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HomeMy WebLinkAboutBuilding Plans26 wooer 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment Installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced L" o.c. it all laps and two staggered rows 12" o.c. in field. Attach ail. ♦n ♦r"nnca uninn a+♦ni6mnn+ dcta� nn ♦6." ak..t 2" 2" O.H.'... F 0 ucc thick light textured stucco �. on typical concrete block construction or Pon 00 -0- ;;o-. ---4- 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATiON SCALE: 1/4" = 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11L51.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' aide laps and V and 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 5/8" thick x 8"W cut ■ oral finished stucco bands .. 5/8" thick light textured stucco on typical concrete block construction RiC,HT ELEVATION Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w cu coral finished stucco band ELEVATION NOTES: Gulf Coast 5upplg and MFG 5v Crimp Metal roofing FL 9IIL&I.12 26 ga. 5v crimp metal roofing attached to plywood deck using 1;9 x 1.5" wood screws with self sealing washer at 12" O.C. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails paced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach anL +n +"ueean uann a++nr 6man+ A.+wi nn fl m Aknot a IuGGV Vri L�jPIGQI GVrIGI-G I.G . ' V 4r 1111.rA rU6 ww. a' block construction finished stucco bands REAR ELEVATiON — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at 4:12 unless otherwise noted — ,A1`14 changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands into WIndow or Door. 12 SLOPE 14 2" .H. SCALE: 1/4" = 1'-0" 5/8" thick x II cut coral finished stucco bands = Finished Floor Finish Columns with as 5/8" thick cut coral finished stucco bands 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drgwall on x 4" studs at 14" o.c. base —board I II / 2" x 4" f .T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition SCALE: 1/4" = 1'-0" Gulf Coast 5upplg and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over A5TM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION nts Braden it Braden AIA, FA Architects — Planners Wynne Building Corp. 411 Tel 1BE—mail: S.E. Coconut Avenue : (112) 281-8258 The C r a n d C Spanish Lakes St. Lucie County Florida Fax : (112) 281-8283 bradenaiascomcast.net Wit,,=.+ (=1 adaa/ ttAArnnnna) arlton 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager 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 �r� SLOPE 4 IMIRRA`I ICI --� 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. SCAI E. "= a 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg. II Wind Velocitg: I45 mph ultimate Mean Roof Height: '- " Roof Pitch: 4:12 P1'q%T2dR Internal Pressure Coefficient: ±0_I8 Subjectabihtg to damage from: Weathering: Negligible Termites:Verg Heavg Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C 1.21 x O.G = 0.12L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L pal' Roof Zone: 2. +20.L/-51.0 pef Roof Zone: 3. +20.6/-84.0 pat Components t Cladding Wall End Zone Width: 3'-4" Components E Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 pal' = Roof Zone I Wall Zone: 5. +35.8/-41.8 pal' Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ®= Roof Zone 2 es Wells Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure: 500 psi, Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS® = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD: _15 pef FLOOR DEAD LOAD: IO sf JOB ADDRESS: JQ MODEL: GARAGE RIGHT Date Drawn Revision c Sheet Comm 4 Drawn ,-�'��FO Drawn bg: REVI�E�F 12-21 C.C.u. Checked bg: CODE COMPLIANCE " D.R.B. ST. L,4CIE COUNTY A OF 5 FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE I/4" = I'-O" N.T.S. 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor 2. proceeding with work. Contractor to STRICTLY enforce ALL OSHA Requirements. q Flange with 4 - to la a(S/ bolts Into slab (3/8"t 50 ksI steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have 6" a minimum 1,400 F.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete." ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord 4° " of trusses with screws per FBC R102.3.5. o 0 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 handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 16. Wall and telling 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 I" x L" P.T. Buck Walled to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed On the underside of the roof deck or on the attic walls shall comply prior to door attachment with Q.B.C. R3 16 - seePermit info box of codeedition 18. O 9 I 5 51 63 C 3 G sum board material shall conform to ASTM C36, C19, C41C 4, C C12�8 C1395, C1396 and shall be installed ;4;=� c��o, c1oo2, c1o4 ,c Ill-1 C1118 or according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail Sizingoptions for p of drgwell into Spacing Maximum installation wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or Sd cooler nail /2 OR Walls Either I6" 8" iL° 0.0130" dial xx 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.084" dia. x t 5/8" with 9/32" head. Ceiling Perpendicular 24" 1° 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" Ion annular -ringed or 6d cooler nail Walls Either 141, 8° 16° 0.092" dia. xR 11/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x I �/8" with 19/44" head. Install SGD thru buck into p O O block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." ox, max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product arc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A1O8.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and Installed I.A.W. manufacturers recommendatt.ons 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 accompanyinAsmoke developed index not to exceed 450 when tested in accordance with STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Traced 4" O.C. at all laps and two stagggered rows 12 o.c. in field. Attach deck to trusses using attachment deter on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) sup orting Max. 18101ba. uplift Aluminum Drip Edge t Fascia 2" x 6" Sub -Fascia Kalican full o vent vingl soffit i using 1/8" dia shank x I.5° long roofing nails with $/8" dia. head product approval -see chart sl 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Grade 12 4 F PRE atNGINEERED 24"o.c. TYPICAL TRUSSES (shop drawings bg manufacturer) 11 V'\'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 ad precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings #1 1/2" drggwall over I" x furringg strips of IL" o.c. with R4.1 ?[-foil Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. as Mortar to be Type "M" onig proportioned per FBC RLO1.1 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 (D #5 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"xv 910/10 WWM on G and Visqueen over clean compacted termite treated fill -1 �;- `'�IIIII-IIII-IIII=III1= -I1 I I -I I I1 I I I�''- iil lI I i ii 14" x 14" Concrete footing 14" with (2) #5 bars cost. and #5 T Y P I C A L SECTION transverse bars at 48" o.e. Scale Head fixed door sliding door AREA CALCULATIOi`1S 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 = 11,548 2" VTR I I I I 21' VTR /`I JIL Masterr� Bath z" Lev. 4" 1 2" VTR W.C. 2" Shu. Kit. Sm it Kitchen �. W.C. Bath #2 Shar. To Septic PLUMBING RISER I" x V P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall ....., a .....:.. .....:_..'f....:. ... _ rack Typical Flooring Bottom T Sill Install SGD thru buck into block with 3/16" tap -con with Sliding Door Detail I penetration at 6" ." max. fromom each corner and 20." o.c_ max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule 7 Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%"x V-3''A" 54%a'x 43%4" Single Hung ZONE 4 2• C-2%9`x V-3 %e" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 I/2" 1 21%2"x 3851" Single Hung ZONE 4 4. 