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Home My WebLink AboutApproved PlansW -I" T.O.B. S Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211.4 Attach roofing to deck using 99 x 1.5" wood screws with washer Per Approval over 30 Ib felt underlayment installed with min. V side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in Field. Roof deck to be 19/32" COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 4 1 SLOPE 2' Braden AIA, PA Product Approval Submittal Affidavit Building Design Is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: Building Corp. 2," Architects Internal Pressure Coe Icent: ±0.18 rp Sub,lectability to damage from: Weathering: Negligible Termites: Very Heavu Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights 5/8" thick light textured stucco on typical concrete block construction Opening p g Type Wind Exposure Classification: C NOA FL / NUMBER Product Model # - - - - - - - - - - - - - - - - - - - - - - - - - Glass Attachment method TEST Expiration Date Design Pressure g of Approved Testa 1.2.3 t4 Roof Zone: 3.+20.4/-84.0 psf 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = I' -O" Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211.4 At roofing to deck using #9 x L5" wood screws with washer Per Approval over 30 Ib Felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced C o.c. at all laps and two staggered rows 2" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf \ 2° 5/8" thick x 8"w cut .H. coral finished stucco bands `3 �5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION Union Corrugating Co. 26 ga. 5V crimp metal ooring FLU: 1211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 3C Ib felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistaet tin caps wrth 11/4" ring shank nails spaced 6" o.c at all laps and two staggered rows 12" o.c. in 'field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails pe sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf M 5/8" thick x 8"w cut O coral finished stucco bandsLJ ---- - - - - -- - Finish Columns with 5/8" thick cut coral finished stucco bands =L��ATIO>\1 \ IOT=S liGtillil lIC IhroA IYiC1I1 ru;%auinr.0 CONCEALED FASTENEK OR ATTACHMENTS ARE THE RES IBI V OF THE WW= OF RECORD 12 SLOPE �{ ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 12' O H. C ;1'll<;6t Ed!AN:a siP!L ,',L"u 01";J't'v6l::ly1 WUh?` ,fol 'If rsf� �ffluCT& li ,?,Calf i) U11 MEL KAY @L j'A ; SPAR-IMW Os�l�� TO "�i'�PLY @1rcHAl ��i(�("„ !7' -CJ" = Finie6crl Flnnr /� 5/8" thick llcht textured stucco on typical concrete block construction REAR ELEVATION Overhangs at I' -O" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Arg 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 4 SCALE: 1/4" = 1'-0" Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211.4 Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 Ib felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32'' COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf \ Finish Columns with 5/8" thick cut coral finished stucco bands # 1101, 03-)% ST. LLTCFV rntTKTV Tit FFVWN1 LL0 FOR SCALE: 1/4" = I' -O" 1<✓ILS�'E YJ DATE 3 l VLAN� l ATPD PER -MIT Al On NO LNSIVL�C,rlo, T)IVI5ION : KEPT ON JOD A1ADE. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 Ib felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 2" I" T.O.B. rth 22 H r H ®® . 5/8" thick x cut coral finished stuccoo bands O' -O" =Finished Floor Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION SCALE: 1/4" = 1'-0" 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board I II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xC 3*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill _w +,}._,_ 2" 0 -� 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (F=ORM 100) Braden AIA, PA Product Approval Submittal Affidavit Building Design Is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: Building Corp. II' -O" Roof Pitch: 4:12 Architects Internal Pressure Coe Icent: ±0.18 rp Sub,lectability to damage from: Weathering: Negligible Termites: Very Heavu Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Width of ROOF End Zone: 3'- " Wind Speed: Idr mph ultimate Opening p g Type Wind Exposure Classification: C NOA FL / NUMBER Product Model # Manufacturer Glass Attachment method TEST Expiration Date Design Pressure g of Approved Testa 1.2.3 t4 Roof Zone: 3.+20.4/-84.0 psf FLU 11499.2Mi Single Hung Series 185 Windows and doors �= Roof Zone I 3/16' dia. Tapcons w/ min. 1 1/4" penetration at 6" max. from each clorner and 19' o.c. thereafter thru PT Buck into solid filCMU wall Walls Zone 4 +41.2/-50.0 psf E -mall: Shear Walls Considered for Structure? Yes A I6-0330.02 Roof Zone 2 Overhead Garage Door Model 824 191-0" max height DAB Install track to buck per product approval and per inanaracAttachtBuck to well uam 3/8" x 6" anchor bolts at IS' o.c. 10-9-21 +50.0/-60.0 psf Roof Zone 3 B FLU 15221.1 Fiber lash 9 Smooth Wood grain a series o fiberglass Plaspro/Nanga Plastics Corp. Sic* 1/4" dia. tapcon with min 1.25" embedment at 6" max from corners and I4' o.c. thereafter in ,lambs. Pressure based on SCHLAGE hardware. + 45,0 PSF - C FLU 15332.2 Sliding Glass Door Series 420 a MndI WmdoWs doors 3/IC dia. Tapcons w/ min. 1 1/4" penetration at 6" max. from each corner and 19" o.c. thereafter Oru PT Buck filledinto + 40.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Date Design Pressure of Approved Tests Mullions FLU 15353.2 5164 vertical mullion Mi Windows and doors For CMU use (4) 3/16" dia. to cons with min 1 1/4" penetration with anchors locate per product approval drawings. MFG TO PROVIDE REBAR IN MULL + 44.2 PSF - Roof FLU 1211.4 5V Crimp Metal Roofin 9 INSTALLATION METHOD: A -IS Union Corrugating Co u9ox l5�wg000ddnsscrews withgwashercper approval over UDLe25 lus9 P PP P underlayment installed with min. 9" aide IaQs and 6' end laps fastened with corrosion resistant tin caps and with 1.25 ring shank nails spaced 6" o.c. at all lata and two staggered rows 12 o.c, in field. Attached deck per sheeting attachment detain on roof plan FIELD: -85.8 PSF Edge and Perimeter: -113.1 PSF Siding stucco on Block Soffit IS -1021.02 Model T4 12" Vented Vin I Soffit Kaycan Installed using any approved anchors as shown in product approval. Contractor to strictly adhere to the product approval for the use f fasteners, bacings. and edge distaices. 4-20-21 + 55.0/-35.0 PSF Hurricane Panels Fltt 15016.2 24 Gauge Storm Panels Global Protection Products LLC Installed using any approved anchors as shown in product approval. Contractor to strictly adhere to the product approval for the use f f enerspacings.tances. +55.5/-12.