintel Size Cast -Crete Specification Rows of 'i Block Above " " Bottom Steel S17e Top Steel Sae Max. Gravitg Load (PLF) Max Uph/t Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-V eFe-OB/IT I tt5 3049 ISL9 1024 li 2'-6" 2'-8" V-1" 4'-O" BPS-OB/IT I #5 2541 130 143 L45 Ali 5'-10" BF8-OBAT I #5 1105 909 339 LBO 5'-0" L'-0 8P8-OBAT I #5 1238 835 121 LLO 6'-8. T-0 BPS-OB/IT I #5 loll 121 534 L80 W-O" 9'-4" 8P8-IB/2T I #5 2 #5 152 591 512 L90 41 10'-4" 81ii8-IB/2T I #5 2 #5 443 530 401 L90B 11 10'-L" 8FIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4" BPS-IS/2T 1 #5 2 #5 1 582 194 452 LIOOB 10'-0" ll'-4" 811111 1 ONE 1 #5 1 2 #5 1 13L1. 1028 452 L120 12'-0" 13'-4" 8F8-IB/2T 1 #5 2 __T_428 324 L120B 12'-0" 13'-4" 11111 B/2T ONE 1 #5 2 #5 1 1015 110 324 L140 14'-O" 15'-4" 81iiIL-IB/2T ONE 1 #5 2 #5 1 12s0 609 259 LILO IL'-O" IT-4" 8P8-I13/2T I #5 2 #5 300 192 194 L140B IL'-O' IT-4" BFIL-IB/2T ONE I tt5 2 #5 1 950 5OO 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 §AFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. L Simpson META 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails - ( 24' o.c.) suppporting Max. 18101be. upllft Aluminum Drip Edge I Fascia 12" 2" x L" Sub-Fasc1 Kagcan full o vent vingl soffit installed using 1/8" die shank x 15" long galv. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) 111 bars vert. tied—_- mto lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor a v 12 F 4 Aluminum Drip Edge I Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web 1/2" thick stucco an 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing 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 a Slope per foundation pian =1 I —III 11 I IIII III 11 1=1 11—I_ - -I I I E11 11 I IEEI111—dill= l l=ill 141 IIII— FI �111. „IIIIII�III Iiill���-ail. F3 T [cal Section at Front florch �P Scale : 1/2" = I'- " Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 if, Fax : (112) 281-8283 E-mail: bradenaia5comcast.net Stuart. FL 34996 #AACO00032 Poured Concrete or concrete block wall Poured Concrete or concrete block wall \\L Concrete Anchors Per Manufacturers specs is Anchors Per :arena Space 1/4"Max. Alummum Panel Sizes per manufacturer - 5ee Tupical Stud Dotal v 1/8" x 3/32" Wing Nut w/ a appropriate wisher end spacing Lper manufacturer's Dataile a o<a^ s o A, � 091" Stud Detail Stud u/ Die Cast Zinc NTa Nickel Plated Wmg Nut Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 8% back nailed to bottom of top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES ® 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) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont, for bottom row over openings 1/2" drgwall over I" x furringg strips at IL" o.c. with R4.1 fl-foll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. bo Mortar to be Type I'M" only proportioned per FBC R601.1 and Mortar dents shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex, showers, tubs etc...) Af toL N _ X L � O�m L 4 F- LL Q LN N U�� u Q16oO E 00 R V- L N r Simpson HETA 20 Strap truss to wall usingg Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod wlth min 12" embedment ( 24" o.c.) supporting Max, into beam either wet set or in epoxy with 1810 lbs. uplift ETA 20 (22) IOd nails into truss. Add truss lea oer detail nn blocking to tkia ii ry L90 L90 B I B I LLO BI O L90 B I N BI N Q I r2i I LLB LLO d = I s 12 ~ L BI I cn W :3 2„ BI nvna� ll� 7 � S OPE _ w � I Mi Ll! o u) z Q N L11 a II I wZ�z I (LLO N 'Q B I BI L31 l- L Lll l d Gulf Coast Su I and MFG 5 n FL #11G51.12 Crim Metal roorlfir I Vioo screws with self sealing wi Itype 2) 30 Ib felt un erlaym 12" o.c. max spacing over ASTM D t installed with min. 4' side laps and L" end H Ia s fastened with corrosion rei istant tin cap and with 1.25" ring shank nails eck to trusses using attachme t detail on this sheet 1 J r BI -__-- #IC &e I Q L with light I SLOPE 4 B I I I I T d T (U P 