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Home My WebLink AboutPLANSmy 'AFF-MR115 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 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 aced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach atilt Yn Yrivana iIainn nY.Y.nnl,manY ilaY ai tin 41.ia a1.amY 2° a° O c thick light textured stucco on typical concrete block construction or \ 5/8" thick x 8"w cut/ coral finished stucco bands LEFT ELEVATION. SCALE. 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck uaing #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 23 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 L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dock to trusses using attachment detail on this sheet Finish Columns with > 5/8" thick cut coral finished stucco bands ELE\/ATION NOTES: Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #II651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5" wood screws with self sealing washer at 12" ox. max spacing over ASTM D (tgpe 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 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 thick light textured stucco on typical concrete block construction REAR ELEVATION — Overhangs at 1'-0" 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 Window or Door. 12 SLOPE 14 5/8" thick x 8"w cut coral finished stucco bands 3 �5/8" thick light textured stucco on typical concrete block construction -------------------------------------------------------------- RIGHT ELEVATION SCALE: 1/4" - 1'-0" 2" x 4" top plate base —board a 5/8" thick x 8"w cut coral finished stucco bands -0" — Finished Floor rft Finish Columns with 5/8" thick cut coral finished stucco bands 1/2" drgwall ceiling on truss bottom cord I/2" drgwall on 2" x 4" studs at 14" o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"XL" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts 12 SLOPE 4 Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" - I'-ii" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 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 ASTM O (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 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 light textured stucco on typical concrete block construction F�V14 IED FOR CODE COMPLIANCE ST. LUCIE COU TY BOCCI 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 FRONT ELEVATION SCALE: 1/4" - 1'-0" y --- 5/8" thick x 8"w cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: If Wind Velocitg: 145 mph ultimate Mean Roof Height: II' -On Roof Pitch: 4:12 Internal Pressure went: to -is Subjectabilitg to damage from: Weathering. Negligible Termites:Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification. C 1.21 x O.6 = 0.12G Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.GWL; O.6DL+O.LIAL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-2.L pat Rod Zone: 2. +20.4/- 1.0 pat Roof Zone: 3. +20.6/-84.0 pat Components k Cladding Wall End Zone Width: 3'_4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yes Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 pa. Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: 46 nsf FLOOR DEAD LOAD: 10 nsf JOB ADDRESS:'-�a c, TOROOF M Pr rrH 0 = Roof Zone I Wells Zone 4 EM - Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 FLOOR PLAN I� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = i'-o" N.T.S. I. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion ,bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have aleb (3/8't 5o kal steel plate) a minimum 1,400 F.S.I. fiber stress. `"'211 4. No dissimilar metals to touch. 2'r," 2;s" 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 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "3/8" ° 2/% 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. ° 0 2/' -i. 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 2',c"" 2�J" 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 R302.4 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 er FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck Waded to Masonry Beam flux not less than 0.12 Watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen - edition with 316 see permit info box of code P.B.C. 0 P j:7:"iqS Col �9 75 51 L O 9 I 18. psum board material shall conform to ASTM 6 C C4 C 4. C 3 C 3 �--`��°::...•..,- Gyp h C3 -�:'. C40, C1002, C1041,CII1i, C1118, C1218, C1395, or C13`1 and shall be installed '`' -n according to the following: (FBC R102.3.5) a> Drywall Framing Max. spacing Nail sizing options for Thickness Location Orientation Member of fasteners g p Spacing installation of drgwell into Maximum Nails screws wood framing members 2" x min. thickness Ceiling Perpendicular 24' 11, 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" Iong annular -ringed or 5d cooler nail OR /2 walla Either 1 14" 8" 16" 0.080" dia. xx 15/8' long with Direction 15/44" head OR Ggpsum board nail 0.084" dia. x 1 5/8" with 9/32" head. Ceding Perpendicular 24' 1" l2" 13ga 1 5/8" log with 19/44' head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail Walls Either IL" 8" 16" 0.092' dia. 11/8" long with Direction I/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install 5GD thru buck into block with 3/14" tap -con with -- 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product appro 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1178 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 accompan4ing 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 11:11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self aealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.e. 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 with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip -- �V i \R-30 blown fiberglass Edge il Fascia in bottom chord oP trusses I/2" drgwall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar cunt. in each row. Substitute Kagcan full o vent vmul soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 1.51 long gals. bar cont. for bottom row over openings roofing nails with 5/e" dia. head par product approval - we chart sheet #i 1/2" drywall over I" x rurmngg strips of 19" o.c. with R4.1 f#-foil insulation on typical On 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 m Mortar to be Type "M" onig proportioned per FBC R601.1 and Mortar fonts aht}Il comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (D #5 bar vert. (typical). Max. apacing shall not exceed Wood 48' unless otherwise noted Base see foundation plan notes for spacing at openings 6°x4" concrete slab with fibermesh OR V #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill i Grade ; "i 1 1 I I I ill 14" x 14" Concrete footing I+F with (2) #5 bars corif- and #5 TY F' i C A L S E C T I O �l transverse bars at 4$" o.c. Scale 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 144L sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft, Garage = 321 sq. ft. Total Under Roof= ' 2108 sq. ft. Total Cubic Ft = 11,548 2" VTR 1 i I I 21' VTR Masterr�� JiL Bath IL " I 2' I Lev. 1 4" 1 2" VTR W.C. JIL I Shur. Kit. Sink 1 I Kitchen 2A I I Lev. 3" w c. Bath #2 sh,. 