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HomeMy WebLinkAboutbuilding plans8'-1" T.O.B. 12" 0'-0" = Finished Floor H. 12 4 1 SLOPE 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 relt 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 V o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be I9/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per shooting attachment detail on roof plan Max allowable uplift = 85.8 psf I O 5/8" thick light textured .¢ stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATiON 5/8" thick x 8"w cut oral finished stucco bands 3 SCALE: 1/4' = 1'-0" Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 1211.4 Attach roofing to deck using #q x 1.5" wood screw& with washer Per Approval over 30 lb 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 stagggerad 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 \ 0 Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w cut coral finished stucco bands Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 1211A Attach roofing to deck using #q x i." 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 1 114" ring shark nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 14/32 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 SLOPE 4 TERMITE TREATMENT REQUIRED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBI S OF THE C0MCTAR OF RECORD � "011 ■II 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATiON ELEV/"�TIO>\l >NCOTES: 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 SLOPE 4 a !/8" thick light textured stucco on typical concrete block construction °'-O ------------------------------------------------------------- FIGHT ELE\/ATi0N SCALE: 1/4" - 1'0" Product Approval Submittal Affidavit Opening Schedule Swing Doore, Overhead Doors, Sliding Doors, Ifindows do Skylights Opening P g NOA FL / Product Model # Manufacturer Glass Attachment method ass ration �e Dap Design Pressure of Approved Testa Type NUMBER It,22,3 FL# 114gq .2 Single Hung Serves 185 Mind 3/16" iln ia. Toptow/ min. 1 114' penetration at 6" max, from each corner and 19" D.C. thereafter thru PT Buck +41.2/-50.0 psf and doors Into solid filled CMU wall A I6-0330.02 Overhead Model 824 9'-1" max width DAB Install track to buck per product approval and per manufacturer's recomendauone• 10-9-21 +50.0/-60.0 par Garage Door IL'-O" max haiiiht I Attach Buck to Well using /9' x 6" anchor bolts at 18' D.C. B FL# 15221.1 Fiberglass Smooth Wood Plas ro/Nanya P Elco I/4' ilia. tapcon with min 1.25" embedment at 6" max rners and 14" D.C. thereafter in Jambs. from corners + 45.0 PSF - 9ees ggram series o fiber leas Plastics Corp bawd on SCHLAGE hardware. Sliding Glass Mi Windows 3/16" die. Tapcons w/ min. 1 114' penetration at 6" may. 40.0 PSF C FL# 15332.2 Door Series 120 and doors From each corner and 19" D.C. thereafter thru PT Buck ± Product NOA/FL Model IIIManufacturer Attachment Method TE Expiration Design Pressure of Approved Tests NUMBER Date 5144 Mi Windows For CMU use (4) 304" dia. tapcons with; min 1 1/4" penetration with anc ors locate per product approval drawings. ± 44.2 PSF Mullions FL# 15353.2 vertical mullion and doors MFG TO PROVIDE REBAR iN MULL Roof 5V Crim p Union Corrugating Cc 2f ga. 5v crimp metal r ofing attached to der�k wing 1.5' q over Titenwm UOL {5plus FIELD: FL# 1211.4 Metal Roofing Union Corrugating Cc L9 x wood screw, with washer per approve underlayment installed with min. 4' wdT laps and 6 and laps faatene with corrosion resistant tin caps and with 1.25 ring .hank Hells spaced V D.C. at Attached deck all -85.8 PSF Edge and Perimeter: INSTALLATION laps and two steQgered rows 12 D.C. in field. per sheeting attachment deteir on roof plan -113.1 PSF METHOD: A -IS Siding stucco on Block Soffit 15-1021.02 Model T4 12" vented Kaycan Installed using any apyroved anchors as shown in product approval. Contractor to strict11 adhere to the product approval for the use 4-20-21 +55.0/-35.0 PSF Vin I Soffit Hurricane 24 Gauge Global Prota tion Installed using any approved anchors, as shown in duprfor oduct adhere to the approval a io +55.5/-12.0 PSF Panels FI# 150%.2 Storm Panels Products LLG Contractor o strictly product I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" .H. 5/8" thick x 8"w cut coral finished stucco bands t� 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 cape with 1 1/4" ring shank nails spaced P' o.c. at