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HomeMy WebLinkAboutApproved PlansFinish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w cut coral finished stucco bands I 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 underlayment installed with min. 4' side laps and V 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 CDX plywood nailed to - trusses with ed x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 paf 12 4 1 SLOPE 2 H. EGRESS COVERED PORCH ® 5/8" thick light textured stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" - 1'-0" Union Corrugating Co. 26 ga. 5V crimp metal roofingg FL#: 1211.9 Attach roofing to deck using #9 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 L" o.c. - at all lapsand two staggered rows 12" o.c. in field. Roof deck to be 19/32 CDX 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 ELEVATION NCT�=S: .H. Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#; 1711.4 Attach roofing to deck using #9 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 Bid x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 pef C All 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION Overhangs at 1'-O" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted Any 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 12 SSL`4 OPE SCALE: 1/4" - 1'-0" 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 underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin cape with 1 1/4" ring shank nails spaced 6" o.c. at all lapsand two staggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with Bid x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf EGRESS -�' - - - - - -i- - - - - - - - - - - - - - - - - - - RIGT ELEVATION -------------- 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" TERMITE TREATMENT REQUIRED ALL MANUPAMMOO iA9Lea dwamhid U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS �® CI ALED FASTENERS OR ATTACHMENTS E THq RESPONSINLf1YOFTHE CON MCTOR OFRECORO n' -n" = Pinin6ai 3 -'Inn" THESE PLANS NO ALL PROPOSED WORK ARE SUBJE Product pproval Submittal Aff1 avl REQUIRED FIELD INSPECTORS THAT ;'MAY BE NE ESSARY:IN ORDER TO"`.` COMPLY" ALL APPLICABLE CODES, Sub,lectabdity to damage from: Weathering: Negligible Termites: Verres iLHeav� Opening Schedule Swing Doors, Overhead Doors, SDaing Doors. Windows & Skylights LM 11-1I Opens g TypeTents NNOA/FL2 Product Model # Manufacturer Glass Attachment method TT��ggTq Dzpii tion tteo Design Pedssure 1,2.3 ,) FL# 11499.2 Single Hung Series 185 MI Windows and doors Wall Zone: 5.+35.8/-41.8 oaf 3/14" die. Topcons w/ min. 11/4" penetration at G" max. from each corner and 19" o.c. thereafter thru PT Sock into solid filled CMU wall Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 pal' +41.2/-50.0 psf Shear Walla Considered for Structure? YesRoof Continuous Load Path Provided?�j A 16-0330.02 Overhead Garage Door Mocj�l 824 14-O"ramex height DAB Minimum Soil Bearing Pressure: 2.500 psi, Presumptive: X By Test: psi Install track to buck per product approval and per manufacAttachtBuck to well using 3/8' x 6" anchor bolts at 18" o.c. 10-9-21 +50.0/-60.0 psf B Roof Zone 3 FL# 15221.1 Fiberglass 9 Smooth Wood rmn 8 series o fiberglass Plaspro/Nanya Plastics Corp. Elco 1/4" dia. tapcon with min 1.25" embedment at V max from corners and 14" c.c. thereafter in ,Iambs. Prossure based on SCHLA £ hardware, + 45.0 PSF - C FL# 15332.2 Sliding Glass Door Series 420 Mi ndowe and doors 3/16" dia. Topcons w/ min. 1 1/4" penetration at 6" max. from each corner and 19" o.c. thereafter thru PT Buck lint* soliel filled CMU wall + 40.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment MethodTExSpT'tion EDate Design Pressure of Approved Teets Mullions FL# 15353.2 5164 vertical mullion Mi Windows and doors For CMU use (4) 3/16" oia. tapeons with min 1 1/4" penetration withh anc ora locate per proauct approval drawings. MFG TO PROVIDE REBAR IN MULL ± 44.2 PSF Roof FL# 1211.4 5V Crimp Mete? Roofing INSTALLATION METHOD: A -IS Union Corrugating Cc Union Corrugating Cc 26 ga. 5v crimp metal roofing attached to deck using 09 x 1.5° wood screws with washer per approval over Titanium UDL 25plus underlayment installed with min. 4" side laps and 6" and laps fastened with corrosion resistant tin ceps and with 1.25' imp shank nails • aced L" c.c. at all lattechmentwdsimi�°ored r piae2" o.c. in field. Attached deck per sheeting FIELD: -85.8 PSF Edge and Perimeter: -113.1 PSF Siding Stucco on Block Soffit 15-1021.02 Model T4 12" vented Vin I Soffit Kaycan Installed using any aelproved anchors as shown in product approval. Contractor to stric ly adhere to the product approval for the use 4-20-21 +55.0/-35.0 PSF Hurricane Panels Flu 15016.2 24 Gauge Storm Panels Global Protection Products LLC Installed using any appproved anchors as shown in product approval, Contractor to atrictly adhere to the product approval for the use +55.5/-12.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) TERMITE TREATMENT REQUIRED ALL MANUPAMMOO iA9Lea dwamhid U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS �® CI ALED FASTENERS OR ATTACHMENTS E THq RESPONSINLf1YOFTHE CON MCTOR OFRECORO n' -n" = Pinin6ai 3 -'Inn" THESE PLANS NO ALL PROPOSED WORK ARE SUBJE T TO ANY CORRECTIONS REQUIRED FIELD INSPECTORS THAT ;'MAY BE NE ESSARY:IN ORDER TO"`.` COMPLY" ALL APPLICABLE CODES, �k lam(- 01 P) ST. LUCTT', COL1Ri'Pe]DIVISION ORFVIFVNED11 ON;PLL�NiCE DATE PLANS AND PE IT MUST AE KEPT ON JOS OIt NO INSPI GTI N WILL DE MADE, 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 Ib felt using Bid 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 14 ISI ILII ILII ISI ■I ILII II�I��� I�h, ILII ,III i�l 5/8" thick x % cut 2'-2" coral finished stucco bands FRONT I T ELEY ATiON SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board ----\ 11 11 / 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 4"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearinq Partition n PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Budding Design Is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: Roof II11'-OO" Pitch: 4:12 01T Internal Pressure went: ±0.18 Sub,lectabdity to damage from: Weathering: Negligible Termites: Verres iLHeav� • • .. Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate LM 11-1I I_� I� I-II II- 5/8" thick x % cut 2'-2" coral finished stucco bands FRONT I T ELEY ATiON SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board ----\ 11 11 / 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 4"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearinq Partition n PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Budding Design Is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: Roof II11'-OO" Pitch: 4:12 01T Internal Pressure went: ±0.18 Sub,lectabdity to damage from: Weathering: Negligible Termites: Verres iLHeav� Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.12L Adjustment factor for Exposure Height: ASD deal n .IT Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+O.61�L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.4 oaf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Well Zone: 4. +35.8/-38.1 oaf [::l = Roof Zone I Wall Zone: 5.+35.8/-41.8 oaf Walla Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 pal' Shear Walla Considered for Structure? YesRoof Continuous Load Path Provided?�j Zone 2 ®Walls -a -T Zone 5 Are Components an Cladding Det Provided? Yee END ZONE Minimum Soil Bearing Pressure: 2.500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 oaf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --15- oaf FLOOR DEAD LOAD: 10 of JOB ADDRESS: FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0° N.T.S. I. Contractor to verify ALL notes and dimensions prior to Back Porch Total = 210 sq. ft. Garage = 36" high by 4" diameter steel crash poet. Floor proceeding with Work. Total Under Roof= 2215 sq. ft. I" x 6" P.T. Buck nailed to Exterior face 2" x 6" PT Buck of wall Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Max. spacingn9 o£ fasteners Nail sizing In o tions for p of dr all into expansion bolts into Perpendicular 24" R f t t hslab 12" 13ga 1 3/8" long with 19/64" head INSTALL VULKEM BLOCK SEALANT (3/8"t 50 kv steel plate) tarc 3. ALL Lumber to be used as Beam, a s, a ... o ave a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2�2" 2i/;' S. ALL Concrete used for slabs Shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont, tie beams etc.. to ° - shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix " "3/8" a 2 6. Drywall at ceilings shall be leveled and attached to bottom chord E4 of trusses with screws per FBC R102.3.5. 2 a 1. ALL wood In contact with concrete shall be pressure treated. - 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater In accordance With the current edition of the Florida Plumbing Code. Il. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC 8302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = UJater Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBG 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gygpsum board material shall conform t0 ASTM C36, C19, C415, C514, C630, C931 C40, C1002, C1041,C1177, C1118, C1218, C1395, or C1396 and shall be installed according to Spacing the following: (FBC R102.3.5) Masonry Beam Back Porch Total = 210 sq. ft. Garage = 311 sq. ft. Entry = 28 sq, ft. Total Under Roof= 2215 sq. ft. I" x 6" P.T. Buck nailed to Exterior face 2" x 6" PT Buck of wall Drywall Thickness Location Orientation Framing Member Max. spacingn9 o£ fasteners Nail sizing In o tions for p of dr all into block with case hardened Halla prior to door attachmall 19. ALL ceramic tele 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 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 accompanyln smoke developed Index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. 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 underlayment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin cape with 1 1/4" ring shank mads 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 pat Simpson HETA 20 or equal hurricane anchor at each true& 12 with (10) IOd x 1 1/2" nails ( 24" o.c.) supp Mex. 18101be. udiP4 Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kagcan full o vent vinyl soffit installed use, 1/8" dia shank x 15" long gals. roofing Haile with 3/8" dm. head per product approval - see chart shut #1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete end (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x Furrin strips at 14" o.c. with R4-1 pi -foil Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. m Mortar to be Type "M" onlug proportioned per FBC R601.1 and Mortar ,fonts shall compry with FBC 8601.2.1. Provide Dur -O -Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 1910/10 WWM on 6 mil Vlaqueen over / clean compacted termite treated fill IIII-IIII=I�II��IIII�- -' IIiIII ii1 ,.III - 111114" x 14" Concrete footing I with (2) #5 bars cont. and #5 T Y P I C A L SECT ION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1720 sq, ft. Back Porch Total = 210 sq. ft. Garage = 311 sq. ft. Entry = 28 sq, ft. Total Under Roof= 2215 sq. ft. 2. Exterior face 2" x 6" PT Buck of wall 21 VTR J� ones I 71:( Maximum wood framing inembera 2" x min. thickness Nmis Screws Single Hung Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head INSTALL VULKEM BLOCK SEALANT I ON ALL JAMB, HEADER, AND 2. Single Hung SILL BLOCK PRIOR TO BUCK shwr. 3" OR sink Install windows thru buck into Kitchen 2' 1 block with 3/16" tap -con with PRESSURE ZONE 1 1/2" penetration at 6" o.c, max, 0.098" diameter x 1 1/4" long from each corner and 20." o.c, max overhead Garage Door thereafter at ambs and 20" o.c. max Lay. Exterior face at head and sill per product approval 41" %4" x 83%" annular -ringed or 5d cooler nail �2 \ 3' V arise W.C. ZONE i OR 2'-0" X V-8" 0.080" da. xx 1 5/8" long with Walls Either 16" all 16" Solid Core - Wood - 6 -Panel - Bi -Fold G Direction Solid Core Wood. Steel, or Masonite Door H T-8" X C-8" 15/64" head J T-6" X C-8" Solid Core - Wood - 6 -Panel - BrPold - OR CEILING Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ge 1 5/8" long with 19/64" head BEDROOM 0.098" dia�Rter x 13/9" long O° 8'-O" A.F.F. m°' annular -ringed or bd cooler nail 5 / _ u�ao OR 0.092" dia. x1 1/8" long with Walls Either 16" 8" 16" Direction o ° ° 1/4" head U le 4 OR Qn T G psum board nail 0.0915" dia. IL C x 1/8" with 19/64" head. 1 19. ALL ceramic tele 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 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 accompanyln smoke developed Index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. 