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HomeMy WebLinkAboutbuilding plan■ n O.H. Finish Columns with 5/8" thick cut coral finished stucco bands 12 0.1i� Union Corrugating Co. 24 ga. 5V crimp metal roofingg FL#: 1211.4 Attach 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\ trips 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 ad x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf I. III 5/8" thick light textured 1 oncrete �. on t Ica c �. stucco yp O block construction . 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATiON SCALE: 1/4' = 1'-0" Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 1211.4 Attach roofing to deck using 99 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" 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" 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 12 SLOPE 14 6'-1" T.O.B. H.' O'-0" _ =L=VATION NOT Floor Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 7271.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" aide laps and 6" and laps fastened with corrosion resistant tin ceps with 1 114" ring shank nails spaced 6" o.c. at ell 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 SLOPE: 8'—l" T.O.B. I I la" li I" 2 I 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 REAR ELEVATION Overhangs at 1'-0" 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 4 SLOPE: i I I 5/8" thick x 8"w cut coral finished stucco bands 3 1;E 3 I 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4' - 1'-0" 5/8" thick x 8"w cut -- coral finished stucco bands siege Finished f drgwall ceiling on truss bottom cord 21, x 4" top plate base —board 1/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate \ 4" concrete Blab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Viaqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts 12 4 1 SLOPE: SCALE: 1/4" = 1'-0" Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 1211.4 Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with ad x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON i luo`-u(0 / TERMITE TREATMENT REQUIREI CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIV TIY OF THE Coif(f1ACTOR OF Blom ALL MANUFACTURES LADLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 1•HESE PLANS AND ALL PROPOSED WORK „ a ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY B5 NECESSARY; IN ORDER TO COMPLY. MM ALL APPLICABLE CODES. 5/8" thick x 8"w cut coral finished stucco bands ST. L1TCIF f'OL�TV PITTTnr:c- T?TVISION RF,ViFR LO FOR�IN.PLLANCE ,zavlL� . •� x 514unGR,ri. vuLl( DATE PLANS AND PERNDT nNST BE KEPT ON K OR NO FNSPECTION WILL BE 11,L? DE. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using ad 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. SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bane Finish Columns with 5/8" thick cut coral finished stucco bands ALL. CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDfNGT CORF AND WILL CONTINUE FOR ONE YEAR F: ROM THAT DATE PERMITTiNG INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: Ii'-O" Roof Pitch: 4:12 Internal Pressure CCU` iI c ent: ±oja Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: " Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x 0.6 0.12G Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.4DL+0.6L0L Components it. Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 pat Root Zone: 3. +20.6/-84.0 oaf Components It. Cladding Wall End Zone Width: 3'-4" Components it Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 oaf Wall Zone: S. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psF Shear Wells Considered For Structure? Yes Continuous Load Path Provided? `(es — Are Component& an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2.500 par, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: DOTH: NEITHER: ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD: -±5-- pat FLOOR DEAD LOAD: psf JOB ADDRESS: � NNAk_�K'�&c, �G TIP o 11110 l7°PITvX Roof Zone i Wnlis Zone 4 EB = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Braden It Braden AIA, PA Wynne Building Corp. Date Drawn Revisions Sheet Comm :11 Architects 41'1 — Planners S.E. Coconut Avenue 2' C a Carlton i I GARALEFGE 3--t-16 Drawn by; 10-18-14 Product Approval revision 1. Tel : (772) 287-82SB r nd C.C.L.1 12-2 Fax : (112) 28e'1-8283 Spanish Lakes CD E—mail: Stuart, FL bradenaia comcast. net 34994 #AAC000032 St. Lucie County Florida R.B. OF 5 FLOOR FLAN 4L_>, CRASH SCALE 1/4" = 1'-0" POST DETAIL TYPICAL NOTES: N.T.S. 1, Contractor to verify ALL notes and dimensions prior to ste high by 4° diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc.., to have slab (3/8"t 50 kal steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cant. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �3/e 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702,3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for 2'/1" 2,2 handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department ` surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w,H, = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11, All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square Centimeter. Exposed foam plastic insulation i" x 6" P.T. Buck nails block with case hardene materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1396 be C960, C1002, C10471,01-17, C11-18, C12"18, C1395, or and shall installed according to the following: (FBC R102.3,5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Dail sizing options for installation of drywall into Maximum stood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 241, 7" 121, 13ge 1 3/8" long with 19/64" head OR 0,098" diameter x 1 1/4" long �2 annnular-ring ORor Sd cooler nail 0,080" dia. x 15/8" long with 16/64" head Walls Either Ili" all 16" Direction OR G paum board nail 0.086" dia. 11� x 5/8' with 9/32" head. Ceiling Perpendicular 24" 7 12° 13ga 1 5/8' long with 19/64" head OR 0,098" diameter x 1 3/8' long annular -ringed or bd cooler nail e 0,092" dm.xx 1 1/8' long with 1/4" head Walls Either 161, 8„ Ili° Direction OR G paum board nail 0.0913" dia. x 4 7/8" with 19/64" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max" from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c, max thereafter at sill per product apprc 19. ALL ceramic tile 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 gypsum 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 accompanylng smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Grade T Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1271.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlagment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant ti� caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32 CD X 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 Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x In nails ( 24"' o.c.) supportirting Max. 4 I810lbs. uplift PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) Aluminum Drip —� Edge 4 Fascia "�R-30 blown fiberglass in bottom chord of trusses 1/2" drywall with smooth finish 2" x 6" Sub -Fascia Kaycan full o vent vrmgl soffit installed using 1/8" dia shank x I5" long gaiv. roofing nails with 3/8" dia. hand per product approval - see chart sheet #I 5/8" thick light textured stucco on typical concrete block construction Two rows of beam block filled with concrete and (1) #5 bar tort. in each row. Substitute precast lintel filled with concrete and (U #S bar coot. for bottom row over openings I/2" drgWell over i" x furring stripe at 14" o.c. with R4.1 f i-Foil nsulation on typical 8" Block walls All drywall to be installed per FBC R702.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc.._) � #5 bar vert. w/ 30" overlap at each filled cell Wood Base (III cell with concrete and (U #S bar vent. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at opening$ 4" concrete slab with fibermesh OR 611x6" $10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill l l l 1, l Ili ill I, . .14" v 14" Concrete footing 14" with (2) #S bars cost. and #5 F I C A L S` C T I O transverse bars at 48"O.C. 11�� Scale : 1/2" = I'-O" r2 e 0 0 0 AREA CALCULA71ONS Living A/C = 144G sq. ft. Pront Porch = 141 sq, ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft, 2" VTR JAL I 1 I 21' VTR Masterr� JIL Bath ILay. 2" I 2"I- Lay. i 4" 2" VTR W.C. JL 2" 3" Sher. Kit. Sink Kitchen 2" I I I Lay. to Masonry Beam 3„ nails w.c. Bath #2 .".