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Union Corrugating Co. 26 ga. 5V crimp metal ooring FLU: 1211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 3C Ib felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistaet tin caps wrth 11/4" ring shank nails spaced 6" o.c at all laps and two staggered rows 12" o.c. in 'field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails pe sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf M 5/8" thick x 8"w cut O coral finished stucco bandsLJ ---- - - - - -- - Finish Columns with 5/8" thick cut coral finished stucco bands =L��ATIO>\1 \ IOT=S liGtillil lIC IhroA IYiC1I1 ru;%auinr.0 CONCEALED FASTENEK OR ATTACHMENTS ARE THE RES IBI V OF THE WW= OF RECORD 12 SLOPE �{ ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 12' O H. C ;1'll<;6t Ed!AN:a siP!L ,',L"u 01";J't'v6l::ly1 WUh?` ,fol 'If rsf� �ffluCT& li ,?,Calf i) U11 MEL KAY @L j'A ; SPAR-IMW Os�l�� TO "�i'�PLY @1rcHAl ��i(�("„ !7' -CJ" = Finie6crl Flnnr /� 5/8" thick llcht textured stucco on typical concrete block construction REAR ELEVATION Overhangs at I' -O" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Arg 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 4 SCALE: 1/4" = 1'-0" Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211.4 Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 Ib felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32'' COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf \ Finish Columns with 5/8" thick cut coral finished stucco bands # 1101, 03-)% ST. LLTCFV rntTKTV Tit FFVWN1 LL0 FOR SCALE: 1/4" = I' -O" 1<✓ILS�'E YJ DATE 3 l VLAN� l ATPD PER -MIT Al On NO LNSIVL�C,rlo, T)IVI5ION : KEPT ON JOD A1ADE. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 Ib felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 2" I" T.O.B. rth 22 H r H ®® . 5/8" thick x cut coral finished stuccoo bands O' -O" =Finished Floor Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION SCALE: 1/4" = 1'-0" 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board I II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xC 3*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill _w +,}._,_ 2" 0 -� 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (F=ORM 100) Braden AIA, PA Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design Is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: Building Corp. II' -O" Roof Pitch: 4:12 Architects Internal Pressure Coe Icent: ±0.18 rp Sub,lectability to damage from: Weathering: Negligible Termites: Very Heavu Width of ROOF End Zone: 3'- " Wind Speed: Idr mph ultimate Wind Exposure Classification: C 2,12 Adjustment factor for Exposure Height.. gg p g 1.21 x O.6 = 0.126 ASD design ITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; 0L+0.6WL; 0.6DL+0.61DL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 paf (�12) 281-8258 Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3.+20.4/-84.0 psf Components t Cladding Wall End Zone Width. 3'-4" Fax Components E Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf �= Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 per E -mall: Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Roof Zone 2 Are Components an Cladding Detai s Provided? Yes Walls Zone 5 END ZONE Minimum Soil Bearing Pressure: 2.500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following:- Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 pisf FLOOR DEAD LOAD: 10 psf Braden it Braden AIA, PA U.1W rine Building Corp. Architects - Planners S.L. Coconut Avenue � 2 I Grand Carlton 11 Telel (�12) 281-8258 Fax : (712) 281-8283 Spanish Lakes E -mall: bradenala°comcast.net St. Lucre County Florida Stuart. FL 34994 UAAC000032 GARAGE RIGHT Date Drawn 12 -8 -IL Drawn by: C.C.U. Checked by: D.R.B. Revisions Sheet Comm # 1. 1�-2S8 C lata FLOOR FLAN 1<� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-0" Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drgwall into I. prior to Contractor to verify ALL notes and dimensions p spaced 6" o_c. Spacing Maximum Roof deck to be 19/32 CDX ste high be 4" diameter steel el crash post. Floor trusses with 8d x 2.5" long ring proceeding with work. attachment detail on roof plan Garage = Max allowable uplift = 85.8 psf Flange wth 4 - 3/8" 2, Contractor to STRICTLY enforce ALL OSHA Requirements. 2" x mm. thickness sq. Ceiling into slaba(3/8"bolts 50 ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc.,. to have 12" 13ga 13/8" long with 19/64" head P -O" X 6'-8" ZONE 4 4. a minimum 1,400 P.S.I. fiber stress. 54/e"x 54)8' H Single Hung Solid Core - Wood - 6 -Panel ` ALL 4. No dissimilar metals to touch. 2'-8" X 6'-8" 0.098" diameter x 1 1/4" long elevations. vanitu to e ALL S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 0 '�' windows in bathrooms to be tempered %1 All ALL Concrete used for vertical filled cells, cont. tie beams etc.. to O x Walls Either 141,8 manufacturers Specs prior t0 construction Ib" m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix H.B. Direction X3/8"° 8'-0" to 9'-8" A.F. 2/," 15/64" head 6. Drywall at ceilings shall be leveled and attached to bottom chord Vaulted Ceiling 4' OC O of trusses with screws per FBC 8102.3.5. G board nail 0.086" dia. ° ° 2 ' Mrr 1. ALL wood in contact with concrete shall be pressure treated. 1psum x 5/8" with 9/32" head. Ceiling Perpendicular 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 12" 13ga 1 5/8" long with 19/64" head /e" 9. ALL plumbing fixtures to be low flow. ROOM I b� ;F 8° L Rod Shelf 10. Contractor to Provide Drain at water heater in accordance 0.098" diameter x 1 3/8" long ae with the current edition of the Florida Plumbing Code. HO � D o ul 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. a' Walls Either 16" 12. Lowest finished floor t0 be set by Governing Building Department BAT 6„/,” W surveyor to set in field. Direction 13, Separation between residence and garage shall be per FBC 8302.6 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door Lu w.H: = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC 8302.9.1 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 nailed to Masonrg Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails I materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment x 11/B" with 19/64" head. with F.B.C. 8316 - see permit info box of code edition O I 18. G�yypsum board material shall conform to ASTM C36, C-19, 04-15, C514, C630, C931 C960, C1002, C1047,01-11, C1178, C12-18, 01395, or C1396 and shall be installed _- - Uver J O according to the following: (FBC R-702.3.5) Vent tfiroug ro All DrywallLocation Thickness FL#: 1211.4 Attach roofing to Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drgwall into and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o_c. Spacing Maximum Roof deck to be 19/32 CDX wood framingmembers trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Garage = Max allowable uplift = 85.8 psf sq, Nails Screws 2" x mm. thickness sq. Ceiling Perpendicular 24" 1" 12" 13ga 13/8" long with 19/64" head P -O" X 6'-8" ZONE 4 4. 