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 underlayment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin cape with 1 1/4" ring shank mads 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 pat Simpson HETA 20 or equal hurricane anchor at each true& 12 with (10) IOd x 1 1/2" nails ( 24" o.c.) supp Mex. 18101be. udiP4 Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kagcan full o vent vinyl soffit installed use, 1/8" dia shank x 15" long gals. roofing Haile with 3/8" dm. head per product approval - see chart shut #1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete end (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x Furrin strips at 14" o.c. with R4-1 pi -foil Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. m Mortar to be Type "M" onlug proportioned per FBC R601.1 and Mortar ,fonts shall compry with FBC 8601.2.1. Provide Dur -O -Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 1910/10 WWM on 6 mil Vlaqueen over / clean compacted termite treated fill IIII-IIII=I�II��IIII�- -' IIiIII ii1 ,.III - 111114" x 14" Concrete footing I with (2) #5 bars cont. and #5 T Y P I C A L SECT ION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" AREA CALCULATIONS Living A/C = 1720 sq, ft. Back Porch Total = 210 sq. ft. Garage = 311 sq. ft. Entry = 28 sq, ft. Total Under Roof= 2215 sq. ft. Detail at Windows Bath #2 1"x4" P.T. Buck nailed to block with case hardened nape prior to window attachment NTSPLUMBING Install SGD 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 head per product approval 3' 8hwr. C.O.'\To Septic RISER NTS 0 I Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max ft thereafter at sill per product approval I" x 6" P.T. Buck nailed to C block with case hardened nails Head prior to door attachment r fixed door Sliding door 1 1/2" Sill Sliding Door Detail At Masonry Wall NTS Masonry Wall gpicai Flooring Install SGD 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 ,lambs per product approval lamp Window Schedule 2" VTR Size JL Attach buck to block wall with I I 1/4" dia. Elco toric screws with min. 1 1 1/4" penetration at 12" o.c. max l and 4" max from each corner thew 2. Exterior face 2" x 6" PT Buck of wall 21 VTR J� ones I 71:( / I I I Master I Lev. I #8 Wood screws thew mtIB Single Hung ,Iamb at each hinge and 15" o.c. max an 2. Detail at Door prior to door attachment Lev. 4. 4" 1 2" VTR NTS W.C. JIL INSTALL VULKEM BLOCK SEALANT I ON ALL JAMB, HEADER, AND 2. Single Hung SILL BLOCK PRIOR TO BUCK shwr. 3" INSTALLATION Kit sink Install windows thru buck into Kitchen 2' 1 block with 3/16" tap -con with PRESSURE ZONE 1 1/2" penetration at 6" o.c, max, 9'-O" X T -o" from each corner and 20." o.c, max overhead Garage Door thereafter at ambs and 20" o.c. max Lay. Exterior face at head and sill per product approval 41" %4" x 83%" of wall Buck to be I" x 4" PT ZONE i \ 3' V arise W.C. Detail at Windows Bath #2 1"x4" P.T. Buck nailed to block with case hardened nape prior to window attachment NTSPLUMBING Install SGD 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 head per product approval 3' 8hwr. C.O.'\To Septic RISER NTS 0 I Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max ft thereafter at sill per product approval I" x 6" P.T. Buck nailed to C block with case hardened nails Head prior to door attachment r fixed door Sliding door 1 1/2" Sill Sliding Door Detail At Masonry Wall NTS Masonry Wall gpicai Flooring Install SGD 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 ,lambs per product approval lamp Window Schedule Mark Size Rough Oen. Window Description PRESSURE ZONE 1. 4'-5%"x V-3 %a" 54Ys"x 63%;' Single Hung ZONE i 2. C-2Ys"x V-3 W' 15" x 63 %," Single Hung ZONE i 3. 2'-2" x 3'-2%2" 21Y2"x 38%" Single Hung ZONE i 4. 3'-I" x 5'-3%" 1 38" x 63'/4" Single Hung ZONE i S. 4'-SYs"x 4'-21," 1 154 /.'x 54 N" Single Hung ZONE i ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction Door Schedule Mark Size Rou h Openting Door Description PRESSURE ZONE A 9'-O" X T -o" 108" x 84" overhead Garage Door ZONE i B 3'-O" X V-8" 41" %4" x 83%" Fiberglass Panel - Inswing ZONE i C 6'-O" X 6'-8" 14" x 81 %2" Fr.s 6otia, Sliding Glees Door ZONE i D 2'-0" X V-8" Solid Core - Wood - 6 -Panel -Bi-Fold Finished 24" x 81 %2" E T-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 V-8" x 1 %" Solid Core Wood. Steel, or Masonite Door H T-8" X C-8" Solid Core - Wood - 6 -Panel J T-6" X C-8" Solid Core - Wood - 6 -Panel - BrPold - 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 #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction m 10'-6" 21'-O" 35'-O" 1'-O" A' -O" 1'-O" 3'-l0 Y2" OEGRESS ° o PORCH o O WIRE LATH t STUCCO - CEILING M A S T E R BEDROOM O° 8'-O" A.F.F. m°' _ u�ao Flat Ceiling - o ° ° n o o U le 4 Qn T IL C 4" 12'-8" Ln I ° 8'-0" to 9' 8" A.F.F_ N Vauite� Ceiling Vanity to be 1 34 i/2 "high O I Rod t Shelf GREAT I6'-4" ROOM Ln CDn 1 I O H.B. I 3 1 2" x below 6" knee -wall r ° counter top 'n I LOSE irr 1` �I ° 1 a L a QEF' oil t Shelf `� LINEN BINET Q © 1 DINING 1 � H <e` I e n ��'� ROOM W O 1 -O" to 9'-8" A.F.F. fol" HIGH ° WALL Vaulted Ceiling I I = 3J ° I 8'-0" A.F.F. m 0 y- I -I/2" 1 Flat Ceiling OVE HANG 5 ° -------I�I�CHEN - r Upper cabinets to ro extend over Ref v (Q ❑ �iCN T 1 1 i R D ,41 NON -VENT 0 Cy BEDROOM o N - -3rfirTu 8'-0" A.F.F. OL- K Flat Ceiling 4 O O W J v W.H 22" X 54" 1 R-il Beets Inwletion _ I� > attic aea.ss A/ C O ILI 1r� light I Provide auto #1 v -with / - J closer _ aI 1Oq� 1 4"0 Steel Ballard r 1 < Q I See detail on this sheet ubleIn Linen Double 150 Amp Ha Hanging P nal ° B H 22" H.B. II GARAGE Vanity ity to m O 4 y21 h h a,_ " A.F.F. 1 a Flat Ceiling c� ° o, Double ® ° 6 IN gin 1 r-----------------rlwg- -an ruclikj Block wall in1 v a MT ° 1 garage to be I - n e F„ M CA 4ES CSs O 1 struck block i Y I I � �0 2 5 I I all > E I i Hal E El 1001 °z SECOND iv BEDROOM n -a -o4 ``9 ° O 8'-0" A.F.F. O Flat Ceiling N ° EGRESS ° O ° [V O 9'-6" 2'-2" 2,-8" 2'-8" 3'-6" 9'-O" 3'-4" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY SCHEDULE BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON-UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN FI 14`1111 x 14"D PROPER ENGINEERING DATA FOR DESIGN. WITH 2 #5 BARS CONTINUOUS F 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF F© ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI AT 28 DAYS x 30" x IL"D WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 F BE 3000 PSI OR 4,000 PSI GROUT MIX x 8"D EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 14"W with x 14"'D Curb at Garage MONOLITHIC FOOTING SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II, ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MiNIMUM OF 2500 PSI IN AREA OF 1 3, MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS; BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. -1- 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 FINISH (SLOPPED PER PSi OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE I-1/2" RECESS FOR OVERHEAD DOOR 11• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FOU, I :D x T 1 O , I F L,4N PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2800 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at Showers, tile, etc.... 8. Contractor to provide filled cell with concrete and 1 48 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to 8'—II" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy Of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-38 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 vert. w/ 11 Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled cellSECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR 6"'x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill �E I14% x 14"d concrete monolithic footing with (2) #5 bars cont. TYPICAL FOOTING DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan R t r 10" (2) #5 bars cont, bottom steel 12" L/ DETAIL AT GARAGE STEPDOWN SCALE 1/201 = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Top of footer 16" below finished floor Verify house slab height in field 30" COLUMN FOOTING DETAIL -_.III III! 30"x30"xlC' concrete column footing with (4) #5 bars each way 9 SCALE; 1/4" = I' -O" 4" concrete slab with fibermesh OR 4"x4" #I0/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I' #5 bar vert, w/ 30" overlap at each filled call SEE TYPICAL ,SECTIONS Adjust curb height v'� based on gar. floor 4" concrete slab with fibermesh OR slope. 6"x4" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted/ termite treated fill a c e d1 V '% III VIII —I I III Ilii— 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" ETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood ,lamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction Is complete. If soil area Is disturbed after initial chemical soil treatment area shall be re—treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termiade in annular space between sleeve and pipe. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location tri R'. Single Felled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column 4 NTS 0 0 r 10'-O" 112" concrete column block filled with ncx relte and (2) #1 bars vert. ted N"F, �r 4 Into lintels above °�° o TJ 3 � 3L_ J ° Filled cell under 1 girder above i FI 1 ° I p ir I W Rear Porch Slab to 1 be poured separately from Hou as Slab. I � L� I Z I Thicken footing to u r 24"w x 14"d x 24"L 1 FI Rear Patio/Slab to be flush with bottom of ° 1 sliding door recess. _a Slope 1" II-i II -i I I -i _a I FI I I I under filled cell 1 under girder bearing. I ° _ I FI I I I I I I I 1 4" concrete slab with fibermesh OR / 1 6 x6 910/10 WWM on 6 mil Visqueen over 1 clean compacted termite treated fill e D DI I Io o � I o � I I° I FI 1 I ° 1 Ootn — 0 ---------5 I _1 I i� I I1 _ i 1I D I I I \-4"0 steel Ballard 1 See detail on this sheet I I I I 1 4" concrete slab with fibermesh OR 16"x6" #10/10 WWM on 6 mil Visqueen ver H.B. 1 1 clean compacted termite treated fill ( ° r- �° ry I I_ pu° 1 - 1 r— — IUJ tn `I O Q � I uU� ;;, O I Recess for o f I° w° ---Garage Door ----U O I FI I I I I I �I I° I I ° T T T T T T° 9'-6" 2'-2" X-8" 2'-8" 3'-6" 91-0" 3'-4" F0071NG SCHEDULE Mark Sire Description FI 14`1111 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F© 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8'1111 x 8"D THICKEN SLAB EDGE WITH 1 tt5 BAR CON71NUOUS F5 14"W with x 14"'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 4" concrete slab with fibermesh OR 4"x4" #I0/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I' #5 bar vert, w/ 30" overlap at each filled call SEE TYPICAL ,SECTIONS Adjust curb height v'� based on gar. floor 4" concrete slab with fibermesh OR slope. 6"x4" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted/ termite treated fill a c e d1 V '% III VIII —I I III Ilii— 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" ETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood ,lamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction Is complete. If soil area Is disturbed after initial chemical soil treatment area shall be re—treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termiade in annular space between sleeve and pipe. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location tri R'. Single Felled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column 4 NTS 0 0 r 10'-O" 112" concrete column block filled with ncx relte and (2) #1 bars vert. ted N"F, �r 4 Into lintels above °�° o TJ 3 � 3L_ J ° Filled cell under 1 girder above i FI 1 ° I p ir I W Rear Porch Slab to 1 be poured separately from Hou as Slab. I � L� I Z I Thicken footing to u r 24"w x 14"d x 24"L 1 FI Rear Patio/Slab to be flush with bottom of ° 1 sliding door recess. _a Slope 1" II-i II -i I I -i _a I FI I I I under filled cell 1 under girder bearing. I ° _ I FI I I I I I I I 1 4" concrete slab with fibermesh OR / 1 6 x6 910/10 WWM on 6 mil Visqueen over 1 clean compacted termite treated fill e D DI I Io o � I o � I I° I FI 1 I ° 1 Ootn — 0 ---------5 I _1 I i� I I1 _ i 1I D I I I \-4"0 steel Ballard 1 See detail on this sheet I I I I 1 4" concrete slab with fibermesh OR 16"x6" #10/10 WWM on 6 mil Visqueen ver H.B. 1 1 clean compacted termite treated fill ( ° r- �° ry I I_ pu° 1 - 1 r— — IUJ tn `I O Q � I uU� ;;, O I Recess for o f I° w° ---Garage Door ----U O I FI I I I I I �I I° I I ° T T T T T T° 9'-6" 2'-2" X-8" 2'-8" 3'-6" 91-0" 3'-4" ROOF SHEETING ,ATTACHMENT DETAIL I. Minimum Nal Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d onressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener ax. for Zone 1 6" 6" 8d ring shank 45 psf L22 Zone 2 4" 6" 8d ring shank 74 oaf wo Zone 3 " 4" 8d ring shank 84 psf Z:_g. 3'-1" ** Zone 3a 6" 6" #8 wood screw 112.5 psf, ** Use nailsor screws based on pressure for rog3of stated in permit info box on these plans for zone Verify with Plan Concrete / Lintel Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crate 8U8-OB/OT precast lintel set in mortar Min. 8" Bearing Provide #5 bar set in pre -cast ROOF F L- A N Scale : 1/2" = I'-0" Intel into beam where length of the opening calls for it. - Overhangs at 1'-O" unless Otherwise noted On this Sheet - Roof pitch at 4:12 unless otherwise noted on this sheet Truss shop drawings to be provided by manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construcX Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie %f filled all steel into continuous / footer steel. Concrete Footing fees tooter schedule ` for exact uue) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" 12 12x 12" Column Block N -) Rebar Rebar 48 Bar Dla. Min, Overlap Column to Lintel Attachment NTS BEAM SCHEDULE Mark Size and Description Lintel Size Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with .irk?Y,'y:.L,+'�4i:rn`taj't",�1.•;'^ #5 900 band bar with a 10" min. lap at top bar. •' ., Max. uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-6" 8116-OBAT wo 3069 1869 1024 L31 Z:_g. 3'-1" Ik,:1 J BFB -111 J 2561 1363 163 Provide PT Buck 41-5" 5'-10" 1`,,•j attached per ,Iamb 1105 909 details Into filled cel L50 S' -O° 6'-6" 81-13-OB/IT 4" Prrcaet Sill l';1 1238 835 121 LLD V-8" T -L" 8F6-OBAT It,r: 1011 121 534 LBO e' -O" 9'-4" 8116-I5/2T !�Al / 86 Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie %f filled all steel into continuous / footer steel. Concrete Footing fees tooter schedule ` for exact uue) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" 12 12x 12" Column Block N -) Rebar Rebar 48 Bar Dla. Min, Overlap Column to Lintel Attachment NTS BEAM SCHEDULE Mark Size and Description Lintel Size Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 900 band bar with a 10" min. lap at top bar. LINTEL SCHEDULE Mark WindowRows or Door Unit Wldt Lintel Size "H" BlockGravrty Cast -Crete Above 8 scdreation e " oh'.. BottomLoad steel Max" (PLF) Max. uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-6" 8116-OBAT wo 3069 1869 1024 L31 Z:_g. 3'-1" 4'-0" BFB -111 2561 1363 163 L46 41-5" 5'-10" 81-8-OB/IT 1105 909 334 L50 S' -O° 6'-6" 81-13-OB/IT 1238 835 121 LLD V-8" T -L" 8F6-OBAT 1011 121 534 LBO e' -O" 9'-4" 8116-I5/2T I 86 2 85 152 Sall 512 L90 9'-0" IO' -L" BFB-I5/2T I #5 2 85 443 530 401 0015 T -O" 10'-4° eF16-IB/2T ONE I #5 2 85 1533 1183 401 LI00 IO' -O" II' -4" BFB-I5/2T I 85 2 85 582 494 452 LIOOB 10'-0" ll' -4" SFI4-I5/2T ONE I #S 1 2 85 1344 1028 452 L120 11 13'-4" 81-8-0/2T I 85 2 85 411 428 324 L1208 I2' -O" 13'-4" 812I6-I15/2T ONE I #5 2 85 1016 110 324 LI40 li'-O" III 81-16-IB/2T ONE I 85 2 86 1260 609 259 LI60 IL' -O" 1T-4" 81-8-IB/2T I #6 2 86 300 192 194 LI60B ti' -O" 11'-4° BFIL-IB/2T ONE I #5 2 85 960 SOO 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETB. - LINTELS SHALL BE FILLED SOLiD WfT(-! 3000 1-51 CONCRETE - REFER TO CAST -CRETE CATALOG FOR ALL i[NFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATIO7�. AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-D" LONG ARE TO BE pRE51'RESSED. SINGLE PLY REAR GIRDER TRUSS Neil 2" x 4" blockrng to vert. leg of truss with IOd x 1.5 malls at 4" O.C. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd malls Into truss Pours coati i chars Per Specs lex. TRUSS BLOCKING DETAIL Flush Mounted shutter Detail AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco Installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using ad nails. Substrate to be 19/32" CDX 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: 7211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 Ib felt underlagment Installed with min. 4' side laps and L" and 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" c.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with ed x 2.5" long ring shank nails per sheeting attachment detail on roof lam Max allowable uplift - 85. par 12 Simpson HETA 20 or equal 4 hurricane 1) anchor Od or lei/2"ch truss wi( 24" ox.) supft porting Max. 1Slo Slobs. upli Aluminum Drip Edge IE Fascia 12" 2" x L" Sub-Fasci Kaycan Pull o vent vinyl soffit installed tang 1/8' cha shank x 15" long gale. roofing nails with 3/8" die. head per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"x8" with concrete and 1 one #5 bar continuous BEYOND Top of footer 16" below finished floor =111 ; 1 III 1=1 I I I— I I -III=1 11=1 1 -IIII�illll_„ Aluminum Drip Edge d Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d at each web \ 1/2" Ole sti-I hi—rib lath vertical wood s 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 ofd sliding door recess. Step per foundation plan Slope per foundation plan T Aluminum Panel Sizes per manufacturer — 5ee Tubical Stud Detail 1/8" x 3/32" wing Nut w/ appropriate washer and spacing `u per manufacturer's Details Y .Oce" ee o9f" E is R I Stud Detail Stud w/ Die rest Zinc NTS Nickel Plated WingNut IM nits Q F- X 4 0 �r_ O) N q) _ a a 0 N N U L] V rVa � p E_ C b N N L 0 W Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" dia, threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxg with (22) 10d nails into truss. Add blocking to ( 24 0 c.) sfpporting Max. truss leg per detail on this sheet bb fr ETA 20 S. upll t L90B L90B L40 BI 14 L45 Bl SLOPE Brace Gable end r W J� Z„ Attic Aceit" 1 with 2" x 4" SYR #2Lai O I beck Welled to bottom ;" K{ \ of to chords using !2) IOd TQ nails at each truss \ PRE-ENGINEE%D WOOD TRUSSES �N- e 24"o.c. TYPICAL If shop drawings by manufacturer > VR -30 blown fiberglass In bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete end (U #5 bar cont. In each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drgwell