8'-O" MAX. with 2" x I ( T S S Sft back I I TI - of top chi L I I I S I r - I I I B I L31 BI I BI I I I I O BI L45 BI aAi I o 2 . L5o onLAETA hurrica anc r at 2 sac tru N 0 N BI w ( c.) uppo ting 'lax. rr 1810 lbs. u 11ft B1 BI v L%10 L40 LgOB a Brace Gable end 4" SYP #2 min. nailed to bottom Inds using (2) IOd ails at each truss I Fill cell with concrete and (U 45 bar vent. (typlcaU. ROOF Max. spacing shall not exceed I� Wood unless otherwise noted Base Basespa see foundation plan notes for spacing at openings — OVERHANGS AT 1 O UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with f G"xG" Ill10/10 WWM 6 Vissqueen — ROOF PITCH AT -f:12 UNLESS OTHERWISE NOTED ON THIS SHEET on milll lah over fill — TRUSS SHOP DRAWING'S TO BE PROVIDED BY MANUFACTURER clean compacted termite treated - A Ni Y C H A N G E S T O T H I S P L A N S H A L I B E S ULAD M11 1 L) TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURERZ — 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 WLgnne Building Corp. Date Drawn : Revisions : Sheet Comm It 3-1-I4 10-18-19 Product GARAGE Drawn by. Approval Revision � TCCU 4-4-I1 Plan 12-27 Spanish Lakes Review reels St. Lucie County Florida Checked OF 6 File PANEL "A" Poles BR Load Wire Description circ# circ# Description 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 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 9 e 10 2 I 20 1.8 kw ttl2 Pump Dr er #10 5.0 kw 30 II 12 1#12 20 1.5 kw sm 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 IL Refrigerator #12 1.2 kw 20 I 1 rI 20 1.5 kw #12 Kitchen S.A.C. m 18 Recepta #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 20 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepta #12 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 E1I 20 1.92 kw #12 27 28 Recepts 412 20 1 I 20 412 General Lighting 29 30 Recepts 412 20 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI 1 1 20 #12 General Lighting 35 36 Bathroom GFI %912- 1 1 20 #12 smoke Detectors 37 38 General Lighting 1 20 #12 Bathroom GFI 39 40 General Lighting 1 s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) I General LI htm (3 watts s_ ft) .Small..Appl.iance. Circuit(s).. .... ................ I ........ . .Range , . Refrigerator ..... .......................... ................. Microwave ................................................................. Dish Washer .............. ................................................... Cl.othes..Wa.sher............................................... Clothes„Dryer................................................ Water Heater ................ ................... ................. I ............ Water, .Pump.. .Para gqDoor Opener. ....... . . . . . . . .. . .............. 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1.200 1,200 1 1.500 1.600 1 1,200 1,200 1 1,200 1,200 I 5,000 5,000 I 4,500 4,500 1,800 1.800 Total 1 1 1 yjatts I 10.000 0 10,000 3-1,415 10,000 10,944 10,000 First 10000 Watts 9100% Remainder 21,415 040% Electric Heat or A/C 10,000 946% Calculated Load Calculated Wattage Divided bg Voltage = Total Watts Voltage Amps Panel Size Required = 30,964 240 129.03 150 Amps Electrical S mbol Legend S Single Pole Switch ® I Recessed Can Light 53 Double Pole Switch ® Egeball Recessed Exhaust Fan Ceding Mounted Light Wall Mounted Light Light with Pull Chain (attic) Computer Connection Jack Flood Light Electrical Panel Electrical Meter Ceiling fan Fe Push Button Switch -0 Duplex Outlet ¢ Special Receptacle C- =49 J,PGrc Waterproof ground fault circuit interrupter PC® Floor Duplex Outlet © FERI Carbon Monoxide Detector 4c? Q Thermostat m ® Central Vac g Smoke Detector © Television Jack FYI Telephone Jack A` p c A/C Disconnect ® i x 4 Florescent Light ® 2 x 4 Florescent Light FSP-KR1 Speaker Hook -Up Intercom H.B.