-1 I I 3' C.O. XTo Septic PLUMBING RISER 1" x 6" P.T. Buck nailed to O block with case hardened nails iy Head prior to door attachment fixed door Sliding door Masonry Wall 1 1/2" Bottom Track Typieal Flooring sill Install SGD thru buck into block with 5/14" tap -con with S hairg D 00 r D t a l l 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval) a m b At Masonry Wall NTS Window Schedule Mark Size ROu h O en. Window Descrl tlon PRESSURE ZONE I, x 5'-3%" 5.4%8"x 63i-" Single Hung ZONE 4 2, G -2 /s' x 5 -3 /e" " 75 x 63 /� Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2'x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2% 54/8 x 54Yn" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door SChi&dUla 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 i4"x 83%' Fiber lass Panel -Inswing ZONE 4 C 6'-O" X 6'-8" 14" x BI %," K; ta" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24" x 81 %2" IS 2'-4" X 6'-8" Solid Core - Wood - 4-Panel F 5'-0" X 4'-8" Solid Core - Wood - 6-Panel - Bi-r-old G 2'-8" x C-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-e" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 4'-8" Solid Core - Wood - 6-Panel - Si -Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Si -Fold ALL Exterior doors to withstand pressures stated In permit info box On sheet 91 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL. FORM AND SHALL WITHSTAND THE. PRESSURES STATED IN PEi?MIT INFO 307E ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction 34,-0" 12„ DO 2. O° E °° EGRESS E 12" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintela above ° Covered Porch o o 2 8 a E O 0° O°Ll I L11 I I I 1 1 IMF- x-= MASTER uUc BEDROOM I uo a u `r 8 O A- F _�8'-0" to 9'-8" A.F.F.° H u i Vaults Ceiling Flat Ceiling in GREIAT ROM ®� I O CoRod t hell' o I E H.B. I i'n Vanity to e I ) 34 /2"hig b I N N _� L I O n - o 2" x 6" knee -wall [�8'I-0" to 9`19" A F.F, Mrr O r I IV below counter top 'illill-/ I Vaulted Ceiling s" I I DINING OCABINE LINEN _— J Rod t shelf a 'rs� F\ ( ROOM Q W ® —�2 o Vanity to be O I I 34 Y2„high T High Wall Van Drger 'KITCHEN thro fi wall — — Uver-Bang it 8'-O" A.F.r. d {-� Flat Ceiling ° O o pper ca meta to D Oi 2" filler 1 v ext nd over Rer. 3'-p„q" g'-I' to — Rr O I E H 0 - BAT enq,g— — O ° o R—II Bates nwlation i E _Rod & Shelf _i W.H� N ® 4#iC E 4"� Steel 3allard I i detail — , I F I 22" x 54" 8 W I Provide auto Attic Access 0! q 7 O en coser with light O J -- - - - O 8'-0" A,F.F. Meter 150, Amp Flat Ceiling 4" �� -f Panel a 6'-O° 11'-6" �d ale © SECOND m �Q G� 4RAGE E ERGEN Y BEDROOM ° O in E EGRESS 2v ° MT �O qu Flat Ceilirc F ° `J o r-----------------, EGRESS a I Block wall in ° ° - garato be a� , E strucge k block I i O 1 ° 3 1„ a COVER D 12" x 12" concrete olumn block filled '1 I 0RC with con rate and (2) bars vert, tie i into lintels bove ' I 6' 2FAN I O - ° E OE °o 9'-0" 2'- 4'-2, 9'-6" 15'-10" S'-4" 3'-4" Install windows thru buck into blockl'mith 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ambe and 20" o.c. max. Exterior face et head and sill per product approval of wall —\ / Buck to be I" x 4" FT I"x4" P.T. Buck nailed to block with case hardened nails D e t a I I at I n d L S prior to window attachment Braden t Braden ,AI,A, PA Architects - Planners 417 S.E. Coconut Avenue Tel : (712) 287-8258 Fax : (172) 28'1-8283 E-mail: bradenala®comcast,net Stuart. FL 34994 UAAC000032 NTS Wynne Building Corp. , 2' Grard Carlton Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face of wall ---\ Attach buck to block wall with 1/4" dia. Elco comic screws with min, 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck L.)eLail at L.)oor N p crews thru jamb into buck ige and 15" o,c. max and prior to door attachment NTS Date Drawn Revisions : Sheet Comm # 3-'1-1(, 10-18-16 Product GARAGE Drawn by: Approval revision LE1=7 C.C.U. 2. 1 2 — 2 � Cheaked bg: D.R.B. OF 6 STRUCTJR AL DOTES 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 CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 28 DAYS ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WiTHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11, ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, 6. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 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 THESPLANS, E SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13 MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: I -I 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. �• 14, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 8. iL. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 GARAGE FLOORS TO BE SMOOTH TROWEL FiNISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO l�IIf * D,47 I O * I �= L.4 * I PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1, Ang changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #S bar vert, at .48" o.c. max. Provide (1) filled cell on each side of openings Upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'—O" to and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 24" o.c, unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss COmpang prior to truss construction 7. Contractor to provide for soil test prior to construction and provide a copy of soil test t0 architect for review prior t0 construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—l6 and A-35 Specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. SCALE: 1/4" = 1'-0" Termite protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe, #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap TYPICSECTIONS AL with concrete and 4" concrete slab with ribermesh OR at each filled cell one 45 bar continuous 6"x4" #10/10 WWM on 10 and Vlsqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE VxO 910/10 WWM on 10 mil Vlsqueen over clean compacted termite treated fill M --.I Grade °I i. — , III . I I IlkPORCH SLAB EDGE DETAIL 14"w x 14"d eone3rete monolithic lei I I I I footI ng with (2) tt5 bars coot. — SCALE 1/2 — 1'-0" 14" TYPICAL FOOTING DETAIL #5 bar vert. w/ 30" overlap SCALE 1/2" = I'-O" at each filled cell SEE TYPICAL �ECTIONS 4" concrete slab with fibermesh OR Adjust curb height CxC 410/10 WWM on 10 mil Vlsqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. VxV #10/10 WWM on 10 and Visqueen over #5 bar coat. #5 bar in curb clean compacted termite treated fill Step per 0, - O" e F.F. o. foundation plan Grade r .. (y ^ e ..j -m SE — — e m 10" (2) #5 bars cont. bottom steel 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 12" 14„ F 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = l'-O" GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" = 1'-0" block filled with concrete and (2) #1 bars vert. tied into lintals above Verifg house slab _ height in field Top of rooter IL" below finished floor �I 30"x30"xl6" concrete LoI 2" x 6" PT wood secured with column fooang With (4) 3/8"dia. x 0 anchor bolt at 18" o.c. bars = #5 beach way overhead door track secured to wood jamb per manufacturer's product approval 30° Garage Door Jamb Detail �j COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED ��-s IN PERMIT INFO BOX ON SHEET #1, SEE PRODUCT SCALE 1/2" = l'-C' APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL, Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conic. Fill To Be 3000 PSI See Floor Plan For Location E. Single Filled Ce!l Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be �000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (772) 287-8258 Fax : (772) 287-8283 E-mail: bradenaia®comcast.net Stuart. FL 34996 #AAC000032 b d 20'-0" 00 Oi OO_�_i_1_1 _0_E 00 FI —m0 — — — — — — ° — — — — �— v T I F F `_ I FI I Filled cell under I girder above I .. I 2-4 W I o J Rear Patio/Slab (rft I be r to poured separate from � I C the house slab. F4 M I Thicken footing to , 0 1 24% x 14"d x 2e4"L I FI under filled c II Q i n 1 under girder bearing. I DO 0 Rear Patio/Slab to be flush uith bottom or aloing door recess. Slope 1/2" I I I I 32'-8" • — — — — — — — — — — — FI I I I I I FI I I I 4" concrete slab With fiber�nesh OR 6"x6" #10/10 WWM on 6 mil Vlsqueen over clean compacted termite tr ated fill I I FI I I I I 1r) I I LE; a _0 00 i----------W.H. 1 4" 0 Steel Ballard filled is/ Concrete e I F v �— FS Q' o= E trio I I e t- I i 0 °-0 Oi in I M\P I '. 3 q) I ° 1 E u� u 'rum !L I 0 I I I FI i I I m I I O I F5 Refor _ rI l �— -- Recess -- F ._77rr Garage Door --- °——— — — — — —— Wes(. nne Building Corp, �2' Grard Carlton i Spanish Lakes St. Lucie Countg Florida C- o nrtlled� 12" x 12" concrete column with concrete and (2) #7 bar into lintels above I H.B. FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 1211D MONOLITHIC FOOTING WiTH (2) tt5 BARS CONTINUOUS F 30" x 30" x IG"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS 11F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" Date Drawn Revisions : 3-1-14 10-18-14 Product GARAGE Drain b6: Approval revision LEFT c..u. Checked by: D.R.B. Sheet Comm # 3, 12-2� OF 5 ROOF SHEETING ATTACHY1ENT DETAiL I. Minimum Nall Size = Sd ring shank (min. 2,5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws bas d on pressure for roof stated in permit Info box on t es e plans for zone 3 Area Ede Field Fastener