3' to C.O. To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall II n \ 11/2" Bottom Track Typical Flooring Sill Install 5GD thru buck into block with 3/16" tap -con with Sliding D o o r D e I penetration at max. fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%" 54ie"x 63i4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %a" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 2l k2"x 38 %" Single Hung ZONE 4 4. 4'-5%-x 4'-2%' 1 S4%'x 54Y8" Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit Info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84' Overhead Garage Door ZONE 4 B 3'-O" X 6'-an 41 %,"x 83%d' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2" ;c wSg1 Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 811/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %f" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Si -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 #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction I� i� 8'-6" 12" x 12" Concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Covered Porch 34'-O" 11 I v 8'-0" to T-I " A.F.F. OL Vaulted Ceiling GR AT R OM I I 19'-a" i I N I 8'-0" to 9'-e" A.F.Q. 2" x 6" knee -wall Vaulted Ceiling I below counter top DINING I 14'-O" EGRESS N MASTER BEDROOM 8'-0" A.F.F. Al Flat Ceiling 1 Vanity to 34142' high- s1 V 'r- 0 L SET N I >J_� N ROOM I a ,F I Rod Shelf p�- --a- Vanit to be 1 34 Y2 high I I High wall KII T C H E N I - N --� 1/2"---d O u 8'-0" A.F.F. ot u U c Flat Ceding to �LL A SECOND " ry BEDROOM d 0. L�EGRESS ver-hang 8'-O" A.F.F. I Flat Ceiling N 109 5" I pper ca nets to extend over Ref. - ai - eta m 1 It, BATS _ 1 N -II Batts wleei" N - -"4 Steel Ballard in = I ill, - - �I¢ doled on this rhea �t 22' x 54' I Attic Access Provide auto 1 with light I closer a Q si L_____� r I MILJI oo "ILU , 3'-1" O O O 12" x 12' contra a column block filled COVERED i ith concrete and (2) #1 bars vert. tied R C O1 in into I tels above s l000l G" II'-6" 6' 2" (V of 0 " 2'-8° 2,-8„ 31111 9'-6" 3,-4" 5'-'4" 34'-O" Install windows thru buck into block with 3/16' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT s 3'-5" GO +mp Panel GARAGE 8'-4" A.F.F. a Flat Ceding O N r-----------------1 Block wall in garage to be -� I struck block I I I I I I I I I I � I I I 9'-O" 3'-5" 15'-10" REVIEW D FOR )DE CO PLIANCE r. LUCIE (COUNTY NLL Vent " filler, A/C 'v- Meter Attach buck to block wall with Vol' dia. Elco conic 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 / \ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden t Braden ,AIA, FA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 411 S.E. Coconut Avenue The rand Carlton G RIGHT E Drawn bg: Tel (112) 281-8258C.C_U. Fax (rade 287-8283 Spanish Lakes Checked b E-mail:W B bradenalascomcast.net St. Lucie County Florida D.R.B. y Stuart. FL S499L #AAC000032 48 Wood screws thru ,lamb into buck at each hinge and 15" o.c. max and prior to door attachment NTs Sheet 2, OF 5 Comm 12-2-1 Drywall Framing Max. spacing Nail sizing options for Thickness Location Orientation Member of fasteners g p Spacing installation of drgwell into Maximum Nails screws wood framing members 2" x min. thickness Ceiling Perpendicular 24' 11, 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" Iong annular -ringed or 5d cooler nail OR /2 walla Either 1 14" 8" 16" 0.080" dia. xx 15/8' long with Direction 15/44" head OR Ggpsum board nail 0.084" dia. x 1 5/8" with 9/32" head. Ceding Perpendicular 24' 1" l2" 13ga 1 5/8" log with 19/44' head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail Walls Either IL" 8" 16" 0.092' dia. 11/8" long with Direction I/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install 5GD thru buck into block with 3/14" tap -con with -- 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product appro 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1178 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 accompan4ing 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 11:11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self aealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.e. 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 with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip -- �V i \R-30 blown fiberglass Edge il Fascia in bottom chord oP trusses I/2" drgwall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar cunt. in each row. Substitute Kagcan full o vent vmul soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 1.51 long gals. bar cont. for bottom row over openings roofing nails with 5/e" dia. head par product approval - we chart sheet #i 1/2" drywall over I" x rurmngg strips of 19" o.c. with R4.1 f#-foil insulation on typical On 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 m Mortar to be Type "M" onig proportioned per FBC R601.1 and Mortar fonts aht}Il comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (D #5 bar vert. (typical). Max. apacing shall not exceed Wood 48' unless otherwise noted Base see foundation plan notes for spacing at openings 6°x4" concrete slab with fibermesh OR V #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill i Grade ; "i 1 1 I I I ill 14" x 14" Concrete footing I+F with (2) #5 bars corif- and #5 TY F' i C A L S E C T I O �l transverse bars at 4$" o.c. Scale 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 144L sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft, Garage = 321 sq. ft. Total Under Roof= ' 2108 sq. ft. Total Cubic Ft = 11,548 2" VTR 1 i I I 21' VTR Masterr�� JiL Bath IL " I 2' I Lev. 1 4" 1 2" VTR W.C. JIL I Shur. Kit. Sink 1 I Kitchen 2A I I Lev. 3" w c. Bath #2 sh,. 3' to C.O. To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall II n \ 11/2" Bottom Track Typical Flooring Sill Install 5GD thru buck into block with 3/16" tap -con with Sliding D o o r D e I penetration at max. fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%" 54ie"x 63i4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %a" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 2l k2"x 38 %" Single Hung ZONE 4 4. 