4'-5%"x 4'-2%s° 54%s"x 54Ys" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 1 Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X C-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O" X 6'-8" 14" x 81 %2" rd roc `°" Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 i/2" E 2'-6" X 6'-81, Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x V-8" x I N' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J X-0 X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor ,,with manufacturers specs prior to construction cc IT 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch EGRESS 12'- 8" u OOO m ® MASTER ° to 9'-e" A.F.F. BEDROOM u Vaulted Ceiling 8'-0" A.F.F. no Flat Ceding tn= GR AT R OM o I N Rod Shelf Vanity to Iv 34112"high- :> I r 1 H_B_ N I a1 0 r w u 0 8'-0" to 9'-e" A.F. 2n x 6 knee -wall � L S E T J ° Vaulted Calling below counter top � 1 O M r I DINING I 1 L - - - Is° ROOM I A �F 8 Rod Shelf AD ASINET O Q rg x�� r ow r i Vanity to be I / o BAT fu� 34 Y,"high I I O II'-O s/4 9y4„High (Wall KIITCHEN "' I � - Vent I ryer d O Ir,---througll wall - - Uver-hang 8'-0" A.F.F. N t o ° Flat CedingONE - ILJI p Upper cabinets to extend over Ref. N in I r+ 1 filler N AT�an s - Rai. I v ® _ O _ Rod t_Shelf _ N u -II Batts wletion j 4"d Steel Ballard _ #I - eg detail on this shoat 22' x 54" Attic Access Provide Auto I Lwith light I closer 0 - ------ Qa a B'-O" A.F.F. ro L/ _ _ 2" 3 Flat Ceiling i "' 1,-0,, 4„ m 15panelp Am Yeter m� SECONDale 1 N BEDROOM Ers Y GARAGE ° OI IhT 11 O° 0 0 Flat Ceiling if I O Di O ° EGRESS r-----------------� ° O ° Block wall in I Fil ao O O - garage to be I rr struck block IU O O I I O O 12" x 12" contra a column block filled CC VER D :h concrete and (2) #1 bars vert. tied �RC into li tela above I ® I 00 oO o ° O° o ° 0 ° 2'-8.. 2,_8„ 31_51, 9'-01, 31_51, 34'-O" Install windows thru buck into block with 3/I6" 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 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 Exterior face 2" x 6" PT Buck of wall arias 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER. AND at each hinge and 15" o.c. max and Detail at Windows prior to window attachment BILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTs Braden it Braden ,AIA, FA Wgnne Building Corp. MODEL: Date Drawn Revisions Sheet Architects - Planners GARAGE 411 S.E. Coconut Avenue T h r a n d Carlton RIGHT Drawn by: RL Tel (112) 281-8258 C.C.U. CODE COMPLIA Fax (112) 281-8283 S anish Lakes Checked b E-mail: bradenaiaecomcast.net p 9 aT" LUCIE COUNTY St Stuart- FL 3499t. UAAC000032 • Lucie County Florida R D..B. OF 5 Comm # 12-21 cc IT 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch EGRESS 12'- 8" u OOO m ® MASTER ° to 9'-e" A.F.F. BEDROOM u Vaulted Ceiling 8'-0" A.F.F. no Flat Ceding tn= GR AT R OM o I N Rod Shelf Vanity to Iv 34112"high- :> I r 1 H_B_ N I a1 0 r w u 0 8'-0" to 9'-e" A.F. 2n x 6 knee -wall � L S E T J ° Vaulted Calling below counter top � 1 O M r I DINING I 1 L - - - Is° ROOM I A �F 8 Rod Shelf AD ASINET O Q rg x�� r ow r i Vanity to be I / o BAT fu� 34 Y,"high I I O II'-O s/4 9y4„High (Wall KIITCHEN "' I � - Vent I ryer d O Ir,---througll wall - - Uver-hang 8'-0" A.F.F. N t o ° Flat CedingONE - ILJI p Upper cabinets to extend over Ref. N in I r+ 1 filler N AT�an s - Rai. I v ® _ O _ Rod t_Shelf _ N u -II Batts wletion j 4"d Steel Ballard _ #I - eg detail on this shoat 22' x 54" Attic Access Provide Auto I Lwith light I closer 0 - ------ Qa a B'-O" A.F.F. ro L/ _ _ 2" 3 Flat Ceiling i "' 1,-0,, 4„ m 15panelp Am Yeter m� SECONDale 1 N BEDROOM Ers Y GARAGE ° OI IhT 11 O° 0 0 Flat Ceiling if I O Di O ° EGRESS r-----------------� ° O ° Block wall in I Fil ao O O - garage to be I rr struck block IU O O I I O O 12" x 12" contra a column block filled CC VER D :h concrete and (2) #1 bars vert. tied �RC into li tela above I ® I 00 oO o ° O° o ° 0 ° 2'-8.. 