4'-5%a"x 4'-2%a" 54/e"x 54)8' H Single Hung Solid Core - Wood - 6 -Panel ZONE 4 ALL Windows to be aluminum Windows w/ tint 2'-8" X 6'-8" 0.098" diameter x 1 1/4" long elevations. vanitu to e 0 ALL windows to withstand pressures In permit info box On annular -ringed or 5d cooler nail /2 windows in bathrooms to be tempered 34 %,"high All rough opening O x Walls Either 141,8 manufacturers Specs prior t0 construction Ib" m 0.080" dia. 1 5/8" long with H.B. Direction 8'-0" to 9'-8" A.F. 2" x 6" knee -wall 15/64" head 0 o Vaulted Ceiling OR OC O G board nail 0.086" dia. I Mrr r 1psum x 5/8" with 9/32" head. Ceiling Perpendicular 24" T' 12" 13ga 1 5/8" long with 19/64" head ROOM I b� ;F 8° L Rod Shelf LINEN ABINET 0.098" diameter x 1 3/8" long ae HO � D o ul annular -ringed or 6d cooler nail OR Walls Either 16" 8' 16" BAT 0.092" dia. xx 1 1/8" long with W Direction 34 y2 "high I 1/4" head Lu OR 11 I G psum board nail 0.0915" dia. I DO x 11/B" with 19/64" head. Install SGD thru buck Into p I O block with ti tap -con with I I/2" penetration at 6" o.c. max. CIINI��IIII 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 L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product alipro 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 C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels In shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyln smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. 8316. Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 1211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 Ib Felt underlaoment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o_c. at all laps and two stayered rows 12" o.c. in field. Roof deck to be 19/32 CDX plowood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Garage = Max allowable uplift = 85.8 psf sq, ft. Total Under Roof= Simpson HETA 20 or equal sq. hurricane anchor at each truss with (10) IOd x 1 1/2" nails 12 PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 18101be, 4 �- at 24"o.c. TYPICAL uplift (shop drawings bg manufacturer) Aluminum Drip —� \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses /2" drowall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block Filled with concrete and (U 45 bar cont. in each row. Substi*te K%can Full o vent vingl soffit installedprecast lintel filled with concrete and (1) 5 using 1/8" de shank x 15" long galy, bar cont. for bottom row over openings roaring nails with 3/8" dm. head per product approval - see chart sheet #1 1/2" drgwall ovdr I" x furringg strips at I6" o.c, with R4.1 ?1 -rod insulation on tgpical 8" Block walls 5/8" thick light textured - All drywall to be installed per FBC 8102.3.1 stucco on topical concrete and shall meet all pertaining ASTM codes. block construction ro Mortar to be Type M onlgg pr ortioned per FBC 8601.1 and Mortar ,fonts shall comply with FSC R6OT2J. 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 () #5 bar vert. (topical). 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 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade III-IIII III III 4'.'k "• IIII-IIII IIS '��I=III IIII=IIII= 1—IIII 11— —III - 1114" x 14" Conerete footing 14" with (2) #5 bart'e cont. and 45 T Y F1 C A L S E C T f O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" N.T.S. Head fixed door sliding door C v2 AREA CALCULATIONS Window Schedule Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq, ft. Total Under Roof= 2108 sq. ft. 2" VTR JAL 1 1 I 21' VTR Master rx� -I- Bath i I Lay. 2" Lay. 4" 1 2' VTR W.C.JAL I 1 Shwr. S„ / Kit. Sink I Kitchen 2 I Lay. 3" w.c. Bath #2 Si S' C.O. To Septic FLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened naris prior to door attachment \ Masonrg Wall Bottom Track �Tupical Flooring CJ' 111 Install SGD thru buck, Into block with 3/16" taf5=con with S l From penetration at 6" ." max. rom each l 1 d 1 n g D Oor D e t a i f corner and 20." o.c. max thereafter at iambs per product approval Jamb At Masonry Wall NTS Door Schedule Window Schedule Rough Opening Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5%8"x 5'-3%8" 54%8"x 63%9" 3'-0" X 6'-8" Single Hung Fiberglass Panel - Inswing ZONE 4 2, 11 5'-3 %8" 15" x 63 %4" Sliding Glass Door Single Hung D ZONE 4 3. 2'-2" x V-2 1/2" 21�2'x 38%8' Solid Core - Wood - 6 -Panel Single Hung P -O" X 6'-8" ZONE 4 4. 4'-5%a"x 4'-2%a" 54/e"x 54)8' H Single Hung Solid Core - Wood - 6 -Panel ZONE 4 ALL Windows to be aluminum Windows w/ tint 2'-8" X 6'-8" and mullions per elevations. vanitu to e 0 ALL windows to withstand pressures In permit info box On sheet I ALL windows in bathrooms to be tempered 34 %,"high All rough opening dimensions to be verified by contractor N with manufacturers Specs prior t0 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'-0" X 6'-8" 41 %9"x 8319" Fiberglass Panel - Inswing ZONE 4 C. 6'-0" X 6'-8" 011 t 14" x 81 %2" Feer re saeom Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6 -Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X C-8" Solid Core - Wood - 6 -Panel F P -O" X 6'-8" Solid Core - Wood - 6 -Panel - Bi -Fold G 2'-8" x V-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6 -Panel J 2'-6" X 6'-8" Solid Core - Wood - 6 -Panel - Bi -Fold K 2'-8" X 6'-8" Solid Core - Wood - 6 -Panel - Bi -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturer s Shiers hrinr to ce)nstructl It 8��9'-6-6„ PATIO/SLAB 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Covered Porch EGRESS 12'- 8 " u I MASTER 8'-0" to 9' ! 