4'-5%-x 4'-2%' 1 S4%'x 54Y8" Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit Info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84' Overhead Garage Door ZONE 4 B 3'-O" X 6'-an 41 %,"x 83%d' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2" ;c wSg1 Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 811/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %f" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Si -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 #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction I� i� 8'-6" 12" x 12" Concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Covered Porch 34'-O" 11 I v 8'-0" to T-I " A.F.F. OL Vaulted Ceiling GR AT R OM I I 19'-a" i I N I 8'-0" to 9'-e" A.F.Q. 2" x 6" knee -wall Vaulted Ceiling I below counter top DINING I 14'-O" EGRESS N MASTER BEDROOM 8'-0" A.F.F. Al Flat Ceiling 1 Vanity to 34142' high- s1 V 'r- 0 L SET N I >J_� N ROOM I a ,F I Rod Shelf p�- --a- Vanit to be 1 34 Y2 high I I High wall KII T C H E N I - N --� 1/2"---d O u 8'-0" A.F.F. ot u U c Flat Ceding to �LL A SECOND " ry BEDROOM d 0. L�EGRESS ver-hang 8'-O" A.F.F. I Flat Ceiling N 109 5" I pper ca nets to extend over Ref. - ai - eta m 1 It, BATS _ 1 N -II Batts wleei" N - -"4 Steel Ballard in = I ill, - - �I¢ doled on this rhea �t 22' x 54' I Attic Access Provide auto 1 with light I closer a Q si L_____� r I MILJI oo "ILU , 3'-1" O O O 12" x 12' contra a column block filled COVERED i ith concrete and (2) #1 bars vert. tied R C O1 in into I tels above s l000l G" II'-6" 6' 2" (V of 0 " 2'-8° 2,-8„ 31111 9'-6" 3,-4" 5'-'4" 34'-O" Install windows thru buck into block with 3/16' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT s 3'-5" GO +mp Panel GARAGE 8'-4" A.F.F. a Flat Ceding O N r-----------------1 Block wall in garage to be -� I struck block I I I I I I I I I I � I I I 9'-O" 3'-5" 15'-10" REVIEW D FOR )DE CO PLIANCE r. LUCIE (COUNTY NLL Vent " filler, A/C 'v- Meter Attach buck to block wall with Vol' dia. Elco conic 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 / \ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden t Braden ,AIA, FA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 411 S.E. Coconut Avenue The rand Carlton G RIGHT E Drawn bg: Tel (112) 281-8258C.C_U. Fax (rade 287-8283 Spanish Lakes Checked b E-mail:W B bradenalascomcast.net St. Lucie County Florida D.R.B. y Stuart. FL S499L #AAC000032 48 Wood screws thru ,lamb into buck at each hinge and 15" o.c. max and prior to door attachment NTs Sheet 2, OF 5 Comm 12-2-1 Install 5GD thru buck into block with 3/14" tap -con with -- 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product appro 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1178 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 accompan4ing 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 11:11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self aealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.e. 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 with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip -- �V i \R-30 blown fiberglass Edge il Fascia in bottom chord oP trusses I/2" drgwall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar cunt. in each row. Substitute Kagcan full o vent vmul soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 1.51 long gals. bar cont. for bottom row over openings roofing nails with 5/e" dia. head par product approval - we chart sheet #i 1/2" drywall over I" x rurmngg strips of 19" o.c. with R4.1 f#-foil insulation on typical On 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 m Mortar to be Type "M" onig proportioned per FBC R601.1 and Mortar fonts aht}Il comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (D #5 bar vert. (typical). Max. apacing shall not exceed Wood 48' unless otherwise noted Base see foundation plan notes for spacing at openings 6°x4" concrete slab with fibermesh OR V #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill i Grade ; "i 1 1 I I I ill 14" x 14" Concrete footing I+F with (2) #5 bars corif- and #5 TY F' i C A L S E C T I O �l transverse bars at 4$" o.c. Scale 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 144L sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft, Garage = 321 sq. ft. Total Under Roof= ' 2108 sq. ft. Total Cubic Ft = 11,548 2" VTR 1 i I I 21' VTR Masterr�� JiL Bath IL " I 2' I Lev. 1 4" 1 2" VTR W.C. JIL I Shur. Kit. Sink 1 I Kitchen 2A I I Lev. 3" w c. Bath #2 sh,. 3' to C.O. To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall II n \ 11/2" Bottom Track Typical Flooring Sill Install 5GD thru buck into block with 3/16" tap -con with Sliding D o o r D e I penetration at max. fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%" 54ie"x 63i4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %a" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 2l k2"x 38 %" Single Hung ZONE 4 4. 4'-5%-x 4'-2%' 1 S4%'x 54Y8" Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit Info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84' Overhead Garage Door ZONE 4 B 3'-O" X 6'-an 41 %,"x 83%d' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2" ;c wSg1 Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 811/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %f" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Si -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 #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction I� i� 8'-6" 12" x 12" Concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Covered Porch 34'-O" 11 I v 8'-0" to T-I " A.F.F. OL Vaulted Ceiling GR AT R OM I I 19'-a" i I N I 8'-0" to 9'-e" A.F.Q. 2" x 6" knee -wall Vaulted Ceiling I below counter top DINING I 14'-O" EGRESS N MASTER BEDROOM 8'-0" A.F.F. Al Flat Ceiling 1 Vanity to 34142' high- s1 V 'r- 0 L SET N I >J_� N ROOM I a ,F I Rod Shelf p�- --a- Vanit to be 1 34 Y2 high I I High wall KII T C H E N I - N --� 1/2"---d O u 8'-0" A.F.F. ot u U c Flat Ceding to �LL A SECOND " ry BEDROOM d 0. L�EGRESS ver-hang 8'-O" A.F.F. I Flat Ceiling N 109 5" I pper ca nets to extend over Ref. - ai - eta m 1 It, BATS _ 1 N -II Batts wleei" N - -"4 Steel Ballard in = I ill, - - �I¢ doled on this rhea �t 22' x 54' I Attic Access Provide auto 1 with light I closer a Q si L_____� r I MILJI oo "ILU , 3'-1" O O O 12" x 12' contra a column block filled COVERED i ith concrete and (2) #1 bars vert. tied R C O1 in into I tels above s l000l G" II'-6" 6' 2" (V of 0 " 2'-8° 2,-8„ 31111 9'-6" 3,-4" 5'-'4" 34'-O" Install windows thru buck into block with 3/16' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT s 3'-5" GO +mp Panel GARAGE 8'-4" A.F.F. a Flat Ceding O N r-----------------1 Block wall in garage to be -� I struck block I I I I I I I I I I � I I I 9'-O" 3'-5" 15'-10" REVIEW D FOR )DE CO PLIANCE r. LUCIE (COUNTY NLL Vent " filler, A/C 'v- Meter Attach buck to block wall with Vol' dia. Elco conic 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 / \ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden t Braden ,AIA, FA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 411 S.E. Coconut Avenue The rand Carlton G RIGHT E Drawn bg: Tel (112) 281-8258C.C_U. Fax (rade 287-8283 Spanish Lakes Checked b E-mail:W B bradenalascomcast.net St. Lucie County Florida D.R.B. y Stuart. FL S499L #AAC000032 48 Wood screws thru ,lamb into buck at each hinge and 15" o.c. max and prior to door attachment NTs Sheet 2, OF 5 Comm 12-2-1 AREA CALCULATIONS Living A/C = 144L sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft, Garage = 321 sq. ft. Total Under Roof= ' 2108 sq. ft. Total Cubic Ft = 11,548 2" VTR 1 i I I 21' VTR Masterr�� JiL Bath IL " I 2' I Lev. 1 4" 1 2" VTR W.C. JIL I Shur. Kit. Sink 1 I Kitchen 2A I I Lev. 3" w c. Bath #2 sh,. 