2,_8„ 31_51, 9'-01, 31_51, 34'-O" Install windows thru buck into block with 3/I6" 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 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 Exterior face 2" x 6" PT Buck of wall arias 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER. AND at each hinge and 15" o.c. max and Detail at Windows prior to window attachment BILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTs Braden it Braden ,AIA, FA Wgnne Building Corp. MODEL: Date Drawn Revisions Sheet Architects - Planners GARAGE 411 S.E. Coconut Avenue T h r a n d Carlton RIGHT Drawn by: RL Tel (112) 281-8258 C.C.U. CODE COMPLIA Fax (112) 281-8283 S anish Lakes Checked b E-mail: bradenaiaecomcast.net p 9 aT" LUCIE COUNTY St Stuart- FL 3499t. UAAC000032 • Lucie County Florida R D..B. OF 5 Comm # 12-21 Install windows thru buck into block with 3/I6" 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 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 Exterior face 2" x 6" PT Buck of wall arias 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck lock with case hardened nails ON ALL JAMB, HEADER. AND at each hinge and 15" o.c. max and Detail at Windows prior to window attachment BILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTs Braden it Braden ,AIA, FA Wgnne Building Corp. MODEL: Date Drawn Revisions Sheet Architects - Planners GARAGE 411 S.E. Coconut Avenue T h r a n d Carlton RIGHT Drawn by: RL Tel (112) 281-8258 C.C.U. CODE COMPLIA Fax (112) 281-8283 S anish Lakes Checked b E-mail: bradenaiaecomcast.net p 9 aT" LUCIE COUNTY St Stuart- FL 3499t. UAAC000032 • Lucie County Florida R D..B. OF 5 Comm # 12-21 Comm # 12-21 PATI0/5LA5 Z:) 1 iCL I1,. I UlK.I"_�L ix_J I =Z): I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM 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 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3• POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 15• ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF No.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Ang 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. Verifg all recess thickness at showers, tile, etc.... S. 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 upto 5'-11" wide. 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'—O" and up Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade �0, meeting ASTM A —IL and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ Thicken edge to 8"xB" SCALE: 1/4" — 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg 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. 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell,,,SECTIONS one #5 bar continuous Cx6" #10/10 WWM on 10 mil Visqueen over fug clean compacted termite treated fill n 4" concrete slab with fibermesh OR GRADE � a H is VxA" 410/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade 1 = I I= i —11 1 I I I footing with (2)c#5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan 101, (2) #5 bars coat. bottom steel 121, DETAIL AT GARAGE STEPDOWN _J SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) a1 bars Vert, tied into lintels above Verifg house slab height in field Top of Tooter 14" below finished floqrr -III i�I�i III i 11 a.. " 30"x30"Ag" concrete column footing with (4) #5 bars each way 30" 11 COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" ( PORCH SLAB EDGE DETAIL #5 bar Vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. U5 bar in curb \ Em SCALE 1/2" = I'-001 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill _ (T1 e F P -III I I i i i 14% x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One sty From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell C)lumn NTS Filled Cell Masonry Column With One 1*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 AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 11 E-mail: bradenaia9comcast.net Stuart. FL 349% #AAC000032 2. 4 r1 7 L ti ---8 — t Or — —_— — — --— — FI Filled cell under girder above Oi i FI I 4„ Rear ratio/Slab I� W Zto be poured separate L , I from the house slab. I o IN Io gg I I 24"w'cxe14 Fd ox'n24tL n 0 I under filled cell FI I 00 I I I 1 131 1 1 1 1 in 1 15-10 O ° ° J under girder bearing. Or----- ---- — -- I Rear Patio/Slab to be flush with bottom of sliding door recess. _i I Slope 1/2" lo- _i I I i of I I FI I Io O I 32'-8" ° 4concr to slab with fibermesh OR I H " C'xb" 410/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill I ( FI I ° I I I� I f- I F- 'I I I I Oo a 4'-0" I FI—��Euic l r-- 4"d' Steel Ballard I j �� I 1 ®Tolled w/ Concrete v �• I FF �I 'aa101 I y billy to I I I to q)d)E I FI— a E _ _J \y _ I "O io r