Pressur Zone 1 410 Bid ring shank 45 par IKe Zone 2 4" C Bid ring shank % psf Zone 3 411 Bid ring shank 84 psf ** Zone 3a 1 6" 1 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on pres ure for r of stated in permit info box on these plans ?or zone Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie Filled cell steel into continuous beam block steel. Provide Cast -Crete = BUS-015/OT precast -- lintel set in mortar _ 4 Min. 8" Bearing Verify with Plan Concrete 12"x 12" /Lintel F I [fli Column Block Rebar Rebar 48 Bar Dia. M I —no verlap Column to Lintel Attachment NTS I I I I I L120 12'-O" I is,-v eF8-I1B/2T I 1#51 2 1#51 411 1 428 1 324 L1205 12'-O" 13'-4" BNI1-I15/2T ONE 1 1 #5 1 1 1 #5 1 1015 1 1T10 1 24 L140 14'-O" 15'-4" BPIL-0/2T ONE 1 #5 1 2 1 #5 1 1250 1 609 1 259 L160 W-OR IT-4" 8F8-I15/2'r 1 #5 1 2 #5 300 1 1-12 194 LILOB IL'-O" 17-4" BFI6-8/2T ONE I #5 3 1 #5 1 950 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRET9. - LINTELS SHALL BE FILLED SOLID WITH 3000 P€i CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTIRESSED. Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. e PT Buck ad per Jamb into idled cl 4" Pre -cast SIII Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous rooter steel. s4"I Cc crate Anchor. Per Me uieeurers Specs Poured Concrete or concrete block wall ,_i/a"Max. CBS WALL Sale: 1/2" = i'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocknig to Vert. leg of truss with IOd x 1.5' nails at 4" 1 d Install Simpson MGT into wall usingg cv 5/8" dia, threaded rod set min. 12" into wet beam and (22) IOd nails into trues, Poured7 Concrete or concrete block well Concrete Anchors Per ,.t-1 I Manufacturers Space w i v_ I � I a I € Aluminum Panel Sizes per manu'acturer 5ee Typcal Stud De:ml 1/8" x 3/32" Wing Nut w/ appropriate washer and Spacing per manufacturers Details \ Stud Detail — Stud w/ Die Cast Zinc NTa Nickel Plated Wing Nut 14• TRUSS BLOCKING DETAIL F'u5h I"lounted shutter Detail nts AT GIRDER STRAPPING AT CENTER BEARING POiNT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D T pe 2 felt paper using 8d nails. Substrate to be 19/3 CDX Plywood nailed at L o.c. in field - and edges with IOd ring shank nails into Studs. Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" and laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. m 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 roofp lan Max allowable uplift = 85.8psf 12 Simpson HETA 20 or equal 4 withlc(10) 10d�x 1 1/2"cnalla ! 24" ci supporting Max. 18101bs. uplift Aluminum Drip Edge t Fascia 2" x 6" Sub-F Aluminum Drip Edge f Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd 1s at each web "� i 1/2" thick stucco on $/a" hi -rib lath attached to horizontal and vertical wood 2" framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Kagcan full o vent vinyl soffit installed lainB, 1/8" dia shank x 15" long gale. roofing nails with 3/8° dia, head per product approval - we chart shoat #1 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tiad_� into lintels above thicken edge to 8"x8" with concrete and one 95 bar continuous BEYOND Top of footer 16" below finished floor IL.1111111= IN 5/8" thick light textured stucco on typical concrete block canstruction Varies - see plan 95 bar Vert. w/ 30" overlap at each Filled cell Rear Patio/Slab to be flush with bottom of Sliding door recess. Step per foundation plan a Slope per foundation plan Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD 'TRUSSES 9 24"o.c. TYPICAL f shop drawings bg manuracturar ) ra Yn x r O� m +3 Hfu as P- = Q N N V I N f° u O d E _ 00 NUNL I AiC Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom" - of top chords using (2) IOd nails at each truss Strap truss to wall using Simpson rl C.s I wren Jlmpson Pn= I Yt .GCJ 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into (22) truss beam IOd leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 24" o.c.) HETA 20 1810 supporting Max. lbs. uplift O N Uj 2 O d All drywall to a installed per FBC R 102.3.1 rT and shall meet all pertaining ASTM codes. io Mortar to be Type "M" onl proportioned per I'BC R601J HETA 20 and Mortar Joints shall compN with FBC 1401.2.1. Provide Our-O-Rock at all wet areas (ex, showers, tubs etc...) Fill cell with concrete and f" L A (U #5 bar Vert. (typicsU. �/ �f Max. spacing shall not exceed Wood set unless otherwise noted — OVERHANGS AT 1'�-O" UNLESS OTHERUJIBE NOTED ON THIS SHEET sae foundation plan Hates for Base spadl"g at openings — ROOF !