3' to C.O. To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall II n \ 11/2" Bottom Track Typical Flooring Sill Install 5GD thru buck into block with 3/16" tap -con with Sliding D o o r D e I penetration at max. fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%" 54ie"x 63i4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %a" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 2l k2"x 38 %" Single Hung ZONE 4 4. 4'-5%-x 4'-2%' 1 S4%'x 54Y8" Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit Info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84' Overhead Garage Door ZONE 4 B 3'-O" X 6'-an 41 %,"x 83%d' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2" ;c wSg1 Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 811/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %f" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Si -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 #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction I� i� 8'-6" 12" x 12" Concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Covered Porch 34'-O" 11 I v 8'-0" to T-I " A.F.F. OL Vaulted Ceiling GR AT R OM I I 19'-a" i I N I 8'-0" to 9'-e" A.F.Q. 2" x 6" knee -wall Vaulted Ceiling I below counter top DINING I 14'-O" EGRESS N MASTER BEDROOM 8'-0" A.F.F. Al Flat Ceiling 1 Vanity to 34142' high- s1 V 'r- 0 L SET N I >J_� N ROOM I a ,F I Rod Shelf p�- --a- Vanit to be 1 34 Y2 high I I High wall KII T C H E N I - N --� 1/2"---d O u 8'-0" A.F.F. ot u U c Flat Ceding to �LL A SECOND " ry BEDROOM d 0. L�EGRESS ver-hang 8'-O" A.F.F. I Flat Ceiling N 109 5" I pper ca nets to extend over Ref. - ai - eta m 1 It, BATS _ 1 N -II Batts wleei" N - -"4 Steel Ballard in = I ill, - - �I¢ doled on this rhea �t 22' x 54' I Attic Access Provide auto 1 with light I closer a Q si L_____� r I MILJI oo "ILU , 3'-1" O O O 12" x 12' contra a column block filled COVERED i ith concrete and (2) #1 bars vert. tied R C O1 in into I tels above s l000l G" II'-6" 6' 2" (V of 0 " 2'-8° 2,-8„ 31111 9'-6" 3,-4" 5'-'4" 34'-O" Install windows thru buck into block with 3/16' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT s 3'-5" GO +mp Panel GARAGE 8'-4" A.F.F. a Flat Ceding O N r-----------------1 Block wall in garage to be -� I struck block I I I I I I I I I I � I I I 9'-O" 3'-5" 15'-10" REVIEW D FOR )DE CO PLIANCE r. LUCIE (COUNTY NLL Vent " filler, A/C 'v- Meter Attach buck to block wall with Vol' dia. Elco conic 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 / \ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden t Braden ,AIA, FA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 411 S.E. Coconut Avenue The rand Carlton G RIGHT E Drawn bg: Tel (112) 281-8258C.C_U. Fax (rade 287-8283 Spanish Lakes Checked b E-mail:W B bradenalascomcast.net St. Lucie County Florida D.R.B. y Stuart. FL S499L #AAC000032 48 Wood screws thru ,lamb into buck at each hinge and 15" o.c. max and prior to door attachment NTs Sheet 2, OF 5 Comm 12-2-1 I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall II n \ 11/2" Bottom Track Typical Flooring Sill Install 5GD thru buck into block with 3/16" tap -con with Sliding D o o r D e I penetration at max. fromom each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%" 54ie"x 63i4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %a" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 2l k2"x 38 %" Single Hung ZONE 4 4. 4'-5%-x 4'-2%' 1 S4%'x 54Y8" Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit Info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84' Overhead Garage Door ZONE 4 B 3'-O" X 6'-an 41 %,"x 83%d' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2" ;c wSg1 Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 811/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %f" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Si -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 #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction I� i� 8'-6" 12" x 12" Concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Covered Porch 34'-O" 11 I v 8'-0" to T-I " A.F.F. OL Vaulted Ceiling GR AT R OM I I 19'-a" i I N I 8'-0" to 9'-e" A.F.Q. 2" x 6" knee -wall Vaulted Ceiling I below counter top DINING I 14'-O" EGRESS N MASTER BEDROOM 8'-0" A.F.F. Al Flat Ceiling 1 Vanity to 34142' high- s1 V 'r- 0 L SET N I >J_� N ROOM I a ,F I Rod Shelf p�- --a- Vanit to be 1 34 Y2 high I I High wall KII T C H E N I - N --� 1/2"---d O u 8'-0" A.F.F. ot u U c Flat Ceding to �LL A SECOND " ry BEDROOM d 0. L�EGRESS ver-hang 8'-O" A.F.F. I Flat Ceiling N 109 5" I pper ca nets to extend over Ref. - ai - eta m 1 It, BATS _ 1 N -II Batts wleei" N - -"4 Steel Ballard in = I ill, - - �I¢ doled on this rhea �t 22' x 54' I Attic Access Provide auto 1 with light I closer a Q si L_____� r I MILJI oo "ILU , 3'-1" O O O 12" x 12' contra a column block filled COVERED i ith concrete and (2) #1 bars vert. tied R C O1 in into I tels above s l000l G" II'-6" 6' 2" (V of 0 " 2'-8° 2,-8„ 31111 9'-6" 3,-4" 5'-'4" 34'-O" Install windows thru buck into block with 3/16' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT s 3'-5" GO +mp Panel GARAGE 8'-4" A.F.F. a Flat Ceding O N r-----------------1 Block wall in garage to be -� I struck block I I I I I I I I I I � I I I 9'-O" 3'-5" 15'-10" REVIEW D FOR )DE CO PLIANCE r. LUCIE (COUNTY NLL Vent " filler, A/C 'v- Meter Attach buck to block wall with Vol' dia. Elco conic 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 / \ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden t Braden ,AIA, FA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 411 S.E. Coconut Avenue The rand Carlton G RIGHT E Drawn bg: Tel (112) 281-8258C.C_U. Fax (rade 287-8283 Spanish Lakes Checked b E-mail:W B bradenalascomcast.net St. Lucie County Florida D.R.B. y Stuart. FL S499L #AAC000032 48 Wood screws thru ,lamb into buck at each hinge and 15" o.c. max and prior to door attachment NTs Sheet 2, OF 5 Comm 12-2-1 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'-O" X 6'-an 41 %,"x 83%d' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2" ;c wSg1 Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 811/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %f" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Si -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 #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction I� i� 8'-6" 12" x 12" Concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Covered Porch 34'-O" 11 I v 8'-0" to T-I " A.F.F. OL Vaulted Ceiling GR AT R OM I I 19'-a" i I N I 8'-0" to 9'-e" A.F.Q. 2" x 6" knee -wall Vaulted Ceiling I below counter top DINING I 14'-O" EGRESS N MASTER BEDROOM 8'-0" A.F.F. Al Flat Ceiling 1 Vanity to 34142' high- s1 V 'r- 0 L SET N I >J_� N ROOM I a ,F I Rod Shelf p�- --a- Vanit to be 1 34 Y2 high I I High wall KII T C H E N I - N --� 1/2"---d O u 8'-0" A.F.F. ot u U c Flat Ceding to �LL A SECOND " ry BEDROOM d 0. L�EGRESS ver-hang 8'-O" A.F.F. I Flat Ceiling N 109 5" I pper ca nets to extend over Ref. - ai - eta m 1 It, BATS _ 1 N -II Batts wleei" N - -"4 Steel Ballard in = I ill, - - �I¢ doled on this rhea �t 22' x 54' I Attic Access Provide auto 1 with light I closer a Q si L_____� r I MILJI oo "ILU , 3'-1" O O O 12" x 12' contra a column block filled COVERED i ith concrete and (2) #1 bars vert. tied R C O1 in into I tels above s l000l G" II'-6" 6' 2" (V of 0 " 2'-8° 2,-8„ 31111 9'-6" 3,-4" 5'-'4" 34'-O" Install windows thru buck into block with 3/16' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT s 3'-5" GO +mp Panel GARAGE 8'-4" A.F.F. a Flat Ceding O N r-----------------1 Block wall in garage to be -� I struck block I I I I I I I I I I � I I I 9'-O" 3'-5" 15'-10" REVIEW D FOR )DE CO PLIANCE r. LUCIE (COUNTY NLL Vent " filler, A/C 'v- Meter Attach buck to block wall with Vol' dia. Elco conic 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 / \ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden t Braden ,AIA, FA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 411 S.E. Coconut Avenue The rand Carlton G RIGHT E Drawn bg: Tel (112) 281-8258C.C_U. Fax (rade 287-8283 Spanish Lakes Checked b E-mail:W B bradenalascomcast.net St. Lucie County Florida D.R.B. y Stuart. FL S499L #AAC000032 48 Wood screws thru ,lamb into buck at each hinge and 15" o.c. max and prior to door attachment NTs Sheet 2, OF 5 Comm 12-2-1 I� i� 8'-6" 12" x 12" Concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Covered Porch 34'-O" 11 I v 8'-0" to T-I " A.F.F. OL Vaulted Ceiling GR AT R OM I I 19'-a" i I N I 8'-0" to 9'-e" A.F.Q. 2" x 6" knee -wall Vaulted Ceiling I below counter top DINING I 14'-O" EGRESS N MASTER BEDROOM 8'-0" A.F.F. Al Flat Ceiling 1 Vanity to 34142' high- s1 V 'r- 0 L SET N I >J_� N ROOM I a ,F I Rod Shelf p�- --a- Vanit to be 1 34 Y2 high I I High wall KII T C H E N I - N --� 1/2"---d O u 8'-0" A.F.F. ot u U c Flat Ceding to �LL A SECOND " ry BEDROOM d 0. L�EGRESS ver-hang 8'-O" A.F.F. I Flat Ceiling N 109 5" I pper ca nets to extend over Ref. - ai - eta m 1 It, BATS _ 1 N -II Batts wleei" N - -"4 Steel Ballard in = I ill, - - �I¢ doled on this rhea �t 22' x 54' I Attic Access Provide auto 1 with light I closer a Q si L_____� r I MILJI oo "ILU , 3'-1" O O O 12" x 12' contra a column block filled COVERED i ith concrete and (2) #1 bars vert. tied R C O1 in into I tels above s l000l G" II'-6" 6' 2" (V of 0 " 2'-8° 2,-8„ 31111 9'-6" 3,-4" 5'-'4" 34'-O" Install windows thru buck into block with 3/16' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT s 3'-5" GO +mp Panel GARAGE 8'-4" A.F.F. a Flat Ceding O N r-----------------1 Block wall in garage to be -� I struck block I I I I I I I I I I � I I I 9'-O" 3'-5" 15'-10" REVIEW D FOR )DE CO PLIANCE r. LUCIE (COUNTY NLL Vent " filler, A/C 'v- Meter Attach buck to block wall with Vol' dia. Elco conic 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 / \ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden t Braden ,AIA, FA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 411 S.E. Coconut Avenue The rand Carlton G RIGHT E Drawn bg: Tel (112) 281-8258C.C_U. Fax (rade 287-8283 Spanish Lakes Checked b E-mail:W B bradenalascomcast.net St. Lucie County Florida D.R.B. y Stuart. FL S499L #AAC000032 48 Wood screws thru ,lamb into buck at each hinge and 15" o.c. max and prior to door attachment NTs Sheet 2, OF 5 Comm 12-2-1 d 0. L�EGRESS ver-hang 8'-O" A.F.F. I Flat Ceiling N 109 5" I pper ca nets to extend over Ref. - ai - eta m 1 It, BATS _ 1 N -II Batts wleei" N - -"4 Steel Ballard in = I ill, - - �I¢ doled on this rhea �t 22' x 54' I Attic Access Provide auto 1 with light I closer a Q si L_____� r I MILJI oo "ILU , 3'-1" O O O 12" x 12' contra a column block filled COVERED i ith concrete and (2) #1 bars vert. tied R C O1 in into I tels above s l000l G" II'-6" 6' 2" (V of 0 " 2'-8° 2,-8„ 31111 9'-6" 3,-4" 5'-'4" 34'-O" Install windows thru buck into block with 3/16' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT s 3'-5" GO +mp Panel GARAGE 8'-4" A.F.F. a Flat Ceding O N r-----------------1 Block wall in garage to be -� I struck block I I I I I I I I I I � I I I 9'-O" 3'-5" 15'-10" REVIEW D FOR )DE CO PLIANCE r. LUCIE (COUNTY NLL Vent " filler, A/C 'v- Meter Attach buck to block wall with Vol' dia. Elco conic 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 / \ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden t Braden ,AIA, FA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 411 S.E. Coconut Avenue The rand Carlton G RIGHT E Drawn bg: Tel (112) 281-8258C.C_U. Fax (rade 287-8283 Spanish Lakes Checked b E-mail:W B bradenalascomcast.net St. Lucie County Florida D.R.B. y Stuart. FL S499L #AAC000032 48 Wood screws thru ,lamb into buck at each hinge and 15" o.c. max and prior to door attachment NTs Sheet 2, OF 5 Comm 12-2-1 r I MILJI oo "ILU , 3'-1" O O O 12" x 12' contra a column block filled COVERED i ith concrete and (2) #1 bars vert. tied R C O1 in into I tels above s l000l G" II'-6" 6' 2" (V of 0 " 2'-8° 2,-8„ 31111 9'-6" 3,-4" 5'-'4" 34'-O" Install windows thru buck into block with 3/16' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT s 3'-5" GO +mp Panel GARAGE 8'-4" A.F.F. a Flat Ceding O N r-----------------1 Block wall in garage to be -� I struck block I I I I I I I I I I � I I I 9'-O" 3'-5" 15'-10" REVIEW D FOR )DE CO PLIANCE r. LUCIE (COUNTY NLL Vent " filler, A/C 'v- Meter Attach buck to block wall with Vol' dia. Elco conic 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 / \ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden t Braden ,AIA, FA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 411 S.E. Coconut Avenue The rand Carlton G RIGHT E Drawn bg: Tel (112) 281-8258C.C_U. Fax (rade 287-8283 Spanish Lakes Checked b E-mail:W B bradenalascomcast.net St. Lucie County Florida D.R.B. y Stuart. FL S499L #AAC000032 48 Wood screws thru ,lamb into buck at each hinge and 15" o.c. max and prior to door attachment NTs Sheet 2, OF 5 Comm 12-2-1 Install windows thru buck into block with 3/16' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall / \ Buck to be I" x 4" PT s 3'-5" GO +mp Panel GARAGE 8'-4" A.F.F. a Flat Ceding O N r-----------------1 Block wall in garage to be -� I struck block I I I I I I I I I I � I I I 9'-O" 3'-5" 15'-10" REVIEW D FOR )DE CO PLIANCE r. LUCIE (COUNTY NLL Vent " filler, A/C 'v- Meter Attach buck to block wall with Vol' dia. Elco conic 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 / \ I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door INSTALLATION NTS Braden t Braden ,AIA, FA Wynne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 411 S.E. Coconut Avenue The rand Carlton G RIGHT E Drawn bg: Tel (112) 281-8258C.C_U. Fax (rade 287-8283 Spanish Lakes Checked b E-mail:W B bradenalascomcast.net St. Lucie County Florida D.R.B. y Stuart. FL S499L #AAC000032 48 Wood screws thru ,lamb into buck at each hinge and 15" o.c. max and prior to door attachment NTs Sheet 2, OF 5 Comm 12-2-1 34'-O" J 1 1\l.411. I l.4rN11 t"tl— IXk./ I TJ: 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 I0/10 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 FOUN.DATiON 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. 