over I" x furringg strips at 16" O.C. with R4.1 fl-fod --insulation on tgpical 8" Block walls II All drywall to be installed per FBC R102.3.1 T and shall meet all pertainingg ASTM codes. ao Mortar to be Type "M" only proportionedper FBC 8607.1 and Mortar ,tants shall colI with FBC 860'1.2.1. Provide Dur -O -Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill _ IIII IIII 1111=- _ -_ _= 1111=1111 1 '' � � 1111-1 I I 1 1 I I I_ I - 1i : l =1111=1111=III IIII IIII- FI =1111=1111=IIII= 3 Tgplcal Section at front Forch < h - W 4 SLOPE I 131 L45 ETA 20 BI Simpson HETA 20 hurricane anchor at each truss l 24" o.c.) supporting Max. 1810 lbs. uplift L31 F_ OVA wo iINN SLOPE Brace Gable end r W J� Z„ Attic Aceit" 1 with 2" x 4" SYR #2Lai O I beck Welled to bottom ;" K{ \ of to chords using !2) IOd TQ nails at each truss \ PRE-ENGINEE%D WOOD TRUSSES �N- e 24"o.c. TYPICAL If shop drawings by manufacturer > VR -30 blown fiberglass In bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete end (U #5 bar cont. In each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drgwell over I" x furringg strips at 16" O.C. with R4.1 fl-fod --insulation on tgpical 8" Block walls II All drywall to be installed per FBC R102.3.1 T and shall meet all pertainingg ASTM codes. ao Mortar to be Type "M" only proportionedper FBC 8607.1 and Mortar ,tants shall colI with FBC 860'1.2.1. Provide Dur -O -Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill _ IIII IIII 1111=- _ -_ _= 1111=1111 1 '' � � 1111-1 I I 1 1 I I I_ I - 1i : l =1111=1111=III IIII IIII- FI =1111=1111=IIII= 3 Tgplcal Section at front Forch < h - W 4 SLOPE I 131 L45 ETA 20 BI Simpson HETA 20 hurricane anchor at each truss l 24" o.c.) supporting Max. 1810 lbs. uplift L31 F_ PANEL "A" LOAD CALCULATION SHEET shall PANEL "A'I Qty. Watts Total(Watts) Small. Appliance, Gircult(,$)...................... Range......................................................... Refrigerator ........ Microwave ............................................................... Dlsh Washer ................................................................. Clothes.Washer............................................... Clothes.Dryer................................................ Water Heater Water, .Pump .................................................. Garage Door Opener .. . ............................... Poles DR Load Wire Description circ# eve# DescriptionWire 12,000 Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU mo 3.5 kw 30 2 I 810 810 25. Dryer Vents to be installed per FBC RM1502 3 4 Total Watts 3-1,415 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 Electric Heat or A/C 10,000 945% l 10,000 1 e Watts 30,946 Volta 1 20 1.8 kw #12 Pump 9 10 Dror #10 5.0 kw 30 2 II 12 1 20 1.5 kw int 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 Iwo #12 Microwave 1s 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts 912 - 20 1 1 20 10.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 24 Recepts #12 - 20 1 1 20 1.92 kw #12 21 28 Recepts #12 - 20 1 1 15 - #14 General Lighting 24 30 Recepts 412 20 1 1 15 - #14 General Lighting 31 32 Receipts #12 - 20 1 1 15 #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 16 - #14 General Lighting 35 36 Bathroom GFI #12 - 20 1 1 20 - #12 Smoke Detectors 31 38 General Lighting #14 - is 1 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I 8 are 41 42 S are PANEL "A" LOAD CALCULATION SHEET shall Load Description manufacturers recommendations which Qty. Watts Total(Watts) Small. Appliance, Gircult(,$)...................... Range......................................................... Refrigerator ........ Microwave ............................................................... Dlsh Washer ................................................................. Clothes.Washer............................................... Clothes.Dryer................................................ Water Heater Water, .Pump .................................................. Garage Door Opener .. . ............................... , , , .. , 1135 3 5,205 2 1,500 3 000 1 12,000 12,000 1 1,200 1,200 I 1,500 1,500 1 1200 1,200 1 1,200 1,200 I 5,000 5,000 1 4500 4.500 111800 1800 I 810 810 25. Dryer Vents to be installed per FBC RM1502 OF 5 Total Watts 3-1,415 First 10000 Watts 0100% 1 10,000 10,000 Remainder 21,415 940% 1 0 10,946 Electric Heat or A/C 10,000 945% l 10,000 10,000 Calculated Load Watts 30,946 Volta a 240 Calculated Wattage Divided bg Voltage = Total Amps Panel Size Required 129.03 = 150 Amps II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed agstem shall be full operative. 13. Contractor shall pay for all fees, permits, te511ng, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid Interference with the progress Of construction. 15. All required insurance shall be provided for protection against the public !lability and property damage for the duration of the work. 14. Contractor shallguarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of Installation that may have been damaged. Il. It Is not the Intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed In proper working order. 18. All work shall be done In accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utilit.g and telephone comeanu. " 1- L 1*_0 I I\ I `„ rmmk . I\ I %.J " I\ PORCH I 1 I I I I I I I GREAT las CFM R O O M IOxIOx-1 I Centerl Registers on railing fan DINING ROOM THIRD BEDROOM 14 CFM IOx6x6 Vanrthru ( TI 9 L=' N. 12)12x9 Air B/A i' ICJ if I I I Irl" I I 30�12O II rWlA , II I oel In T I 162 CFM �_1 12xLxl 12)12x9 Balanced Air B/A SECOND BEDROOM - Contractor shall use AL -CU Landing - Contractor torque lugs I.A.W. lugs. NTS shall �Uynne Building COi'p. O' ar1ton a E O manufacturers recommendations which Date Drawn : 3-1-14 Drawn by: shall be verified prior to construction owl-, 19. The electrical system shall be completely and effective I grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the ,lob conditions. xSteel 22. Furnish and install all fixtures as called for on the plans or as selected by others. Checked b y: 23. All raceways and pipes placed In or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below T -I" shall be Installed In metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 18a CFM IOxIOXI 12" 142 CFM lOxlOx1 M STER B ROOM 162 CFM IOxIOx-1 r I ITCHEN 199 CFM 12x6x1 r15xB/A12x4 See detail on this sheet LO: 35xid. GARAGE M E C H 4NICA_ ° 150 Amp Panel f-----------------1 I I I I I I I I I I I I I I I I I I I I I I L,4YOUT O= THERMOSTAT LOCATION SCALE: 1/4" = I'-011 vent thru Taoffit SEE MANUAL "J" and Energy Calculation for Unit info Exhaust Duct Thru Soffit Wire For Front Post Light Center Post Light on Thm corner Post Light with /Photo cell bU/; Lt: 1/-t" Exhaust Duct -,Thr>a Soffit I" Exhaust Duct Thru Wall install owlet under disc. t shown for clarity hN raden $ Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue �Uynne Building COi'p. O' ar1ton a E O GARAGE Date Drawn : 3-1-14 Drawn by: Revisions : 10-18-16 Product Approval Revision owl-, Comm 4 W.H xAttic OBB Tel : (712) 281-8258 Access N F - 1 with light xSteel Ballard Spanish Lakes Checked b y: LO: 35xid. GARAGE M E C H 4NICA_ ° 150 Amp Panel f-----------------1 I I I I I I I I I I I I I I I I I I I I I I L,4YOUT O= THERMOSTAT LOCATION SCALE: 1/4" = I'-011 vent thru Taoffit SEE MANUAL "J" and Energy Calculation for Unit info Exhaust Duct Thru Soffit Wire For Front Post Light Center Post Light on Thm corner Post Light with /Photo cell bU/; Lt: 1/-t" Exhaust Duct -,Thr>a Soffit I" Exhaust Duct Thru Wall install owlet under disc. t shown for clarity hN raden $ Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue �Uynne Building COi'p. O' ar1ton a E O GARAGE Date Drawn : 3-1-14 Drawn by: Revisions : 10-18-16 Product Approval Revision Sheet Comm 4 OBB Tel : (712) 281-8258 RIGHT F - 1 12-101 Fax )112) c-8283 E-mail: braderadenalaiascomcast.net Spanish Lakes Checked b y: Stuart FL 349°16AAC000032 St. Lucie Count Florida D.R.B. 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 ALj TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE I AL IF MULTIPLE PLY. 30' Span or less A 0 degrees or less 30' to 60' Span SDreader Bar �__ 1�2 ' keg-Approx 2/3 to __l, Tag Line span approx. e 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crane used. Truss is an example, your truss moy not motto. This is on example, truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AI F=zZ HAIV E=>LEFR NOTE. UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder III Nails must be as III shown. Guide tabs Dome angle nails. Truss SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r r I 1 I I I 1 I heel =315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" TYPICAL END DETAIL _1" J6 GRC A6 ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers Lai 10 J2 iV J4 E 01 Flo ©% %1 M 114 _�_Mjpm Al I Al 13'-72" 121 1 121N . Al I I I I Al I I Al I At 1 I Al r� I I I I I I I I I I I I JC _T ------------------------- 1 - - - -_ I I 1 I I I- - - - - - - - - -- - - - - - - - - - - - - - - 4 - - - - - - - - I I 0001 It�l®I�IEiI��, GARAGE LEFT FABRICATION AGREEMENT ' the of dee tbn of fhe AR'fED UNTIL THIe AGREEMENT 19 SIGNED $ R P Preperty, when the trucaes will be Installed h: RETURNED . JAo,uhderolgnetl ackrwwledgea anti agrees: 7. Trusses saes vAg ba made In atrld acwrdance wnh 1hJa Wee placement diagram layout V!hkh b the Bole aulhorfly for determining auwessful fabricat a of the busses. 3.,UNetis rtavrtlt en 'thnotloel la praylded by cartlfled m80 to of mlEera Truss wINIn ten d?Ys of degvary the underolgnId agroea Ihal no backy,erges wgl be attowed. In the event each vetoers notice b famished Chb� I r„a�aees,have three (3) bu§Anesa days Ie'vent I begin ropaln raqul ato au Ich ;4�•The undersigned adsowledpee rocelpt of "SCSI 1-03" sumnmlary wheel by TPI $ yywh {u Delivery Is to Job she. It la the buyer s' reaponelb0ry to make the Jcb ane aA WT for tlalhlery, Chambers Truss has the sole euNodty to determine the sunabllny of the Job ane oh a pdStlon of the Jab alta Por delivery, Chambers Truss wig be roeponalble for tlump a] 11 Dory. The Dwyer Is responsible for additbnal delhrory expense, V Chambers Tru6s has to redallver 3to,ll a Jab ane Is rqt prepared far dallvery or buyer Is not properod for delNery of susses. 3try'dela roaponelNe to Chambers Trus, for towing w&ti Ous to alfa wndMona. T,1,Zy ce "A$&5() hown N paragraph 7 below la cubJed to chenpe V arty changes aro. made ht hleIeyouL par hour res for reRafona may be rhe ed -EyThla Is a PURCHASE ORD N by Chambers 7nlas. - , grog em a reasonable to Chem'a Trvca of the sum agreed to, or K ntE nf-delNery. Invoice m P'b • I^v°Ice y,'Ig be matle on deMery end paid wtthIn term& of not 4IIVery'of fabricated Wsae,. The ands lined a reea bf delivery V buyer cannot accept' ll)meys fee for wlleWbna In event of g to Pay Charribero. Tryas reasonable I peymam not a. O' made. 1.1R % per month service &rye wig be added for eg sum& not paid vMhln terms. 8� Signature or Innlela srrywhero on thle sheet conetnutea eproament to eg terms herein. '6.In ,Si nature r of Chambers Truss extending Zoo for thio material the undarolgned lwpdPoonaly guarantee, payment when due of erry end all Inda6tsdnass awed to Iambere Truss by erry entlry recelNng material and the underolgned agrees to pay such l plent. sea IndutlNg altomeya feae, V defeuh In Payment for material be made by the _ dpfem Ig: In the event of arty litigation wnceming this agreement, the nems fumlahed hereunder paymOnto referred to herein, the parties agree that th nt Fide County, Florida, e sole venue for any such action wig -4 6el k.+Dpalgn resPonslNlldes are per "'National Standard And Recommended '.uldellnea On Iponalbllldea Fcr r.:onsbudlon Using Metal Plate Connected_ Wom endeea 5VrP VWTCA 4.2002'" . iEo NED „ f n .... TITLE as(xeaderbarrnaybe rsgr�t,ed l>er 8(SI, O:;n to i iiltiple ply trusses must be fastened together Per g nee Crf; efng ore they are eat, fallure to do so can result In roof collapsfin e,' y ,1,�' *0rary and permanent braclne are required and can save life I. property and b the responsibility of the truss erector. $tytdy the contents of the InTormation packet Included on dallvery x$'t. before setting trusses. tx>,T49mammtbeoetandtracedporded0rrmp1AYerlt & Trusses must be set pldmb and square Do not bet bunks or stack of p}her concentrated loads on tpruesd' roofing material or any ,this can cause collapse. I ;::'iD0 NOT SET TRUSSES USING THIS LAYOUT h$E LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES .",..'CHAMBERS TRUSS INC .f. 3105 olea i ue Fort Plerce; FlorIda 34982-6423 i 800.551-5932 1- *Pierce 772.466-207FaX 2 f, Vgto Beach 772 b69.2o72 772.466.8711 ; Wah Sita: CHAMBERSTRUSS.COM2.288.3302 i The Arohi act's or Architect's representative's sh Is drawing approval is NOT a "do ble check- of the contractor. The cc tractor shall remain responsible for ch eking field measurements and other c nstruction criteria. Architect's aPPr vel covers generalroof shape, review ft'.'