8" A.F.F. BEDROOM Vaulted Ceiling 8'-O" A.F.F. I Flat Ceiling 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 faints and 20" o.c. may Exterior face at head and mil per product approval of wall —\ / \ Buck to be I" x 4" PT r -----------------T Block wall in garage to be struck block 1 I I I I I I I I I I 3'-5" 9'-O" 3'-4" 5'-4" Attach buck to block wall with 1/4" dia. Elco cont screws witll 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 wan Aries I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #e Wood screws lthru iamb into buck block with case hardened Wads ON ALL JAMB, HEADER, AND - at so" hence eId IS" o:c. max and INSTALLATION J D e L d l l a L w I n d OUB S prior to window attachment SILL BLOCK PRIOR TO BUCK D e t on NTS GREAT ROOM wunne BuIlding Corp. Date Drawn o Architects - Planners oo° _ 12-8-16 eS.L. Coconut Avenue 2nere12" GARAGE Drawn by: Tel l : (712) 281-8258 o C.C.U. C VER I x 12" Checked by: a column block filled N :h concrete and (2) 41 bars vert. tied ORC Rod Shelf " into II tela above II' -6" \ \ 6, 2„ vanitu to e 0 r 34 %,"high N I m H.B. 8'-0" to 9'-8" A.F. 2" x 6" knee -wall L SET 0 o Vaulted Ceiling below counter top OC O I Mrr r DiNING ROOM I b� ;F 8° L Rod Shelf LINEN ABINET I ae HO � D o ul Vanitu to be BAT W 34 y2 "high I Lu I' -O s/9 9 �4„H1gh41W 11 I I DO O I KITCHEN _- - Uver J O Vent tfiroug ro All r ang 8'-O" A.F.F. i 0 o Flat Ceiling N Upper cabinets to extend over Ref. v i 1 ly fdierN ATH — C� — fTapnuey Rer. Nar✓-vtaY Pemn O Rod E Shelr N _ N N H —II Betts solation / nt Ill 'I I a Steel 1�„ $ems detail qn this Ballard sheet # O I > #t a 22" x 54" ° I O Attic Access Provide auto i I with light I L closer 0 - 8'-O" A.F.F. �Q_ 22„ --- Flat Ceiling 150 Amp Meter m Panel SECOND � m _� BEDROOM E GRGEN RESS Y GARAGE OD T OD 0 FI � Flat Ceiling -O 0 � ° 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 faints and 20" o.c. may Exterior face at head and mil per product approval of wall —\ / \ Buck to be I" x 4" PT r -----------------T Block wall in garage to be struck block 1 I I I I I I I I I I 3'-5" 9'-O" 3'-4" 5'-4" Attach buck to block wall with 1/4" dia. Elco cont screws witll 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 wan Aries I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #e Wood screws lthru iamb into buck block with case hardened Wads ON ALL JAMB, HEADER, AND - at so" hence eId IS" o:c. max and INSTALLATION J D e L d l l a L w I n d OUB S prior to window attachment SILL BLOCK PRIOR TO BUCK D e t on NTS EGRESS wunne BuIlding Corp. Date Drawn °M ° Architects - Planners oo° 12-8-16 eS.L. Coconut Avenue 2nere12" GARAGE Drawn by: Tel l : (712) 281-8258 R GH C.C.U. C VER D x 12" Checked by: a column block filled St. Lucie County Florida :h concrete and (2) 41 bars vert. tied ORC _ into II tela above II' -6" \ \ 6, 2„ 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 faints and 20" o.c. may Exterior face at head and mil per product approval of wall —\ / \ Buck to be I" x 4" PT r -----------------T Block wall in garage to be struck block 1 I I I I I I I I I I 3'-5" 9'-O" 3'-4" 5'-4" Attach buck to block wall with 1/4" dia. Elco cont screws witll 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 wan Aries I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #e Wood screws lthru iamb into buck block with case hardened Wads ON ALL JAMB, HEADER, AND - at so" hence eId IS" o:c. max and INSTALLATION J D e L d l l a L w I n d OUB S prior to window attachment SILL BLOCK PRIOR TO BUCK D e t on NTS Braden It Braden AIA, FA wunne BuIlding Corp. Date Drawn Revisions Architects - Planners — 12-8-16 eS.L. Coconut Avenue 2( G r d n d Carlton i I GARAGE Drawn by: Tel l : (712) 281-8258 R GH C.C.U. Spanish Lakes Fax (112) 281-8283 E-mail: bradenaia8comcast.net Checked by: Stuart. FL 34996 UAAC000032 St. Lucie County Florida D.R.B. Sheet 2. OF 5 NTS Comm # I�-2S8 I DETAIL AT GARAGE STEPDOUIN 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer I6" below finished CALE 1/2" = I' -O" 30" COLUMN FOOTING DETAIL 30"x30"xl6" concrete column footing with (4) #5 bars each sway SCALE 1/2" = 1'-O" FS GARAGE CURB DETAIL SCALE 1/2" = I' -U 2" x L" PT wood secured with \ 3/8"dia. x C anchor bolt at 18" o.c. overhead door track secured to wood ,Iamb 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. tilled Cell rlasonry L olumn UJILn vne 45 From Footing To Beam Each. Conc. FIII To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, FA Architects - Planners IF F4 11 Tel : (172) 287-8258 Fax ("172) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34996 #AAC000032 WITH 2 45 BARS CONTINUOUS F 12"W X 12"D STRUCTURAL NOTES: WITH (2) 45 BARS CONTINUOUS 30" x 30" x ICD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 818"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS 14"W x 14"D F5 With F4 MONOLITHIC FOOTING I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY, IF ANY SUB -SOIL, MUCK OR NON-UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 7_ I I CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN I - - - - -00 00_1_1_1_1_ 00 00 PROPER ENGINEERING DATA FOR DESIGN. l0. FOLLOWS: L - - _1_1_1_:_ 1_ - - - F4- ° t - - - ® - L DESIGN LOADS ARE AS 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ROOF (DL+LL) = 41 PSF - I Ia J� I ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I Filled cell under - BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" i girder above O i FI I O 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. I. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, & O 1 - � Rear Patio/Slab I 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. - Lu be poured separate L I F4 L1L from the house slab. T WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12, ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 1 O O I I ° BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. (MINIMUM 95% DENSITY), LAP POLYETHYLENE 12" MINIMUM, FIBERMESH FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, v7 r I I Thicken 'd MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. x`m 4tL 24°w x under l 2 a O 1 under filled cell FI I 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 00 O O ° O O 00 under girder bearing. BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FI 10- - MACHINE COMPACTED TO A MINIMUM OF 2500 FOOTING: 3" 1 BUILDING CONSTRUCTION BEAMS: 1-1/2" R ear Patio/Slab to I ° I be flush with bottom of m 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB, i sliding door recess. " 1 Slope I/2 q� A, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. _a 1 u- -I- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT, 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FIN15H (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. I I FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 1-1 ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE -18 1 O F L 4 N PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. U D T 10 �l I JE 01 