I / 4 W�Q1 ° Ir- FI u0 `u oL---_—_—__— U= 01 ° L-7 1 O I LU X O 14'-C x M r I n r I 5 I I ° 1 ° t — — Recess for — — — — — — p — —4 °— — — — — — — — — 00 OO Garage Door L— t�% F 9'-O„ 3,-5„ 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above WQnne Building Corp. The Grand Carlton Spanish Lakes St. I_uc►e County Florida m R) u� ao ce v a — Nu_ I FOOTING SCHEDULE Mark Sim Description FI 14"111 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 120W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS With With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" MODEL: Date Drawn Revisions 9-4-19 GARAGE Drawn by: RIGHT C.C.U. Checked bg: D.R.B. REVIEWED FOR Sheet Comm # CODE COMPLIANCE I ST. LUCIE COUNTY 12-21 BOCC OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" S. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use Halls or screws bas d on ressure for roof stated in permit info box on t�ese plans for zone 3 Kell Area Ede Field Fastener Max. Pressure Zone 1 41, 41, 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 14 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a b" 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 Concrete / Lintel Column Venfg with Plan `1 Rebar to Lintel 12"x 12" Column Block Rebar 48 Bar Dia. Min. Overlap Attachment NTS Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel, h Provide Cast -Crate 8UB-OB/OT precast lintel act in mortar Min. 8' Bearing Provide 45 bar set in pre -cast lintel into beam where length of the opening cells for it. 1.,. r icr : 5 j ir Y..1 Provide PT Buck-- attached per ,iamb •details into filled cell-` ('• :; I 4" Pre -cast Sill f.:. ,fit F : ,`:I `d f'r;1 —Poured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie 7illed call steel into continuous ooter steel. { Concrete Factin J.. e.- ` Lr (see tooter schedule �.. for exact sizes) DETAIL AT WINDOW OPENING,, IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4" blocking to vert. leg of truss with IOd x 1.5 nods at 4" o.c. Install Simpson MGT into wall using 5/8' die. threaded rod set min. 12' into wet beam and (22) IOd nails into truss 3LOCKING: DETAIL )ER STRAPPING TER 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 Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet LINTEL SCHEDULE Mark Window or Door"H" Unit Widtb Lintel Size Cast -Crete Specification Rows of Block Above " " Bottom Steil Sale Top Steel Siu Max Aravitg Load (pLF) Max. uplift Load (PLF) Max Lateral Load (PLP) L22 2'-2' 3'-6" BF8-OBAT 1 #5 3049 150 1024 L31 2"-L" 3 _8• 4'-0' BFS-OBAT 1 #5 2541 1963 1L3 L45 ei'-5' W-10" BPS-OBAT 1 #5 1105 904 334 LBO 5'-0e C-6" eFe-OBAT 1 #5 1238 836 121 L60 , -a° T-V 8F8-OBAT 1 #5 1011 121 534 LBO V-0' 9'-4" 8F8-IB/2T I #6 2 1 #5 152 1 591 512 L90 9'-0' 10'-6' BFe-IB/2T 1 #6 2 #5 643 130 401 L40B 9'-O' 10'-6" BFIL-IB/2T ONE 1 #5 2 #6 1533 1183 401 LI00 10'-O' W-4' BPS-IB/2T 1 #5 2 #5 682 494 462 LIOOB 10'-00 II'-4' 811"16-I13/2T ONE 1 #5 2 #5 1366 1028 452 1_I20 12'-0" 13'-4" 8P8-IB/2T 1 #5 2 #5 411 42S 324 L120B 12'-O" 13'-4" aPI6-19/2T ONE 1 #5 2 #5 1015 110 324 1.140 14'-O" 15'-4` BFIL-I13/2T ONE I I #5 2 1 #5 1250 1 609 259 LI60 IL'-0' IT-4' 8F8-IB/2T I 1 #5 2 1 #5 300 1 1112 194 LILOB IL'-0e 11'-4' 1 BF16-I13/2T ONE I 1 #5 1 2 1 #5 1 950 600 194 - 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 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ! 24" o.c.) supporting Max 18101ba. uplift Aluminum Drip Edge t Fascia Flash and Counter flash Nall ledger to gable end truss with (2) IOd ils at each web Aluminum Drip Edge t Fascia 1/2" thick stucco on 3/8" a -rib lath attached to hormamal and vertical wood 12" training with nals or staples to provide 2" x L" Sub-Fasci no lees than 1-3/4' penetration into horizontal wood framng and 3/4' penetration into vertical wood framing we bera Kaycan Pull o vent vinyl soffit installed using 1/8 dim shank x 15" long gaiv. roaring made with 3/8' dia. heed par product approval -see chart sheet #I 5/8" thick light textured 2° x 12" concrete column block Pilled with concrete and (2) #1 bars vert. tied 04. stucco on typical concrete stucco construction Varies -see plan bar Vert. W/ into lintels above i -1#5 thicken edge to 8"x8" with concrete and 30" overlap at each filled cell one 45 bar continuous BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Top of factor 16" below finished floor Step per foundation plan v Slope per foundation plan `r C crate Anchors Per M ufacturers Specs Poured Concrete concrete black wall N _,A, ,/ ,I/4'Max Aluminum Panel Sizes per manufacturer - See Tueical stud Detail ' a 1/8' . 