. strappingI_ nd loading on structur from g i ,ty and uplift loads and t eir re oe 2.- r,.,.,.:_L_ 1 ^_?o Baden & aden A 0414 County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria 1010 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R D.L. Top Chord Live 20 o Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r r I 1 I I I 1 I heel =315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" TYPICAL END DETAIL _1" J6 GRC A6 ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers Lai 10 J2 iV J4 E 01 Flo ©% %1 M 114 _�_Mjpm Al I Al 13'-72" 121 1 121N . Al I I I I Al I I Al I At 1 I Al r� I I I I I I I I I I I I JC _T ------------------------- 1 - - - -_ I I 1 I I I- - - - - - - - - -- - - - - - - - - - - - - - - 4 - - - - - - - - I I 0001 It�l®I�IEiI��, GARAGE LEFT FABRICATION AGREEMENT ' the of dee tbn of fhe AR'fED UNTIL THIe AGREEMENT 19 SIGNED $ R P Preperty, when the trucaes will be Installed h: RETURNED . JAo,uhderolgnetl ackrwwledgea anti agrees: 7. Trusses saes vAg ba made In atrld acwrdance wnh 1hJa Wee placement diagram layout V!hkh b the Bole aulhorfly for determining auwessful fabricat a of the busses. 3.,UNetis rtavrtlt en 'thnotloel la praylded by cartlfled m80 to of mlEera Truss wINIn ten d?Ys of degvary the underolgnId agroea Ihal no backy,erges wgl be attowed. In the event each vetoers notice b famished Chb� I r„a�aees,have three (3) bu§Anesa days Ie'vent I begin ropaln raqul ato au Ich ;4�•The undersigned adsowledpee rocelpt of "SCSI 1-03" sumnmlary wheel by TPI $ yywh {u Delivery Is to Job she. It la the buyer s' reaponelb0ry to make the Jcb ane aA WT for tlalhlery, Chambers Truss has the sole euNodty to determine the sunabllny of the Job ane oh a pdStlon of the Jab alta Por delivery, Chambers Truss wig be roeponalble for tlump a] 11 Dory. The Dwyer Is responsible for additbnal delhrory expense, V Chambers Tru6s has to redallver 3to,ll a Jab ane Is rqt prepared far dallvery or buyer Is not properod for delNery of susses. 3try'dela roaponelNe to Chambers Trus, for towing w&ti Ous to alfa wndMona. T,1,Zy ce "A$&5() hown N paragraph 7 below la cubJed to chenpe V arty changes aro. made ht hleIeyouL par hour res for reRafona may be rhe ed -EyThla Is a PURCHASE ORD N by Chambers 7nlas. - , grog em a reasonable to Chem'a Trvca of the sum agreed to, or K ntE nf-delNery. Invoice m P'b • I^v°Ice y,'Ig be matle on deMery end paid wtthIn term& of not 4IIVery'of fabricated Wsae,. The ands lined a reea bf delivery V buyer cannot accept' ll)meys fee for wlleWbna In event of g to Pay Charribero. Tryas reasonable I peymam not a. O' made. 1.1R % per month service &rye wig be added for eg sum& not paid vMhln terms. 8� Signature or Innlela srrywhero on thle sheet conetnutea eproament to eg terms herein. '6.In ,Si nature r of Chambers Truss extending Zoo for thio material the undarolgned lwpdPoonaly guarantee, payment when due of erry end all Inda6tsdnass awed to Iambere Truss by erry entlry recelNng material and the underolgned agrees to pay such l plent. sea IndutlNg altomeya feae, V defeuh In Payment for material be made by the _ dpfem Ig: In the event of arty litigation wnceming this agreement, the nems fumlahed hereunder paymOnto referred to herein, the parties agree that th nt Fide County, Florida, e sole venue for any such action wig -4 6el k.+Dpalgn resPonslNlldes are per "'National Standard And Recommended '.uldellnea On Iponalbllldea Fcr r.:onsbudlon Using Metal Plate Connected_ Wom endeea 5VrP VWTCA 4.2002'" . iEo NED „ f n .... TITLE as(xeaderbarrnaybe rsgr�t,ed l>er 8(SI, O:;n to i iiltiple ply trusses must be fastened together Per g nee Crf; efng ore they are eat, fallure to do so can result In roof collapsfin e,' y ,1,�' *0rary and permanent braclne are required and can save life I. property and b the responsibility of the truss erector. $tytdy the contents of the InTormation packet Included on dallvery x$'t. before setting trusses. tx>,T49mammtbeoetandtracedporded0rrmp1AYerlt & Trusses must be set pldmb and square Do not bet bunks or stack of p}her concentrated loads on tpruesd' roofing material or any ,this can cause collapse. I ;::'iD0 NOT SET TRUSSES USING THIS LAYOUT h$E LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES .",..'CHAMBERS TRUSS INC .f. 3105 olea i ue Fort Plerce; FlorIda 34982-6423 i 800.551-5932 1- *Pierce 772.466-207FaX 2 f, Vgto Beach 772 b69.2o72 772.466.8711 ; Wah Sita: CHAMBERSTRUSS.COM2.288.3302 i The Arohi act's or Architect's representative's sh Is drawing approval is NOT a "do ble check- of the contractor. The cc tractor shall remain responsible for ch eking field measurements and other c nstruction criteria. Architect's aPPr vel covers generalroof shape, review ft'.'. strappingI_ nd loading on structur from g i ,ty and uplift loads and t eir re oe 2.- r,.,.,.:_L_ 1 fc.U.t_.=Kestraining Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11324 Scale: 1/4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: zCe u�S/rJ_ Date: 07/19/12 Revised: 10/15/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11324 -7396Pa d 61waf/61da 92.0/93.2 MITEK 4.2 Baden & aden A DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R D.L. Top Chord Live 20 o Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7- Duration Factor 1.25 D Wind Speed 165mph v Top Chord C.B. Sheeting by builder. 2 Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 fc.U.t_.=Kestraining Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11324 Scale: 1/4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: zCe u�S/rJ_ Date: 07/19/12 Revised: 10/15/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11324 -7396Pa d 61waf/61da