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 FINE, UNLESS NOTED OTHERWISE. 14. 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 -f. Verify 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'-I1" wide. Provide (2) filled cells on each side of openings from 6'-0" to 9'-11" 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 2-4" o.c, unless otherwise noted (see section) L Contractor to provide for Form Board Surveg - Form Board Surveg to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction S. ALL reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar wart. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled cell SECTIONS one 45 bar continuous 4" concrete slab with frbermesh OR L"xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ill —IIII III IIII— i l4"w x 14"d concrete monolithic PootI with (2) #5 bars cunt. TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR CxC 410/10 WWM on Io mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per 7b1:A Foundation plan CJ � 10" 1 (2) #5 bars Cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block Pilled with concrete and (2) #1 bars wart. tied into lintels above To of Tooter IL" below finished floor SCALE 1/2" = 1'-0" Verify house slab height in field 30"x30"xl6" concrete column footing with (4) #5 bars each way SCALE 1/2" = 1'-0" SCALE: 114" = 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 soli 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. 4" concrete slab with frbermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill WIIOM= PORCH SLAB EDGE DETAIL #5 bar vert. w/ 30" overlap at each filled call Adjust curb height based on gar. floor slope. 45 bar in curb \ SCALE 1/2" = 1'-O" 4" concrete Blab with frbermash OR 6"xV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 0'-0" ® F.F. 14" 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. GARAGE CURB DETAIL SCALE 1/2" = r-o" 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 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 0 0 Filled Cell Masonry Column With One ° #5 From Footing To Tie Beam Ln Conc. Fill To Be 3000 PSI See Floor Plan For Location �i3r} 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, FA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: brad enaiaacomcast.net Stuart_ FL 34996 #AACOO0032 20'-0" 1 1 =1�I 1(Vrl i ir.__ X-'lI I 14'-0" _ F IMF J 3 © " i — — —— F1------� Filled cell under girder above IQ I FI I I Rear Patio/Slab I ® Uj L—to be poured separate From house L , the slab. I N I 23 r Thicken footin to I 24"w x 14"d x 2q4"L r————— — — — — —— I FI I I I I I FI I I 4" concr 6"x6" 410/h clean cor I I I FI I Cil I a R I under filled cell FI I — Q �Q J under girder bearing. I Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" I I I I I I 32'-8" I ,te slab with frbermesh OR I > WWM on 6 mil Visqueen over patted termite treated fill � I FI I I I� V I O I o I II I � I I �I 4'10 Steel Ballard Ofilled w/ Concrete1_I oO F a , IwJI I u I I 11,0E I E` FI L EAt! r — J a oo o oL — — — — M-01-773777777- I LULLI I (L I I� N I ® ° — V — _ Recess for — J °--------- --- ° ° ° o Garage boor ° ° L_ 3 F \ t 9'-O" 3'-5" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above I JLinne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 0 I N 4'-O" F007NG SCHEDULE Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS ksirs 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30"x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS 14"W x 14"D With Curb at Garago MONOLITHIC FOOTING WITH 2 U5 BARS CONTINUOUS - CURB a 0'-0" MODEL: Date Drawn 12-4-11 GARAGE Drawn by: a r 1 t on RIGHT C.C.U. Checked by: D.R.B. Revisions : Sheet Comm # 2), 12-21 OF 5 Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam black steel. Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for 1t. 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. PP g into (22) beam either wet set or in IOd nails into truss. Add epoxy with blocking to 1810 lbs. uplift ETA 20� r truss leg per detail on this sheet R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on pressure for roof stated 1n permit info box on t�ese pans for zone 3 Ke Area Ede Field Fastener Max. Pressure Zone I 611 411 Bidring shank 45 psf Zone 2 6" ed ring shank lb p5f Zone 3 4" 14 8d ring shank 84 psf ** Zone 3a 6" 4" #8 wood screw 112.5 psf ** Use nails or s4rews based on res$ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verifg with Plan V, Rebar to Lintel 48 Bar Dia, Min. Overlap Provide Cast -Crete SUB-OB/OT precast lintel set in mortar Min. 8" Bearing -.1r 1 -tip �'�-/•-__ .}-A:�.r i r.l, 1. Provide PT Buck l,,ti j;::; i attached per jamb details into filled cell Precast . Sill r,t "'-Pared Filled Cell Provide #5 bars with min. 48 bar iameters overlap in Pilled cell. Tie 1lled toll steel into continuous footer steel. ' ;; ' `J'' .'::`•..t',,'T' (secrate rooting e footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL scale: I/2" = I'—o" \\ 12"x 12" Column Block J#� Rebar Attachment NTS n SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" O.C. II Simpson MGT into wall using dia. threaded rod set min. 12" wet beam and 122) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/9" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using 8d Weds. Substrate to be 19/32" COX 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 #11651.12 26 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 ASTM D (tgpe 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 he s aced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach Wick to trusses using attachment detail on this sheet LINTEL SCHEDULE. Mark Window or D Unit Width Lintel size Caat-Crete 5 ecification Rows of 'He Block Above " Bottom Steel 517eSteel Top size Max Gravity Load (PLF) FUd Max Lateral Load (PLF) L22 2'-2" 3'-V 8108-OBAT 1 #5 3069 1 1569 1024 L31 2'-V 31_�. 4'-0" elille- IT I 46 2561 1363 163 L45 +-5" W-10' 8F8-OBAT 1 #5 1105 909 339 L60 5'-O" V-0 8108-OBAT I #5 1238 836 121 1.60 6'-8" T-0 BPS-OBAT 1 $5 1011 121 534 L80 V-O" 'l 8F8-IB/2T 1 #5 2 #5 152 Sell 512 L90 T-On 10'-6' 81=8-I13/2T 1 #5 2 #5 443 630 401 L90B 9'-O" lo'-6" ePIhIB/2T ONE I #5 2 #5 1533 1183 401 LI00 10'-O" ll'-4" 8P8-I5/2T I 85 2 #5 582 494 452 LIOOB 10'-O" 11'-4" SF16-1113/2T ONE 1 95 2 #5 1366 1028 452 LI20 IT -On 1 13'-4' 8P8-I5/2T I #5 2 #5 411 428 324 L120B IT-O" IV-4" SP16-IB/2T ONE 1 #5 2 45 1015 110 324 L140 14'-0" 15'-4" BP16-IB/2T ONE I #5 2 #6 1250 609 259 LI60 I6'-O' IT-4" 8P8-I5/2T 1 #5 2 #5 300 1 142 194 LILOB IC -ON IT-4' 1 alal6-I15/2"t I ONE I #5 2 #5 960 1 600 194 - 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'-0" LONG ARE TO BE PRESTRESSED. Simpson 14ETA 20 or equal hurncane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. 