32'-8" ° Y /4 1 I I. Any changes to plans must be submitted to the architect SCALE: I/4" = 1'-O" H.B. for approval before proceeding with construction. Termite Protection for New O 4" concrete slab with fibermesh OR I 6"x6° WWM 6 ell en over O C)l 2. Contractor shall be responsible for verification of all dimensions before construction. Construct I ar co to clean co patted termite treated fell reate I notation and starting 3. Soil conditions assumed to be 2500 psf, Should any other conditions be Soil treatment used for subterranean termite prevention encountered, the architect shall be notified in Writing for revision inside the foundation perimeter shall be done after all O I I ry �. Verify all recess thickness at Showers, tile, eta.... excavation, backf1111ng and compaction is complete. -i S. Contractor to provide filled cell With concrete and i U5 bar Vert. at 48 If soil area Is disturbed after initial chemical soil treatment O.c, max. Provide (1) filled cell on each side of openings upp to 5'-11" Wide, area shall be re -treated with a chemical soil treatment o boxed framed. - - 1FI i/� ' -; ° CI] - T_ I (o' -O" ncluding spaces or Provide (2) filled cells on each side of openings from to 9' -ll" b _i, and Provide (3) filled cells on each side of openings from 10'-0" and Up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. l,. Contractor to provide for Form Board Survey - Form oar FBoard Survey Protective sleeves around metallic piping penetrating 1 Truss Company to truss Construction concrete slab on grade floors shall not be of cellulose ° to be provided to prior 1. Contractor top rovide for soil test prior to construction and provide containing materials and shall receive application of termiclde In annular space between sleeve and pipe. 4 -� a copy of soil test to architect for review prior to construction 1 8, ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 ando O o__ � a 1 A-35 specifications. ALL Anchors to be A-307 steel. — — 9_ Provide a minimum of 3" concrete protection at footings and _ _ _ _ _ _ — I IFI I - 1-1/2" concrete protection at beams For ALL reinforcing bars. � - 4"0 Steel Ballard 1 ? J� 1 ®filled w/ Concrete 1 # i Thicken to 8"x8" v F QJI F I O #5 bar vert. w/ edge 30" overlap SEE TYPICAL with concrete and 4" concrete slab with flbermesh OR �� I 1 I at each filled cell ECTIONS one #5 bar continuous b' x6" #10/10 WWM on 10 mil Visqueen over m U E clean compacted termite treated fill a Wm w N I I 1 v ' I a m GRADE 4" concrete slab with flbermesh OR H N u_ 1 1 w w E � 6"x6" #10/10 wwm on 10 and visqueen over clean compacted termite treated fill 00 ' _ _ ill 1 1 1 I 1 Grade IIII IIII I I I I III `- - a 00 1 L a ! 1 0 I r00 0-0 I' m - 2 _ _ _ 3$„ it N E; - ——IIII- ' 8-F RCH SLAB EDGE DETAIL // � r1 foox twit concrete monolithicFI footing with (2) 45 bars cont. SCALE /2" = '-O" 1 S IE / 0O u 3 ------------- IFS o 14" #5 bar vert, w/ OO O' O O I W Q3O U F5 I F I TYPICAL FOOTING DETAIL 30" overlap =_ _ I F4 ° ° 1 ula I ° SCALE I/2° = I' -O" at each filled cell SEE TYPICAL 1 1 x ECTIYPI Filled Cell Masonry Column With One CIL I 4" concrete slab with flbermesh OR Adjust curb height 6"x6" #10/10 WWM on 10 mil Visqueer over based on gar. floor 4" concrete slab with flbermesh OR #5 From Footing To Tie Beam 1 1 slope. 6"x6° 410/10 WWM on 10 and Visqueen over Conc. Fill To Be 3000 PSI clean compacted termite treatedfill clean compacted termite treated fill See Floor Plan For Location r N I r L - _ - _ Recess for #5 bar cont. S15pbar In curb °� _ - - -� - - - °� _ ° 00 ° Garage Door 00 00 Step per foundation plan Grade .; �L 2" x 12" concrete column block filled N E` Felled Cell Column with concrete and (2) #i bars vert. ti edSingle into lintels above 0" (2) #5 bars cont. bottom steel 14% x 14"d concrete monolithic NTS footing with (2) #5 bars cont. I DETAIL AT GARAGE STEPDOUIN 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer I6" below finished CALE 1/2" = I' -O" 30" COLUMN FOOTING DETAIL 30"x30"xl6" concrete column footing with (4) #5 bars each sway SCALE 1/2" = 1'-O" FS GARAGE CURB DETAIL SCALE 1/2" = I' -U 2" x L" PT wood secured with \ 3/8"dia. x C anchor bolt at 18" o.c. overhead door track secured to wood ,Iamb 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. tilled Cell rlasonry L olumn UJILn vne 45 From Footing To Beam Each. Conc. FIII 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 : (172) 287-8258 Fax ("172) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34996 #AAC000032 Wgnne Building Corp. 2' Grdrd Carlton f Spanish Lakes St. Lucie County Florida Date Drawn Revisions Sheet 12-8-16 Comm GARAGE Drawn by: RIGHT C_C.U. :3, Checked lb�y: D.R.B. OF 5 FOOTING SCHEDULE Mark Sizo Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x ICD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 818"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS 14"W x 14"D F5 With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® O' -O" Date Drawn Revisions Sheet 12-8-16 Comm GARAGE Drawn by: RIGHT C_C.U. :3, Checked lb�y: D.R.B. OF 5 ROOF: SHEETING ATTACH>IENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated in permit Info box on these plans for zone 3 Ke Area Edge Field FastenerPressure BI continuous In each row. Hook vert. bar over top bar with Zone I 45 90° bend bar with a 10" min. lap at top bar. is 8d ring shank 45 psf Bottom Steel Zone 2 4" L" 8d ring shank % Pelf ;5Zone 3 4° 4" Sd ring shank 84 psf 1** Zone 3a L" L" 48 wood screw 112.5 psf, ** Use nails or screws based on pressure for roof stated In permit info box on these plans for zone 3 Provide U5 bars with mm. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. Provide U5 bar set In pre -cast lintel into beam where length of the opening calls For it. Provide Cast -Crete—`— -8— SUB-OB/OT precast - _ _ _ _ _ _ _ ` _ _� 'LL lintel set in mortar Min. B" Bearing Veriry with Flan Concrete 12"x 12" /Lintel Column Block #7 Rebar Rebar < 48 Bar Dia. Min. Overlap Column to LIntl ttachm&nt NTS SEAN SCHEDULE Mark Size and Description Clear Span Two rows of beam block filled with concrete and 1 45 bar BI continuous In each row. Hook vert. bar over top bar with 2'-8" 45 90° bend bar with a 10" min. lap at top bar. Additional Precast Lintel tt5 bars - `'('+•'`)" CLEAR Lintel Length Bar Length Clear Span „ u A Bars ii ii B Bars 2'-10" 2'-8" I'-6" 2?t3 none ii 1 i t t Bottom Steel Size Top Steel Size Max Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-L" 8F8-OB/IT r,w N 3'-6" 3'-4" 2'-2" 2,43 none 81111 8F8-15AT 8F8-3/271' L31 T-6" 2'-8" 3'-1" 4'-0" 8F8-013/IT Additional 4'-0" 3'-10" 2'-8" 2,#3 none - tt5 bars F. L45 4'-5" 5'-I0" CLEA i,: ,' 4'-6" 4'-4" 3'-2" 2.U3 more • One Row of "H:,` 51-410 5'-2" 4'-O" 2,U3 none •' Block Above 1 tt5 1138 1 835 "121 L60 2,tt4 none 8111 Precast Lintel 1 tt5 loll 121 534 LBO 8'-O" T-4" I Additional i 6'-6" 6'-4" 5'-4" 2.U4 none tt5 bars ,___y' 591 1'-O"6'-2" L90 2,45 none 8FIL-IB/IT 8FIL-IB/2T 8'-4" T-10" 1'-O" 2 u5 none TOTES, 530 401 L90B 9'-O" 10'-4" ALL reinforcing steel Is grade 60. I. min, coverage or steel -LS" 2. min. bearing required a ea. end=s•' 3. standard for reinf. steel -ASTM A615 tt5 TYPICAL LINTEL SECTION U5 ( PRECAST CONCRETE ) 1183 - 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. Provide PT Buck attached per ,Iamb etails into filled ce 4" Pre -cast SIII \ oured Filled Cell Provide U5 bars with min. 48 bar diameters overlap in oiled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockmrq to vert. leg of truss with IOd x 1.5' nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Poured Ccncretd concrete block u I I I — I I LINTEL SCHEDULE I I I Mark Window or Doo Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel Size Top Steel Size Max Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-L" 8F8-OB/IT r,w N 490 1 tt5 3049 151.9 1024 L31 T-6" 2'-8" 3'-1" 4'-0" 8F8-013/IT 1 tt5 2541 13(3 143 L45 4'-5" 5'-I0" BFe-OBAT 1 tt5 1 1105 1 909 339 L50 5'-0" 4'-4" BF8-OB/IT 1 tt5 1138 1 835 "121 L60 4'-8" T-6" 8111 1 tt5 loll 121 534 LBO 8'-O" T-4" SFS-]B/2T 1 tt5 2 U5 152 591 512 L90 T -O" 10'-L" 8F8-IB/2T 1 U5 2 tt5 443 530 401 L90B 9'-O" 10'-4" 8FIL-IB/2T ONE 1 tt5 2 U5 1533 1183 401 LI00 10'-0" II' -4" 1 8F8-IB/2T 1 U5 2 tt5 582 494 452 LIOOB 10'-0" II' -4" 81ii ONE I tt5 2 tt5 1344 1028 452 LI20 12'-0" 13'-4" 8F8-IB/2T 1 U5 2 tt5 411 428 324 L120B I2' -O" 13'-4' Bleii /2T ONE 1 U5 2 U5 1015 7'10 324 L140 14'-0" 15'-4" 8FI4-IB/2T ONE 1 U5 2 45 1250 609 259 LI60 IG' -O" IT -4" BF8-IB/2T 1 U5 2 tt5 300 192 194 LILOB IL' -O" IT -4" 8FI1.-IB/2T ONE 1 tt5 2 US 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST -CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST -CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Provide PT Buck attached per ,Iamb etails into filled ce 4" Pre -cast SIII \ oured Filled Cell Provide U5 bars with min. 48 bar diameters overlap in oiled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockmrq to vert. leg of truss with IOd x 1.5' nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Poured Ccncretd concrete block u I I I — I I v 2 I/j I I I v I > ° I I m I `v or in m I � I x I II IOd nails into truss. Add blocking to r,w 3LOCKING DETAIL Mush Mounted Shutter Detail )ER STRAPPING TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 92( 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' COX Plywood nailed at 6" o.c. in field - and edges with IOd ring shank nails into studs. Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211.4 Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 Ib felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. ISIOIbs. uplift Aluminum Drip — Edge t Fascia 2" x full o vent vingl soffit Installed 8" dia shank x 15" long galv. nails with 3/8" dia. head per approval - see chart sheet Ul into lintels above thicken edge to 8"x8" with concrete and one U5 bar continuous BEYOND Top of footer 16" below finished floor Aluminum Drip Edge it Fascia Flash and Counter flash Nail ledger to naLl— —..J •�.. Aluminum Panel Sizes per manufacturer — see Tuoical Stud Deta I 7/8" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details \ 0: Stud Detail Stud w/ Die Cast Zinc NTS Nickel Plated Wing Nut v4• nts Brace Gable end with 2" x 4" SYP U2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 8 24"o.c- TYPICAL ( shop drawings by 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 (U U5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at I6" o.c. with RA fi-foil -insulation on tgpical 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 8601.1 and Mortar ,joints shall comply with FBC 4601.2.1. Provide Dur -O -Rock at all wet areas (ex. showers, tubs etc...) Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Fill cell with concrete and O O (U U5 bar vert. (typicaU. -Max. spacing shall not exceed 48" I h d ETA 20 Strap truss to wall using Simpson MGT with X • N — ROOF PITCH 5/8" dia. into threaded rod with min 12" beam either wet set embedment 4 DRAWINGS TO BE PROVIDED BY MANUFACTURER �''1 t ri a 0 - or in epoxy with I t til U) ��, (22) IOd nails into truss. Add blocking to r,w N 490 truss leg per detail on this sheet Q L B 1 F L A N N u) — OVERHANGS 3 X • N — ROOF PITCH O� rn N � DRAWINGS TO BE PROVIDED BY MANUFACTURER /�•� F_Q a 0 - ILI CL CL I t til U) 83E u n rli � — N 490 FL 349% UAAC000032 N Q L B 1 BI 460 / BI O I co L90 BI N BI W LGO I 12 I- L BI L � I cn — � 2" U I I BI S OPE a to 1 W N L UJ I I E L B BI L31 .. W U11 - - l�N� -- -- -- ii Union /j --/J I-1. Corru atinCo. 26 a. 5V trim metal roofin wood screws with washer Per pproval over 30 Ib Felt O underlayment installed with min. 4" side laps r- and „ 0) t In Is spaced 6" o.c. caps with 1 1/4" ring shank na at all laps and two sta`�ered rows 12" o.c. in Field. Roof deck to be 19/ 3 CDX plywood nailed to attachment detail on or of plan Max allowable uplift = 85.8 psi V BI J� r- - - - -- O ttic Aecess 1.4 Q with light L - - - - -- SLOPE 4 BI I T (, I l 1 P Td 8'-O" MAX. ( T S S TI 2" j — �— -- I I I � I 1 1 Bl BI L31 ; bo I 1 1 BI I BI 1 I 1 I I BI L45 I BI 450 on ET hurrlca ant r a 2 eat truss O N BI ( c.) uppo ting ax. .fi 1810 bs. UlDlift L1bI0 1 B I B08 440 L9 F L A N N u) — OVERHANGS 3 X 4° concrete slab with eahsqueen — ROOF PITCH O� rn N � DRAWINGS TO BE PROVIDED BY MANUFACTURER /�•� F_Q a 0 - ILI CL CL I t til U) 83E u n rli � — N Num FL 349% UAAC000032 N Q L Brace Gable end with 2" x 4" SYP U2 min. —8Ft back nailed to bottom of top chords using (2) IOd nails at each truss W, un ass of erwise note see Foundation plan notes for spacing at openings — OVERHANGS AT 1'-0" UNLESS CTHERWISE NOTED ON THIS SHEET 4° concrete slab with eahsqueen — ROOF PITCH AT � :12 UNLESS OTHERWISE NOTED ON THIS SHEET m 6"x6" 4I0/10 WWM on 6 mil il Viover e / clean compacted termite treated fill — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /�•� — A N Y C H A N G E S T O T H I S P L A N Tublcdl SectIon dt Front Porch HALL 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 LAYOU7 AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION LUynne Building Corp. Date Drawn : Revisions : Sheet Comm 4 12 -8 -IL 2' Grand Carlton f� GARAGE Drawn by: , 8 p Spanish Lakes Checked b I — St. Lucie County Florida �' ID, R. OF 5 i Braden • - . Architects PlannersI411 /�•� S.E. Coconut Avenue 83E -mail: bradenaia8 comcast, netStuart. FL 349% UAAC000032 HALL 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 LAYOU7 AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION LUynne Building Corp. Date Drawn : Revisions : Sheet Comm 4 12 -8 -IL 2' Grand Carlton f� GARAGE Drawn by: , 8 p Spanish Lakes Checked b I — St. Lucie County Florida �' ID, R. OF 5 i PANEL "A" LOAD CALCULATION SHEET Electric Notes_ PANEL "A" BR oles BR Load 3.5 kw Wire Description circ9 circ9 Description 2 40 1.0 kw 98 A/C comp I 2 AHU 2 ,500 1,500 1 1,200 3 4 1,200 1,200 2 30 43 kw 910 40 gal. water HTR 5 G Range 1,800 1 810 BIO #12 1.2 kw e 1 912 1 20 1.8 kw 912 Pump 9 10 Or er First 10000 Watts 20 1 412 10,000 20 12 912 O 1 20 1.5 kw 912 20 13 14 Dishwasher 1 20 1.5 kw 412 Microwave 15 14 Refrigerator 1 20 1.5 kw #12 Kitchen S.A.C. I, 18 Recepts 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 1 20 1.2 kw 912 Clothes Washer 21 22 Recepts 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 1 20 1.4 kw 912 25 24 Recepts 1 20 1.92 kw 912 21 28 Recepts I 15 414 General Lighting 29 30 Recepts 1 15 914 General Lighting 31 32 Recepts 1 15 914 General Lighting 33 34 Exterior GF -Cl 1 15 #14 General Lighting 35 34 Bathroom GPI 1 20 912 Smoke Detectors 37 38 General Lightir 1 20 912 Bathroom GFI 39 40 General Lightir snare- 4l 42 snare PANEL "A" LOAD CALCULATION SHEET Electric Notes_ i0ire Load BR Poles 910 3.5 kw 30 2 3 5,205 2 1,500 3,000 I 12,000 12,000 U. 12.0 kw 50 2 ,500 1,500 1 1,200 1,200 1 1,200 1,200 910 5.0 kw 30 2 4,500 4,500 1 1,800 1,800 1 810 BIO #12 1.2 kw 20 1 912 1.2 kw 201 31.415 912 20 1 912 First 10000 Watts 20 1 412 10,000 20 1 912 O 20 I 412 1 20 1 912 duration of the work. 20 1 912 Calculated Wattage Divided by Voltage = Total Amps Panel Size 20 1 912 20 1 912 year from closing sale of house. 20 1 912 24. All exposed wire below 9'-1" shall be installed in metal EMT 20 1 914 is 1 914 15 I PANEL "A" LOAD CALCULATION SHEET Electric Notes_ 411 Load Description Qtq- Watts Total(Watts) General Lighting (3 watts Small Appliance. C.ircuit(s)... Range Refrigerator Microwave Dish Washer Clothes .Washer...... Clothes ,Dryer ..... Water Heater Water Pump, Garage. Door Opener. sq. ft.) ... ... 1135 3 5,205 2 1,500 3,000 I 12,000 12,000 1 1,200 1,200 1 ,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 BIO Il. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. Total Watts 31.415 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 First 10000 Watts 5100% 1 Io,000 10,000 Remainder 21,415 1140% 1 O 10,941 Electric Heat or A/C 10,000 SL5% 1 10,000 10,000 Calculated Load duration of the work. Watts Voltage 16. 30,911 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required 129.03 = 150 Amps H.B. Ve_n_t _thru__ S offlt PATIO/SLAB GR AT ROOM I I Center Registers1130 63 CFM 163 CFM on ceiling fan IOxlOxl I OlOxl DINING ROOM W 12 fR%A ' x4 A T �ei�ingJ i I I I I I I 83 CFM 12x/xl j I SECOND BEDROOM 12xl2x8 1 /I Balanced Air B/A . = THERMOSTAT LOCATION O MECH,4NIC/4L 12" ni 110 CFM 12xsx8 M TER BE ROOM 110 CFM i2x8x8 12xl2x9 B/A ip ----- ----- a'I 12%12x9 ° B/A H.H. 1 C /\ B s 8x4 x4 8x x4 21 M Vent-t{1ru_ Soffit LJ i I w I �., ss" x 34' Attic Access �j= with light COVERED PORCH GO Ampf Meter Panel 1A1 �1 GARAGE Ir -----------------i I 1 I I I 1 I I I I I I I i I i I I I 1 I i A/C disc. I50 92/0 Aluminum feed AMP I '/2'Conduit � pCB A EL M TE AHU 2" PVC (FPL 2" rigid service FPL Bare 9G copper wire 9 �to 95 cont. rebar in slab ELECTRICAL RISER - Contractor shall use AL -CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AIA, FA SCALE: 114" = I' -O" Electric Notes_ 411 S.E. Coconut Avenue I. Use copper wire ono aluminum. Alall 11. It Is not the Intent of these plans to show every minor detail 2. Provide and wire required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all Items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFIprotected. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AF -Cl receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply. w/ FBC RM1402 19. The electrical system shall be completely and effectively 10. A/C Refrigerant lines that are run thru slabs must be grounded as required by the latest edition of the N.E.C. sleeved in PVC Il. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be 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 conditions. interference with the progress of construction. ,lob 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shallguarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of Installation that may have been damaged. 25 Dryer Vents to be installed per FBC RM15O2 GO Ampf Meter Panel 1A1 �1 GARAGE Ir -----------------i I 1 I I I 1 I I I I I I I i I i I I I 1 I i A/C disc. I50 92/0 Aluminum feed AMP I '/2'Conduit � pCB A EL M TE AHU 2" PVC (FPL 2" rigid service FPL Bare 9G copper wire 9 �to 95 cont. rebar in slab ELECTRICAL RISER - Contractor shall use AL -CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E -mall: bradenaia5comcast.net Stuart. FL 34996 UAACOO0032 Exhaust Duct Thru Soffit - Wire For . Front Post Light PATIO/SLAB /covered Porch \\ MASTER BEDROOM I 1 V V V / IEP/ G I / R I AT Smoke / Carbon J) - - - - R OOP M Monoxide Detector Combo � I S I M I I I II � I L i SET II I II I DINING I II - - - ROOM I ' I I G J, F i� - -GFfi G F I KITCHEN Q I J _ Smokg / Carbpl 4 J Monoxide Detector ri Hines Combo 3'-2" 3'-2" 24" \ M 50 M I\ / O IGF \ I� HI M � GFI I ------- L42"1h GFI �_\ I H. r W �I --- ( enter ? I , 22" x 54" I i O Attic Access with light i BEDROOI�f PC V v Cr FB �\ 1 � \ GFI �ONERED / P OR -C 4 � f-1 MEMM Optional I 1y0 Amp P panel location / Panel ull chain / light in attic / a�"h GFI GARAGE Garage Door Opener r----------------- I I I I I 1 I I I I I I I I I I I I I I N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall P. ',GPI ratdile. N "\under disc. not shown for clarity A/C /I eter ELEC7 f=L/4N SCALE: 1/�4" = I'-0" 6,-3" a� inci Op Post Light with I Photo cell Wgnne Building Corp. �2' Grand Carlton II Spanish Lakes St. Lucie County Florida Attic Venting Calculations FBC 2309.7 Total Attic Space = 212.f sq. ft. Venting Ratio 1/150 = 14.1(0 sq, ft. required Frovide A Continuous Vented Soffit Date Drawn Revisions 12-8-I GARAGE 12-8-16 RIGHT Drawn by: C.C.U. Checked by: D.R.B. Sheet Comm 4 ` E-1 OF 5 iu a Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall P. ',GPI ratdile. N "\under disc. not shown for clarity A/C /I eter ELEC7 f=L/4N SCALE: 1/�4" = I'-0" 6,-3" a� inci Op Post Light with I Photo cell Wgnne Building Corp. �2' Grand Carlton II Spanish Lakes St. Lucie County Florida Attic Venting Calculations FBC 2309.7 Total Attic Space = 212.f sq. ft. Venting Ratio 1/150 = 14.1(0 sq, ft. required Frovide A Continuous Vented Soffit Date Drawn Revisions 12-8-I GARAGE 12-8-16 RIGHT Drawn by: C.C.U. Checked by: D.R.B. Sheet Comm 4 ` E-1 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 ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH �1 ALL TRUSSES ARE TO BE SET AT 2'-01 ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE JA IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less Al 30' to 60' Span A& 0 degrees Spreaer Bar or less f— ) /2 —1, T g Line span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is an example, year tmas may not match. Insist crane operator sets truss this way. Iraq *_Approx 2/3 to_,, Lina 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AL AIR HAN��—�R NOTA 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 Carrying Girder For Truss to Truss Connections see hanger/connectorTNalisbe as de tabs schedule in engineeringe nails. package. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F_ upset --114" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F_ 12 2.00 8� " upset=11/4" heel=3 15116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A Ll ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH �1 ARE Do not stand on trusses until they are braced per BCSI & properly nailed Wind Design Criteria ASCE 7-2014 to straps & hangers GARAGE LEFT FABRICATION AGREEMENT ,T,RIIsen CANNOT BE STARTED UNTILTHIB AORE�RIENT 18 SIGNED b RETURNED ,TM legal description of the property where the busses will be Installed Ic .. a In #Wct ardance with this truss which b aro solo authotlty for determininngg successful fabrication of @le trruusses. apram layout, 2 An dimensions In this layout have been varl11ed by the underlined. ' •3. Unlade written notice Is far by certified mea to t�nember Truss within ten (1� such Neaten nodes NM%ed Chambers Trues shholl have three (3) busL»a& dnd ays !n which to, begin ropelrs rogdred, tato wbatiWe oMertreses, et Cnsmber op n. :ItTho undersigned admaNedges receipt of"SCSI 1-W summary sheaf by TPI d WTG4 ,�g,[�b�e�avory to to Job site. h Is the buyefi roaponalbalty to make the Job aIle eultebb for de)H{ery Chamber Trae hes me sole auNorlty to determine the suitability of Me Job aka oY a pdipon of the Job site for delivery, Chamber Truss will be mspomlbte for dump delivery only. The.Duysr Is nns@le for eddltlonaI'd elivery expenses a Chambers Truss hes to retfethror bemuse Job Ike b not prepard for dlivery or buyer Is not prepared for delivery of trusses. Suydeb rsponelbI to Chamber Truss for towlnp coat's due to site conditions. •• t9:1'doe u shwm N pergrph 7 below b sub]acl to ctwnga a any changes ars, metle Rn Qs,)ayeuL A $60 per hole fee for revisions may be chaNed by Chamber Truax. ' egIto Is a PURCHASE ORDER to Chamber. Truss of the sum agreed to, or If nq ad a reasonable price. Invoke will be made on dollvery and paid within terms of nal; ontdekvery, lnvoim msy be made at scheduled date M delivery If buyer cannot accept ye�Jery'o1 febrimted busses. The underlined agrees to pay Chaniber.Ttuss reasonable alta mays fee for coaectlone In event of payment not timely made, 11-1@ %. per month service 'charge will be added for as sums not paid within terms. , ,S; Slgnatur or btitals anywhere on this sheet constitutes agreement to as terms hereln. :•r,c n eon ily guan ofrantees es payymeambers nt whrust en due o a credit and er loll Indebteaterial dness undersigned ow d to uneondars Tru gua he 'phember Truss by arty entity receiving material and Me underlgnad agrees to pay such indebtedness Including attorneys tees, k default in payment for material be made by are rodplem• ' 10. In the seem of any litigation concerning 016 agreement, the Rams furnished hereunder lir psymerde retorted to heroin, the, parties agree that are sole venue (or any such action will �baeakd Node County, Florida. . ,e".:n..n.w reams nsibiiities are oar-Neaonal Standard And Recommended Guidelines On 1• D — )R r: . ai•-. -Viiltiple ply trusses must be fastened together per engineering ;;46-i6ro they are set, failure to do so can resultin roof collapse.' t¢jnporary and permanent bracing are required and can save life "and property and Is the responslbillty of the truss erector. ext.; $fluty the contents of the information packet lytcluded on delivery i"• before setting trusses. n.a,rty, ,i,,jrtmfssralattlesetarldbraced p!LdestgnioprevertWtrry&damage. Trusses must be set plumb and square Do riot Iset bunks or stack of plywood, roofing material or any .;,-ether cottoentrated loads on trusses, this can cause Collapse, : DO NOT SET TRUSSES USING THIS LAYOUT -$JSE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES :.,,1-.:.CHAMBE1F3%S TRUSS INC - 3105 Oleander Avenue Fort Plerce; Florida 34982-8423 ' 800-551-5932 r' �djt Plates 772.46rt-2012 Fax 772.485-5711 +i, �l�ro Beach 772369.2012 Stuart - 772-2863302 ?:ati;w Web Site! CHAMBERSTRUSS.COM The Ar'hitect's. or Architects re�resenta;3„„ hop drawing approval is NOT a ouble check" of the contractor. The ontractor shall remain responsible for Checking field measurements and oth r construction criteria. Architect's a ravel covers general roof shape, rev of truss strapping, and loading on $true ure from gr ty and uplift'.•nus and their roy.ld... 1-.;-Y Braden & Bra Jen A,t.A. �,A. W H a c GARAGE RIGHT 92.0/93.2 MITEK 4.2 dz: 13 TRUSS DRAWINGS ARE DESIGN CRITERIA TO LAYOUT County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0 Loading in PSF Roof R.D.L. .9 Top Chord Live 20 20 o Top Chord Dead 7 4.2 r N '� I o I Bottom Chord Live 10 Non -Concurrent E — Bottom Chord Dead 10 3 cI ` TOTAL Load 37 7.2 cc �. l U) Duration Factor 1.25 ` Wind Speed 165mph 0 12 Top Chord C.B. Sheeting by builder. H s Bottom Chord C.B. Sheeting by builder. ~ Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W H a c GARAGE RIGHT dz: 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT _%x"a,uau u, rtr wwou -cru l -u- %guiiunuuubi oraOlno Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: Ml 1323 Scale: 1/4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Xle lu/y%J— Date: 04/24/12 Revised: 10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 3 g6 M 11323 � ae�wk vllf,",_