3/ST Wing Nut e/ i a appropriate masher and spacing is i per menuPacturer's Details .oaa• er I � � � � L ' is i a 4 1 L W I i I I I I IeTi• I Stud Detail I Poured Concrete or stud w/ Din Cast Zinc PITS concrete black mall a i Nickel Plated Wing Nut yr Concrete Anchors Per Z. Manufacturers 5peca Flush Mounted Shutter Detail nts I Tublcal Section a Brace Gable and with 2" x 4" SYP #2 Bft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES > ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete _and (1) 45 bar cant. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cant. for bottom row over openings 1/2" drywall over I" x furring strips at IL" O.C. with R4.1 fi-foll -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" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) US bar vert. (typical). 'Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with Pibermesh OR Vxb' #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill t FI Front Forc to = I' - O N d) � X L toW a.+ � OU CY w O Q a a L 2-C a a U .. ti E_ Mf to u N �V r Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment 24" O.C.) supporting Max. (22) bad eitheror in nto truss. Add th blt ockinggwito 1810 lbs. uplift ETA 20 a truss leg per detail on this aheet iMEN 11 iNis ROOF i=LAN #IC Brace Gable end with 2 x 4" SYP #2 min. — 8ft back nailed to bottom of top chords using (2) IOd nails at each truss I - OVERHANGS AT ]'-Oil UNLESS OTHERWISE NOTED ON THIS SHEET - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 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 -2-19 Q PANEL "A" Pelee SR Load Wee Description Crop erica Description Wee Load BR Poles 1 20 1.2 ku a12 Refrigerator I Range aL 12.0 kw 50 2 1 20 1.2 ke a12 Clothes Washer 3 1 20 1.5 kw all Kitchen S.A.C. 5 L Drier a10 6.0 ko 30 2 1 20 1.5 kw 912 Kitchen S.A.C. I a 1 20 - #12 Bathroom Recepts 9 10 Air Cond ear $10 5.0 ka 3o 2 1 20 1 1.2 km a12 Dishwasher 11 12 1 20 1.2 ka all Microwave 13 14 Air Handlea10 5.0 ke 30 2 1 15 814 General Lighting 15 16 - I Is - #14 General Lighting 11 IS WH $10 5.0 ke 25 2 I 15 - a14 General Lighting 19 20 1 15 - a14 General Lighting 21 22 GDO sit 0.81 KW 20 1 I 15 $14 General Lighting 23 24 Spare - Spare 25 26 Spare Spare 1 21 1 26 1 Spare Spare 29 30 1 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty.f2OO al(Watts) Small, Appliance. Circult(s)... ......... . . . .... . . ... . . . ... .Range ... ......... ......... ....1.... ......... .......... Refrigerator.................................................. Microwave..................................................... Dish.Washer................................................... Clothes..Washer............................................... Clothes„Dryer................................................ Water Heater .................................................... Garage. Door. .Opener ......... . ............................. 1135,205 2 3 000 1 12.000 I 1,200 1 1 500 I 1200 I 12co I .000 I 500 1 810 810 Total Watts 35415 First 10000 Watts e100% 1 10,000 10,000 Remainder 25,N5 e40% 1 O 10.246 Electric Heat or A/C 10,000 045% 1 110,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required =ISO Ampa Electrical SImbol Legend 8 Single Pole Switch ® Recessed Can Light Double Pole switch ® Eyeball Recessed Pe Push Button Switch -J:5'- Exhaust Fan Duplex Outlet Calling Mounted Light Special Receptacle !