`'ITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibmil Viesh em TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER 6"xd" #10/10 WWM on 6 and Vlaqueen over - clean compacted termite treated fill �- ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED 70 THE t ARCHITECT FOR APPROVAL iN WR171NG PRIOR TO STARTING CONSTRUCTION. I: IIII IIII �I — ALL TRUSS TO TRUSS CONNECTIONS BY 1'I''I'lli III = !i..11�' TRUSS MANUFACTURER a r O R-30 blown fiberglass °in bottom chord of trusses p 0 -1/2" drywall with smooth finish ao o = Two rows of beam block filled with concrete ,and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 n bar Cont. for bottom row over openings w rn 1/2" drywall over 1" x furring strips at 14" O.C. with R4.1 Fi-foil -insulation on typical 8" Block walls FAMANA rAffA I I W, WN M A 11 A INVISSWA, Emu I w®r I Union Corrugating Co. 2� ga. 5V crimp metal roofing 0) wood screws with t(asher Per Approval over 30 lb felt x 10 a) under agmemt matall.-d with min. +' aide laps cap$ with 1 1/4" ring shank nails spaced 6" ci,c, lW U 07 at a I il to stayered rows 12" o.c. in field. attachment detail Max allowable uplif Bi 41 SLOPE rngill =III==IIII=1 =1 = 1Ji- — ARCHITECT TO M VIEL TRUSS SHOP DRAUJINC�S PRIOR rill 14" FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION F3 Tcical Section at Front Fort CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE gala . 1/1" = 1'-n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden $ Braden AIA, PA Wynne Building Corp. Date Drawn Revisions : Sheet Comm 4 Architects - Planners Coconut Avenue ( 2 Grand Carlton 11 GARAGE --1-14 prawn by: 10-18-16 Product Approval revision TelS.E. Tel (��2) 28i-825S LEFT C.C.U. 12 - 2 � Fax : (172) 28��-8283 E-mail: bradenala comic ast.net Spanish LakesChecked St. Lucie Countg Florida CD c�kedBbg: Stuart, FL 34994 t#AAC000032 OF 5 PANEL "A" Poles BR Load Wire Description circ# circ# Description wire Load SR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal, water HTR 5 L Rene #L 12.0 kw 50 2 7 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 I 12 I 20 1.5 kw #12 13 14 Dishwasher 3t12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 17 is Recepts #12 -1 20 1 I 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 #12 - 20 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 -' ZO I 1 1 20 1.4 kw #12 25 24 Recepta #12 - 20 1 I 20 1.92 kw #12 27 28 Recepts 912 20 I I 15 #14 General Lighting 29 30 Recepts #12 20 1 1 15 #14 General Lighting 31 32 Recepts #12 - 20 1 1 15 #14 General Lighting 33 34 Exterior GFCI #12 -. 20 1 1 15 #14 General Lighting 35 34 Bathroom GFI General Lighting General Lighting s are #12 - 20 1 1 20 #12 smoke Detectors 37 38 #14 15 I 1 20 #12 Bathroom GFI 39 40 #14 15 I s are 41 42 PANEL "A" LOAD CALCULATION SHEET Load Description Qt - Watts Total(Watts) .General., Lighting (3, watts. Small Appliance. Circuits) Range .............................. .Refrigerator. Microwave Dish Washer . ................................................. Clothes.Dryer...................................... .Water Heater Water Pump ................................................... Garage. Door , Opener„ _ sq, ft.) .......................... 1135 3 5,205 2 1,500 3,000 1 12.000 12,000 1 1,200 1,200 1 1,500 1.500 I 1,200 1 1,200 1,200 1,200 I 5,000 5,000 I 4.500 4,500 1,800 1,800 I 810 810 Total Watts 31,415 First 10000 Watts s'100% 1 10,000 10,000 Remainder 21,415 1140% 1 O 10,966 Electric Heat or A/C 10.000 945% 1 ' 10.000 10,000 Calculated Load Watts 30,946 Volta e 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 129.03 150 Amps Electrical SImbol end S Single Pole Switch ® Recessed Can Light % Double Pole Switch ® Eyeball Recessed e Push Button Switch .St Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle o- 1 Wall Mounted Light grown at u circuit interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack CM I Carbon Monoxide Detector �2 Flood Light TQ Thermostat m Electrical panel © Central Vac g Electrical deter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack nest A/C Disconnect ® iO I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up i❑ Intercom MASTER BEDROOM 220 CFM 12xsxs 12xl2x9 B/A �° J 12xl2x9 go - �y H/A I Ell Vent_tljru ____ Soffit 4AATH AiC Meter k 150 Amp Panel PATIO/SLAB i C.rtR OIAT RM I I 163 CFM Center Registers on telling fan 163 CFM IOxIOx I \ IOxlOxl I ----� 12" 1 \ I o ' L- - - - - - F_ - w.H. 22"x5 Attic Access with light -- - - -� GARAGE r----------------- 7 I I I I I I I I I 1 I I I I I I I I I I I I I I Electric Notes: SCALE: 1/4" = I'-O" I. 2. Use copper wire onlg, no aluminum. Provide and wire all required smoke detectors. 17. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all ,4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFf protected. shall comply with all local codes and ordinances, and shall t. 8. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RM1602 A/C Refrigerant lines that are run thru must be 19. The electrical system shall be completely and effectively slabs sleeved in PVC rounded as required b C. 9 q y the latest edition of the N.E. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required, ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 14. all materials and workmanship Contractor shall For 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 occupar'cy, or one largest conduit or pipe from any other service. gear from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-l" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of Installation that may have been d8maged. 25. Dryer Vents to be installed per FBC RMIS02 DINING ROOM Exhaust Duct Thru Soffit n o H.B. 1 rR Al lax �- - Vent thru _ 1 �q �i' ,4 T HCT 4" l 4" Exhaust Duct Thru - - - Wall 1 P LLI, 1 LL.D. G I Install oule: O under disc. $ I 83 CFM not shown or N 14 , I2x6x1 clarity 0 Lc_ - ' A/C a34c SECOND #I I BEDROOM I I 12xl2x8 `1 B/A - Balanced Air Meter COVERED PORCH 0 - THERMOSTAT LOCATION 150 #2/0 Aluminum feed M I ''/9" Conduit 1 PANEL� 2" PVC ( 2" rigid service PPL sv #r to Is ConG°ppregewirn 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 0 v- MASTER BEDROOM PATIO/SLAB overed Pore'-\ T 1 1 \ I \\ Of U.A. GFI 11 ` \ Smoke / Carbon G R A T i Monoxide Detector R (1 O M Combo s 1 GFf �C 1 _ I -_ - - 16" \ I CLOSE 71 III DiNING _ G=� I ROOM 1 / / /i KITCHEN I L Monoxide Detect or 3'-21, 3 -2' Combo � %1 crones GF c \�CMJ 50 CFM F N I 42"h GF! W.H. // ko- 1 I 22" x 54 111 1 /? Cents ) \� 1 Attic Access \ \ L with fight 150 AMR 31 J/j✓ tO Panel \ i paneltional location ® S BEDROOM D R O O M \ Pull chain TviS \ light in attic \ GARAGE 1 � Garage �Of / Opener I GF I I I 1 / I i I �COVERE1'f / cL�7-^T2!CAL FLAN Braden t Braden AIA, PA Architects - Planners ,4I'1 S.E. Coconut Avenue Tel (712) 281-8258 Fax (112) 281-8283 E-mail: bradenaiagcomcast.net Stuart. FL 3�996 #AAC000032 SCALE: 1/4" = i'-Oi' Attic Venting Calculations FBC 230q.� Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. �2' Grand Carlt Spanish Lakes St. Lucie County Florida Post Light with / Photo cell I Date Drawn Revisions : 3--1-16 10-18-16 Product f f GARAGE Drawn by: Approval revision C.C.U. Chocked by: D.R.B. 6'-3" 3. , ` it eAA H.B. Exhaust Duct Thru Soffit Wire For Front Post Light Sheet Comm # E -1 12-2� OF 5 Esymbol SAFETY WARNING ntifies Life Safety Warnings that should be read tention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2•-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. Ali DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span o degrees Sprea er Bar or less F—'1/2 ag 4_APprox 2/3 to— ' Tog Line span approx Line t z f s REFER TO BCSI Truss must be set this way if crone used. Truss is on exomple. your truss may not match. nsist crane operator sets truss this way. / o pan REFER TO BCSI iss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A AIFzR HANDL1==F=:;,t NO-TE= 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. Li I z:) iA riAi-i GIC a - _ Garryll For Truss to Truss Connections see hanger/connector schedule in engineering package. Nails must be as shown. Guide tabs Dome angle nails. SEAT PLATES BY CHAMBERS LP Ln r 'V. or INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r— upset=114" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 12 4.00 F— 12 2.00 8$ " upset=114" heel=3 15116" , PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A Is A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH 1l Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT ,. FABRICATION AGREEMENT• 'SRUSSES CANNOT BE STARTED UNTIL THIS AGREL;W 18 SIGNED A RETURNED The Wool description of that properlywhere the bump wN be Installed lic . Trusses wa be made In strld accorlande vdtit tltla Wae plaeamaM diagram layout, A Is the