+- Vent thru___ Soffit PATIO/SLAB I I GR AT RgoM I I I 169 CFM on Registers 169 CFM on ceiling fan IOxlOxl I OxlOxl 1211 DINING ROOM FIN u Ell., ITA I6" I I I I I 232 CFM 1 12xbx1 I L J6" _ SECOND BEDROOM 12xl2x8 i / i r B/A �- I M COVERED PORCH F� = JUNCTION BOX TO SUPPORT A FAN M E C � � � � C � L L � Y O u T O = THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1/-4"= I'-O" Electric Notes: I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. I1. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. paddle ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done In accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be Installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 be 19. The electrical system shall be completely and effectively 10. A/C Refrigerant lines that are run thru slabs must grounded as required by the latest edition of the N.E.C. sleeved in PVC II. 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 bg a licensed electrical labels where applicable. contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, tes�ing, 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, Ali exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of anig conduit. other phase of installation that may have been dama®ed• 25. Dryer Vents to be installed per FBC RMIS02 193 CFM IOxlOxb MASTER BEDROOM 143 CFM IOxlOx6 I ------ ----- 4 / I 12xl2x9 B/A LOSET 8 CF .., _ 8x4x4 22" x Access Attic Access 1 with light 161 N 150 Amp Panel 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 disc. iso 42/0 Aluminum feed AMP I 'i/a' Conduit -_ MCS PANEL 21, PVC (FP H -_-Vent-tlaru Soffit eter 2" rigid service FPL I Bare #6 copper wire to #5 cont. rebar 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 Braden t Braden AIA, Pro Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 287-8283 E-mail: bradenaiascomcast.net Stuart. FL 349% #AAC000032 H.B. Exhaust Duct ThrL Soffit Wire For , Front Post Light PATIO/SLAB ELECTF-,IC,4L PL,4N 6'-3" 91111111111110W Post Light with I Photo cell Wynne Building Corp. The Grand Carlto Spanish Lakes St. Lucie County Florida Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall P GFCI nstall owlet � �\under disc. 0 not shown for clarity SCALE: 1/4" = I'-0" Attic Venting Calculations FBC 2309.7 Total Attic Space = 212-4 sq. ft. Venting Ratio VISO = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions : 3-1-16 10-18-16 Product GARAGE Drawn by. Approval Revision RIGHT C.C.U. 4-4-1 Plan Checked by: Review revis D.R.B. Sheet Comm # E -1 12-21 OF 6 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI J- 30'Spa7 or less 30' to 60' Span A 0 degrees Sprea er Bar or less ( 1 2 g Line span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is an example. your truss may not match. hsist :crane operator sets truss this way. as ,t hag—Approx 2/3 to ---,,Line 1/2 of Span REFER TO BCSI uss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. AIF2 HANDtL_EF=2 NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. as tabs ails. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 f- 4— ��1 r upset=1/4' heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 1— 2.00 12 6G� -1� " upset=1/4" heel=3 15/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-l" END DETAIL: A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LE �► Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT NGTH FABRICATION AGREEMENT' 7 TRUSSES CANNOT BE STARTED UNTIL THIS AGRE)EMENT IS SIGNED & RETURNED is isgal daaipllon of the property where the trusses will be Installed Is: Th'o updero gned sckrwimedges and agrees: �, Tnuass wdil be made In stdd accordance with this buss placement diagram layout, wihltth N tlhe sob authottry for datortnlNng strcceeand febAca0) Of ire mosses. 2. Ali dimensions In Nis layout have been vented by the undenlpned. S ;Unlade wdten notice k provided by carded met to Chamber Trues wltdn tan (10) days of delver, the unlienlgned agrees Net no badcchmgee.will be allowed. In the event such written notice u flrmished Chembero Trues sisal have throe (3) bu�sp�hess days In which to, begin ropalre required, or to substitute other trusses, at Chambers optkil. 