18101be. uptilt Aluminum Drip Edge t Fascia 12" 2" x 6" Kagcan full o vent vinyl eoPPit metalled usingg 1/8, die shank x 15" long galv. rooPmg nails with 3/8' dia. head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bare vert. tie into lintel* above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND 12 4 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web fir -rib lath vertical wood a to provide .ration into 3/4' penetration 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. Top of footer 14' below finished floor Step per foundation plan - �l _ Slope per foundation plan Poured Concrete or concrete block wall Poured Concrete or concrete block wall Concrete Anchors F Manufacturers Specs Psi e Anchors Per carers Specs 1/4"Men, Min Pnnel Size& per manufacturer — See Tunrcal Stud Detail 1/8' x 3/32' Wing Nut w/ ve appropriate washer and spacing i bper manufacturer's Details 6 a. ots` i I J E 1 i m I E 1� Stud Detail Stud w/ Die Caat Zincnrs Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Brace Gable and with 2" x 4" SYP #2 eft back nailed to bottom of top chords using (2) IOd nails at each trues RE -ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings b9 manufacturer ) O w 0 CNI to to � )i 1- as a, Y_ Old N Heaa'C a 1J1 0 =L Ia N V � � o � � a 00 E_ c _ u ry E s c :1 y R-30 blown fiberglass ,d in bottom chord of trusses F -1/2" drywall with smooth finish Al Two rows of beam block filled with concrete _and 11) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont, for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 ?1-foil -insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "Mi' only. proportioned er FBC R601.1 and Mortar ,Joints shall comply with FBC 601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and O !U #5 spacing veil. (typicaU. 'Max.48unless otherwise e notexceed ood see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET age spacing at openings 4" concrete slab with flbermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xe" #lo/lo wwM on 6 mil Vlaqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 6WAidgm FAA I MINIMA F OVA Inew FA! arIMA' ", I AN WA OA "A 600WA A mill FAA IN 11 NFA � Nwam-'o, UA rem A WEN FA REVIEWED r-O CO DE COFMPLLANCE T„ LUC HE COUNTY OCC 0 LU Brace Gable end with 2" x 4" SYP #2 min. --aft back nailed to bottom of top chords using (2) IOd nails at each truss =1 I I I1 I I I1 I I I IIII I ' IIII1 I I I=1 I I I=1 I I I=1 I I ICI-1=U 111 I I 1=1 I I I,,, I I I i= :;IIII=IIII=III = ; `:;': IIII=IIIIIIIIIIIIIIII=IIII IIII I i �_ IIII I I I I—IIII ..r _� _� ...'' I I l l � l 11 I I I I „. ,IIII I I I I_I ► I I� I 11�"III I Fl IIII ;,IIII ,�Il it-l�i�-rill 3 TLiwcal Section at Front ------------- ETA 20 ------------- FLAN I m 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 Porch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE )11 = 1i_nlr FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" Poles BR Load Wire Description arc# tiro# Description Wire Load pR Poles 2 40 '1.0 kw #a 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 I a 1 20 1 1.9 kw #12 Pump 9 10 Drilar #10 5.0 kw 30 2 II1 12 1 20 1.6 kw 812 13 14 Dishwasher 012 1.2 kw 20 1 1 20 1.5 ku #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. m Is Recepte #IZ 20 I 1 20 i.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 I 20 1 1.2 kw #12 Clothes Washer 21 22 Rscapts #12 20 1 1 20 0-81 kw $12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1,4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 20 Recepts #12 20 1 1 20 *12 General Lighting 24 30 Racepts #12 - 20 1 - 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 - 1 20 #12 General Lighting 33 34 Exterior GFCI #12 - 20 1 - 1 20 #12 General Lighting 36 34 Bathroom OF[ 912 20 1 1 20 #12 Smoke Detectors 1 31 1 38 General Lighting #12 - 20 I 1 20 #12 Bathroom GPI 39 40 General Lighting #12 20 I s are 41 12 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Ligfiting_ (3, watts sq:.ft.)......................... $maIl.,Appiiance.Circultl,$), ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,, Range Refr19erator ............... .................. ............... Microwave .Di . sh Washer.........................................I......... Clothes..Ulasher,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Clothes..Dryer,,,,,,,,,,,,,,,,,,,,,,,, Water Heater ............................................... Water Pump......... .. Garage. poor,Opener......................... ............ 1135 3 5r205 2 1,500 3000 1 12,000 12 000 1 1,200 1.200 1 1500 1500 I 1.200 1200 1 1200 1200 1 5,000 5,000 1 4,500 4,500 I 1,8100 I,d00 I 810 810 Total Watts 1 31,415 First 10000 Watts e100% 1 10,000 10 000 Remainder 21,415 e40% 1 O 10,966 Electric Heat or A/C 10,000 eL5% 1 10,000 10,000 Calculated Load Watts 30.9L4 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed wg Push Button Switch 0" Exhaust Fan -09 Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light -.8Waterproof rc ground fault circult- interrupter PC Light with Pull Chinn (attic) ® Floor Duplex Outlet © Computer Connection Jack en Carbon Monoxide Detector 412 Flood Light T�} Thermostat m Electrical Panel ® Central Vac 8 I Electrical Meter Q Smoke Detector Ceiling fan © Television Jack t❑ Telephone Jack AC C A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up 1 171 llntercom H.B.4- Vent _thr_u --- PATIO/SLAB 1 1 GrtR AT R OM I I I Center Registers I19 CFM on ceding fan "al CFM IOxIOXi 1 XIOxl DINING ROOM IL" 1 I 232 CFM 1 12x6x, I L Jtki . SECOND i/ , BEDROOM I 12xl2x8 I 1 B/A [J 143 CFM IOxlOx6 MASTER BEDROOM 143 CFM IOxlOx4 rs ra ICJ r ,ICJ 12Ire-If I B/A C) LOSET Sx4x4 12'r i'��--- � i Q a I 10• �g K -- - --J COVERED PORCH = JUNCTION BOX TO SUPPORT A BAN �EC�4NIC/4L L/4YOUT = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-0" I. 2. Use copper Wire onlg, 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 5. 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 S. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. 