sole authority, for daternlning wccess 41fabrication of the Wawa Ag dmenalona In thh layout have baton varitied by p e undersigned. UMess written notice la provided by cerNlled malt to Chambero Tnrsa within ten (1g, 101 daovary the Underolgned agrees that n0 baekG,er9ss, wrl be apowrod. In tiro event I vrtltten notice Is fumlehetl Chambers Tlws chap have throe (3) burs days In which IgIn repairs roadrod, onto subetltNe other Wseea, at Chambers optl8n 'pse underslpned adulowledpss receipt of "SCSI 1=03'summarysheet by TPI8 WrCA pagvery Is b JoD she. N la the buysrs'rosponslblllty to make the Job she suitable for pry. Chambers Tnrss has the sole authority b detamllne me cultablgty of the Job alto of a 1n o/titeJob eke far dellvory. Chambers Tn»e wig bat roaponefble for dump delivery of is buyer N rosponslbls for addNlonal delvery expenses N Chambers Trues has to rodelhrer use Job arse Is not prepared for rwlDle ambers Tnrss for lowing Door's due delNry or buyer is not prepared for delivery of busses, �pls rospoto Chto site conditions Bibs as Mown In paragraph 7 bstow M subject to change N only chan9ea are, made In sydut A $oo per hour fee for revision may be charged by Chambers Truss. ' 11tttlb b a PURCHASE ORDER to Chembers,Tnns of the sum agreed to, or N nq NneM a reaeorisble price. Invoice WIN be made on delivery and pall wlthIn terms of net` 011,11117. Invoice may be made at scheduled date bf delvery N buyer cannot accept my of fabricated trusses. The undersigned agrees to pay Chambela.TNea reasonable lays fee for collections In event of payment not timely made. 1-12 % per month selvlce la WIN be added for er sums not paid within terms. ilgnafure or InWels anywhere on this sheet oonstldmes agreement to all ternahereb. In conoklerstlon of Chambers Truss extending Credit for this matedel tits rain. gned idnionaOy, guarantees payment when due of any and all Indebtedness oared to Ibers Truss by arty Willy receiving material and the undersigned agrees to pay such tallness Including aQomaye fees, N default In payment for material be made by the mt. In the event of arty Iltigation concerning qua agreement, the :tams Nmislsed hereunder rmenta retained to herein, the. parties agree that the sole venue [or arty such action well Iht kinds County, Florida. , D,Wgn rosponslbtilties are per "National Standard And Recommended Guidelines on malbMas For Consbuctlon Using Metal Plats Connected Wood Trusses rPWWTCA 4-2002" - 9m e wspreaoeroa►►ratrro r� �T�I T�Rf"tD prava,dlrtJtayBr darr,aBa, . aMiiltlple ply trusses must be fastened together per engineering � ore they are aef, failure to do so can resulting roof collapsl kgjilporary and permanent bracing are required and can save life 3.and property and is the responalbillty of the truss erector. t t:> $grey the contents of the Information packet Included on dell"ry?';` before Setting trusses. i'�TyTt}xm nwedbessiand braced perdaslgn to rtWwyS Trusses must be sit pidmb and Square Do riot'set bunks or stack of plywood, roofing material or any ..,:putter c.dficentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT Z. -,USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES ;.,,.'CHAMBERS TRUSS INC 3105 Oleander Avenue i,•1:.,. Fort Plerce; Florida 34982-6423 t 800-551-5932 �irdj#Ptaroe 772-405-2012 Fax 772-06-8711 '�!ero Beach 772-560.2012 Stuart 772-2804302 ' Wah 31tae CHAMBERSTRUSS.COM The Architect's or Architect's repreaentative's JeNOT a- "douhlt chock" of the contractor. The contractor shall remeln responsible for checking field measurements and other construction criteria. *Architect's approval covers general roof shape, review of truss strapping, and loading on structure from ravity and uplift loads and their r s ctive loco io s. Approved By: Date: ,grade Braden A.I. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0 S'� Loading in PSF Roof R.D.L. Top Chord Live 20 o Top Chord Dead 7 4.2 r o - Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 of `,� TOTAL Load 37 7,2 .2 " c Duration Factor 1.25 0 Wind Speed 165mph w Top Chord C.B. Sheeting by builder. z 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 3'-4" 5'-4" 15'-10" v /I/ < 34' GARAGE RIGHT 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT —. wauoe en voau Luau V.O.—I ununuous uracm Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: ft !u/y/, f— Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 �y°g3 7 Rd W 7