4�Ths undersigned aeknovAedpee receipt of"BCSI 1-03" summery sheet by TPI & WTCA, . {,;bethrory b to Job eke. It la the buyer'i rosponslblky to make the jab elite suitable for tie .Chamber Truss has the sole euthodty to determine the eakabilHy of the Job afte ct o ppoorlkn of the Job eke for delvery. CAambero True, will to roeponafble for dump detivory arty. 1jhe.buysr Is roeponalble Tor aedkknel delivery elmeneaa R Chambers Trues has to redeliver beoarrae Job eke b rat papered for delivery or buyer la not prepared for delivery of trusses. Slryedls responeiWe to t`,hembero Trues for towing coati due to site conditions. :x0: fda u shown In paragraph 7 below Is subject to change teeny changes are, made ah ihb•hybut A 860 per hour fee for revisions may be chargod try Chambers True. ' R, k b a PURCHASE ORDER to Chambers,Trws of the sum agreed to, or If nib ',apFa'9eM a reasonable price. Invoke wa be made on delivery and paid wlthln temps of n onSddiNery Irnola may be made at scheduled date tut delivery t buyer cannot accept 7t®pliery'of fabricated truces. The undersigned agrees to pay Chambers.Trysa reasonable .altomey'e fee for colledlons In event of payment not limey made. 1-12 % per month salvias 'iharpe will be added for ail sums not paid within temps. , 8; signature or initials anywhere on this sheet constitutes agreement to all torms herein. :•: R In ' neberetlon of Chambers Truss standing credit for this materiel the undersigned dncordklonatiy puarenteee payment when due of any and all Indebtedness owed a am no Truss 6y any entity receiving materiel and the undersigned. agrees to pay such Indebtedness IndudIng J mays fees, k default In payment for materiel be made by the 10. In the event of any titillation concerning 4118 agreement, the Rams Nmlahed hereunder ,orpaymonts referred to herein, the parties agree that the sole venue for any such action we 'be6alnt ludo County, FIOM& > liA'. Dealgn responsibilities are per -National Standard And Recommended Guidelines On Responsibilities For Conatrudbn Using Metal Plate Connected Wood Trusses ANsVrPVWTCA 4-2002- . Dn+ED i imple ply trusses must be fastened together per engineering �, afore they are sett failure to do so can result.in roof collapse.' �plei. 0 ry and permanent bracing are required and can save life A rand properly and Is the responsibility of the truss erector. af' S�dy the contents of the Inforrnatlon packet Included on dellifery before setting trusses. h.a,r4r f> IYtmeesmustboodarldbracedperdedgntopra;xtkw&*Mate. Trusses must be sett plumb and square Do hot *at bunks or stock of plywood, roofing material or any "p,'ther g6bentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT ,Uft LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES ;..::.-CHAMBERS TRUSS INC 3105 Oleander Avenue ;.; ;. • Fort Plemej Florlda 34982-6423 800-551-5932 - f'ditPismo 772-46"012 Fax 772-465.8711 "VooBeach 772-569-2012 Stuart - 772-2863302 :u• Wish Site! CHAMBERSTRUSS.COM The Architect's or Architect's representative's ---r� shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain respeh9ible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gr y and uplift loads and their res e 7 i Iocati s Approved By: Dale:_ 92.0/93.2 MITEK 4.2 eradam & raden A.I.1-1 a DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0 w Loading in PSF Roof R.D.L. 'H Top Chord Live 20 r rlo I Top Chord Dead 7 4.2 o Bottom Chord Live 10 Non -Concurrent o Bottom Chord Dead 10 3 of o TOTAL Load 37 7.2 Duration Factor 1.25 B eg Wind Speed 165mph Top Chord C.B. Sheeting by builder. Q 2 Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W H a GARAGE RIGHT � 13 TRUSS DRAWINGS ARE ATfACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By. XIC Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 73��s