- Wall Mounted Light aIntterpro gran fault circuit ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Carbon Monoxide Detector Flood Light T Thermostat m Electrical Panel Q Central Vac 8 Electrical Meter ® Smoke Detector Ceiling ran ® Television Jack FYI Telephone Jack nc c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR PATIO/SLAB ,MWAI I I CAR AT R OM I I I Center Registers I0 CFM on ceiling fan IL9 CFM IOXIOxI s I 4 crm DINING ROOM H.B___ . L Vent _thru_ _ _ 14 Soffit ATE 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With 41 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can meter can n 2" PVC ( FPL) schedule 80 2" nod service FPL rods ELECTRICAL RISER bonding Intersgsten bonding pant 2" PVC ( FPL Termination point schedule 80 2" rigid service FPL _ I I I IL" I I 232 CFM 12xcxl LJL_ SECOND BEDROOM 1 12x12x8 B/A 12" GAY � W I Q< COVERED PORCH IL3 CFM IOxloxL MASTER BEDROOM 143 CFM IOxIOxL B/A ______ _____ a /I 1� r - - - /12xl2x9 LOcr SET B/A� 88x4x4 I XK\F I I 0 a I 1 22" x 54" Attic Access siith hght 311 4 C�fM Soffit 150 Amp d kMeter Panel GARAGE 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 I lIECHAVCAL LAYCU7 - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. rr manufacturers recommendations which manufacturers recommendations which SCALE: 1 / -4= 1'- 0 GEC i i round ro dssCfsalmvanzied grand rods ALTERNATE SERVICE ELECT. RISER shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I, Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for less then from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon of period of not two years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3_ Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from ang other service. 8. A/C Return Air Balance Must comply w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. ABC Refrigg��r�gqnt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT 10. sleeved in f YC ALL A/C Equipment shall comply with energy calculation Il. All work shall be done in accordance with the N.E.C_ and conduit. II. All work shall be performed by a licensed electrical shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility 24. Dryer Vents to be installed per FBC RMI502 12. contractor, the completed system shall be fullg operative, Contractor shall pay for all lees, permits, testing, and blower and telephone company. inspections including testing where required. 18. The electrical system shall be completely and effectivaly RB 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided For protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. lhirArinm nr rllo �ilnr4 Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34996 #AAC000032 Exhaust Duct Thru Soffit - Wire F or a Front Post Light ,/covered Porch `\ Id \ 1 ( 1 I 1 1 � WP GFCI \ / MASTER BEDROOM v S'' v ry i GR AT R O M Smoke / Carbon M- - - - onoxide Detector Combo I A I I r - - - I LQSET II I II I DINING 0 GFCI m ROOM �� /' G CI .q{ K"FCI GFCI �S 1 ----- KITCHEN I� C Hines C.M. Detector 3' 2" 3 -2 124 � onlyg per FBC R314.3 50 'F W W / 1 SECOND/ / BEDROOO / / ON tsl � 111 li ` • Cr- / I / Garage Door Opener ---------- I GFCI I I / I I �PvE�t , n ` F.LECTPICAL PL,4N L'-3" m iL Post Light with 1 Photo cell W(gnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida iv N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install oulet disc. in under disc. Q not shown For clarity Q A#IC eter SCALE: 1/4" = 1'-011 Attic Attic Ventinil Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn Revisions Sheet Comm # 9-4-I9 REVIEWED FOR GARAGERIGHT Drawn by: CODE COMPLIANCE RIGHT C.C.U. F_-1 12-21 ST. LUCIE COUNTY Checked by: BOCC D.R.B. OF 5 Fk' W - t ; s" r 4= ARRANGE IIII' . . .ill♦:. • R . • AUVANCE • .. SPREADER WITH CRANE OPERATOR : . •'. SPAGING 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 ® IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span 6o degrees Spreader Bar or less 6�r f-_ 1 12 —� cog 4_— 1 / of Span 2/3 to Tag Line span opprox. Line z of spa REFER TO SCSI REFER TO SCSI Truss must be set this way if crone used Truss must be set this way if crone used. Truss is on u my match r tn,ss a not . This is on example, truss may not match. example, yo Insist crane operator sets truss this way, Insist crane operator sets truss this way. �• __. -- U REPRESENTS A BANGER a SEA ■ PLA ■ ES B ■ CHAMBERS a INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r— „- 8'-1„ M. upset=l/4" hii 15/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1„ TYPICAL END DETAIL 12 4.00 co ' S�1 2.00 Y 12 upset=1/4" hee1=315/16" PLUMB CUT END 1' 2 x 4 Top Chord ` WALL HEIGHT 8'-1" END DETAIL: A �r a~ 9 f Q"1 FABRICATION AGREEMENT - TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 8 RETURNED The legal description of the property where the trusses will be Installed Is: The undersigned acknowledges and agrees: 1. Trusses will be made In strict accordance with this truss placement diagram layout, which Is the sole autholtty for dat- rnining.successNlfabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned. .3. Unleia written notice Is provided by certified mall to Chambers Truss within ten (10) day, of delivery the undfuersigned agrees that no backcharges will be allowed. In the event such written notice is mi'had Chambers Truss shall hem three (3) buflness days in which to begin repairs required, or to substitute othet trusses, at Chambers opwn.' 4. The undersigned acknowledges receipt of'BCSI 143' summary sheet by TPI 8 WTCA. S. Delivery is to job site. It Is the buyer', responelblliry to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site oP a portion of the job she for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional deliver? expenses If Chambers Truss has to redeliver because Job she Is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to she conditions. 8. Price as shown In paragraph 7 below is subject to change If any changes are. made In this. layout A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This -Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If ne', agreement a reasonable price. Invoice will be made on delivery and paid withln terms of not on delivery. Invoice may, be made at scheduled date or.. delivery If buyer cannot accepT delivery of fabricated trusses. The undersigned agrees to pay Chambem.Truss reasonable attomeys fee for collections In event of payment not timely made. 1.1/2 % per month service charge will be added for all sums not paid within terms. 8. Signature or Initials anywhere on this sheet constitutes agreement to all tome herein. 9, In consideration of Chambers Truss extending credit for this materiel the undeslgned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Trues by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, If default In payment for material be made by the reciplent. ` 10. in the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, theparties agree that the sole venue for any such action will be Saint buole County, Florida. 11. Design responsibilities are per "National Standard And Rscbmmended Guidelines On Rasponsibilitlea For Construction Using Metal Plate Connected Wood Trusses ANSI/TPVWTCA 4 - 2002" DATED V Aspreader bar may be regtOred per'8_CSI 1-0310 prevent irytx'/ irk dazna,9e. Multiple ply trusses must be fastened together per englneering before they are so f failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trusses must be setand braced per design to Prevent bjury& damage. a Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other co'hcentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Mercer Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 isr_`pry�F�ttirM fact s oar g white S(sShOP representatie's v "doubldrawin pproval is NOT a e check^ of T the contractor. for checkontor shall remain responsible eonst other g field measurements and nec.Eion a0 iteria. Architect's revile of trus ve rs general roof shape structure from s strapping and Pc,a,h-.., gravity and uplsf: , their r active loc al.- ns Approved B 92:0/93.7 MITEK 4.2 Date. TERIA nA.l•a•p•A. DESIGN CRI County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. 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 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11323 Scale: 11A = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By:w Date:04124/12 Revised: 02/21 /18 FOR WYYNNE BUILDING CORP. DESCRIPTION: %� GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOU7;F M 11323 7&iii