10. A/C Return Air Balance Must comply w/ FBC RM1402 A/C Refricierant lines that are run thru slabs must be 19. The electrical system shall be completely and effective) sleeved in PVC 9 quirerounded as required b the latest edition of the N.E. 9 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21, All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-I" shall be installed 1n metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMI502 22' x 54" 1 Attic Aces" L_____I with light 311 4 CFM BAT _ Sofflt CFM 190 Amp , f Meter Panel AI GARAGE r-----------------, I I 1 I I I I I I I i I I I I I I I I i I 1 I I #2/0 Aluminum feed I h" Conduit 2" PVC t FPL 2" ELECTRICA A/C disc. ACC PANEL nr15#cont!PTaDariin slab L 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 it Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: brad enaia*comcast. net Stuart. FL 34996 UAAC000032 H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light /Govered Porch �\ / ` MASTER r BEDROOM I I WP GFCI I Y 5-/ V ry / J r GAR AT Smoke / Carbon ROOM Monoxide Detector Combo 1 S I I - 11 ��-L'OSET II I 11 I DINING ROOM 1 _ I GFCI If - - 1 I �� G CI ,,-I / IGFCI 4FCI I O TJ I\ ►I 1 KITCHEN J _ smokv_ / CnrbeL Monoxide Detector C Hmee S Combo 3'-2" 3'-2" 24" \ so M cl F i w ( enter ? ND % BEDROO Of 19/ B �\ 1 � \ WP GFCI / \ tQVERED P 6R� Ffi ' n W 0 61.1410, 1 IN 22" X 54" Attic Aces" with light rL,\ _t I J Optional I arl0 Amp panel location I / Panel Pull chain / light in attic / 42"h GFCI GARAGE Garage Door Opener 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 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install oulct N under disc. Q not shown for �� clarity A/C eter ELECTRICAL FLAN SCALE: Vq" = I'-O" Wunne Building Corp. T1 e) Grand C Spanish Lakes St. Lucie Countg Florida )Z�Poat Light with I Photo cell 0 I N arlton FBC 2 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn 12-4-11 GARAGE Drawn by: RIGHT c.c.u. Checked by: D.R.B. Revisions Sheet I Comm # -� 12-21 OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read' given special attention by all persons installing trusses. 5PAGING 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 IA IF MULTIPLE PLY. F9 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span 60 degrees Sprea er Bar or less 41 1 /2 ---► Tag Line spar approx. REFER TO BCSI Truss must be set this way If crane used. Truss Is an example, our truss may not match. nsist crane operator sets truss this way. }fag ,__Approx 2/3 to Line 1/2 of Span REFER TO BCSI ass 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 A are installed. A A I I-R " olli V Il I Il F2 N O T E 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. Carrying Girder 'Nails must be as shown. Guide tabs Dome angle nails. SEAT PLATES BY CHAMBERS 0 INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF I" ABOVE FINISHED FLOOR 12 4.00 - i upset=l/4" heel=315/16" PLUMB CUT END k 2 x 4 Top Chord WALL HEIGHT 6'-1" TYPICAL END DETAIL 12 4.00 12 2.00 $ B- 1— upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 6'-1" END DETAIL: A IA ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN L=NGTH ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT REVIEWED 87'" LUCIE CC *. c OR FABRICATION AGREEMENT TRUSSF�,.GWNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED ttd�dgel;dcrlptlon of the property where the trusses will be Installed is: On erblgned acknowledges and agrees: 1. Trusses will be made In strict acoordanbe writ this 4uss placement diagram layout, which is the sole authority for determining.suxessful fabrication of the trusses. 2, All dimensions In this layout have been veriAed is the undersigned. .3, Unless written notice Is provided by certlAod mall to Chambers Trues whhln ten (10) days of delhrery the undereigned agrees that no backcharges wltl be allowed. In the event such written notice Is fuml$hod Chambers Truss shall have three (3) buaa�tnness days in which 'to begin repalre required, or to 1dg: je othettrussss, at Chambers optl�n. 4. The undersigned acknowledgss rebelpt of "SCSI 1 0 summary sheet by TPI & WTCA. 5. Delivery is to Job she, h Is the buyees' nesponsibllhy to make the Job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the Job site of a pordon 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 Trues for towing costs due to site condltlons. S. Pike as shown In paragraph 7 below Is subject to change If any changes are. made Inthis layout. A $50 per hour fee for revialone may be charged by Chambers Truss. - , 7: This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to. or V nor agreement a reasonable price. Invoice will be made on delivery and paid within terms of not on delivery. Invoice may be made at scheduled date of delivery If buyer cannot scospi' delivery of fabricated busses. The undersigned agrees to pay Chambers.Tfuss reasonable attomey's fee for collection$ In event of payment not timely made. 1.12 % per month sefvjce charge will be added for all sums not paid within tense, . 8, signature or Initials anywhere on this sheet constitutes agreement to all terms heroin. 9, In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to 'Chambers Truss 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 recipient. 10. In the event of any Ihlgallon concerti this agreement, the Memo furnished hereunder or payments referred to herein, the, parties agree that the sole venue for any such action will be Saint 6001e County, Florida. 11. Design responsiblifies are per "National Standard And Recommended Guidelines On Rasponslbllltles For ConstnxUon Using Metal Plate Connected Wood Trusses ANSVTPVWTCA 4 - 2002 DATED SIGNED FOR Tf1LE Aspreaderbar maybe III per"BCSI'I-03"ttfpwmtkt ytfrdamage,. Multiple ply trusses must be fastened together per engineering before they are sell failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responalbility of the truss erector" Study the contents of the Information packet Included on delivery before settling trusses, TnammustbesdwWbracedpsrdestgnmpleuerdWu &*arms. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other colteentreted loads on busses, 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 FortPlercej Florida 34982-6423 800-551-5932 Fort Pierce 772465.2012 Fax 771 465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 ' rar-� Oill reuauccostronsS'CAM The Architect'% or Architeot's roproaril .:,..,...; shop drawing approval Is NOT a "double check" of the contractor,: The contractor shall remain responsible for checking field moasuromants and other construction crlteria. Architect's approval covers general roof shape, review of truss strapping, and loadln� on li structure from gravity and uplift loads and their re cl ire locations. Approved t3 : ,t / �r Date: ... ?YI�1 —__ Braden &Braden A,I P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-1 Roofing Material Shingle or Shake l Loading in PSF Roof R.D.L. FcI >, _ w I Top Chord Live 20 w c Top Chord Dead 7 4.2 w •2. Bottom Chord Live 10 Non -Concurrent E r1 ° Bottom Chord Dead 10 3 E TOTAL Load 37 7.2 a 3 Duration Factor 1.25 R G Wind Speed 165mph _> Top Chord C.B. Sheeting by builder. 1:0 Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'1 v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W U) Q Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building_Designer and/or Enoineer of Rernrrt Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. M14: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III 76l PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 la p/ -4,