all laps and two stagggered rows 12" o.c. in field. Roof deck to be Iq/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 Finish Columns With Z_ � 6/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATiON 2" x 4" top plate 11 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at IG' O.C. base -board II II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermash OR C"" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WOhh ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT j1WMAY BE NECESSARY -IN ORDER TO. COMPLY WITH ALL APPLICABLE CODE*, '-0" = Finished Floor \.s_ -.s_ -s a-•--a---'O' -v:-'O'--�T \ Flnlsh Columns with 5/8" thick cut coral finished stucco bands->110�.-014? ST. L r 4UNTY RIJR Tx*r{: nIV1SiON REVIEWED FOR MPLlANCE R-VIEVI �� J �i1YNTUt�gt_Cq%rl DATE dJ SCALE: 1/4" = 1'-0 PLANS AND PERMIT MUST BEKEPT 7:.,,i0': OR NO INSPECTION WILL BE b11-. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be I9/32" COX Plywood nailed at 6" ox, in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 -mail SCALE: 1/4" = 1'-0" M 5/8" thick x 8% cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorgg: iI Wind Velocity: 165 mph ultimate Mean Roof Height: ll'-gL Roof Pitch: 4:12 Internal Pressure Coef}icent: ±o_a Subjectabditg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3,_f Wind Speed: 145 mph ultimate Wind Exposure Classification: Ciwl�o�ifeT Adjustment factor for Exposure Height: 1.21 x 0.6 m 0.121li ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.60L+0.60L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20,6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 oaf Components t Cladding Well End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Roof Zone I Wall Zone: 5. +35.8/-41.8 pal' Wells Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ® = Roof Zone 2 Yls Walls Zone 5 Are Components an Cladding Det s Provided? Yes 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 2- ROOF LIVE LOAD: 31 paf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _±L_ of FLOOR DEAD LOAD: sf JOB ,ADDRESS nLS Braden t Braden AIA, PA Wynne Building COrp. Date Drawn Revisions : Sheet Comm # Architects - Planners 3-1-14 10-18-16 Product 411 S.E. Coconut Avenue 2' C r a n d Carlton i GARAGE Drawn by: Approval Revision Tel : (112) 281-8258 RIGHT 12-2-1 Fax : (112) 28'1-8283 E-mail; bradenala comcast. net Spanish Lakes St. Lucie Count Florida Checked b y. Stuart. FL 34994 #AAC000032 0.R. OF 6 e FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'—O° N.T.S. 36" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding with work. Flange with 4 - 3/61, 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... tohave slab r3/a°t so ks1 steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2'1` 2�2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 0 ALL Concrete used for vertical filled cells, cont. tie beams etc.. to I0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �3iTo 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702,3.5. 0 7- 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 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 EH. = Water Heater 15. Wall and Ceiling shall have a flame —spread classification of not greater than 200 pper FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke —developed index of not greater than 490 per FBC R302.9.2 1-1. All exposed attic insulation materials Installed on attic floors Shall have a critical radiant I" x 6" P.T. Buck flux not less than 0.12 Watt per square centimeter. Exposed foam plastic insulation block with case hart materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attac 18. With F.B.C. R316 — see permit info box of code edition G psum board material shall conform to ASTM C36, C719, C4-15, C514, C630, C931 C460, C1002, C1047,C1177, C1178, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum framing members Nails Screws 21, �' x min. thickness Ceiling Perpendicular 24" -1" 12" 13ga 13/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 OR Walls Either 141, 8" 141, 0.080" dia. xx 1 5/8" long with 15/64" head Direction OR Gypsum board nail 0.086" die. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 7 12" 130a 1 5/8 011oong with 19/44" head 0.098" diameter x 1 3/8" Ion -ringed or 6d cooler null eannular 0.092" dia. xR 1 1/8" long with 1/4" head Walls Either 14" a" 16" Direction OR Gypsum board nail 0.0915" dia. x I 7/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 4" G.C. Max. from each corner and 20." o.c. Max thereafter at head per product approval Use 3/1C tap -con with 11/2" penetration at 4" o.c. max. from each corner and 20" o.c. max thereafter at sill per product arc 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A137.1 20. Cement, fiber —cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and Installed I.A.W. manufacturers recommendations shall be used as backer for the Wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor —ceiling assemblies, roof —ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanging smoke E 84. developed index not to exceed 450 when tested in accordance withh ASTM Insulation shall comply with F.B.C. R316. Union Corrugating Co. 24 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 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant 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 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 Walla ( 24" o.c.) suppportirting Max. 4 Islo bs. upllft Aluminum Drip _-� Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vmlil soffit installed using 1/8" dia shank x 1 5" long galv. roaring male with 3/8" dia. head per product approval - see chart sheet ttl 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell W cod Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses /2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and 11) #5 bar Cont. for bottom row over openings 1/2" drywall over I" x furringg strips a 14" o.c. with R4.1 frfoll insulation on typical 8" Block walls All drywall to be installed per FBC Ri02.3.1 and shall meet all pertaining ASTM codes. m 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...) Fill call with concrete and (p #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 CX4,, #10/10 WWM on 4 and Visqueen over clean compacted termite treated fill _�1111 11111�,1111= IIII���,Ji I4" x 14" Concrete footing with (2) 45 bars Cont. and #5 transverse bars at 48" O.C. TION Scale : 1/2" = I'—O" to Masonry Beam / Wade Head fixed door sliding door I/2" AREA CALCULATIONS Living A/C = 1.4.46 sq. ft. Front Porch = I41 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2' Shl 2" VTR J1L I I I I 2N VTR Masterr�� JiL Bath I IL v: I 2" Lay. 1 4" 1 2" VTR U3C, JIL I 1 � I S" I Kit, Smk I Kitchen 2" Lev. 1 3" w.c. Bath #2 sol 3' C.O. To Sil FLUMBING� RISER 8'-6" EGRESS \ 12" x 12" concrete column block filled with concrete and (2) #1 bars vent. tied p Into lintels above o 01 Covered Porch " O c O - 0 o a a o eG1 p Of_'�., l� =n I © MASTER " BEDROOM 8'-0" to 9'-I A.F.=. n Vaulted telling 8'-O" A.=.=, Flat Ceiling N= GR A7 RgOM o I ® o N 1 Rod l shelf CD 0 19'-81, 4 _ 4' Vanity to e 34 Y2"high ry I iI 9 - ry (h H.B. �n W-O" to 9'-e" A.F.1 . 2" x 6" knee -wall o L .JET ( D 0 Vaulted Ceiling below counter top fe O M I I rr, r DINING ROOM 1 h F 8" LRod Shelf LINEN AIINEN SNET 1" x 4" P.T. Buck nailed to O block with case hardened nails prior to door attachment a O Masonry Wall BF. ottom Track �-Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with 51 l d i n g D oor D e t a l l from penetration at 6" ." max. from each corner and 20." o.c. max thereafter at ,lambs per product approvaljamb At Masonry Wall NTS window Schedule Mark Size Rou h Coen. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3 %s" S-il 63%1' Single Hung ZONE 4 2, 4'-2%s"x 5'-31/8" '15" x 63%' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2l%;'x 38%a" Single Hung ZONE 4 4'-2%a 54%a x 54Ya° 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 manufacturer s specs prior to construction 1 Door Schedule 7 Mark Size Rou h O ening Door Descrl Lion PRESSURE ZONE A 9'-0" X 7'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X 4'-8" 41 /i"x 83%° Fiberglass Panel � inswing ZONE 4 C 6'—O" X 6'-8" �4" x 81 %2" or' �; osew Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-=old Finished 24" x 81 !2' E 2'-4" X 6'-8" Solid Core - Wood - 4-Panel F 6'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1 %" Solid Core Wood, Steel, or Masonite moor H 2'-8" X 6'-8" Solid Core - Wood - 4-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X iI Solid Core - Wood - 4-Panel - BI-Fuld ALL Exterior doors to withstand pressures stated in permit info box On sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Braden t Braden Architects — Flail 41-1 S.E. Coconut Tel : (772) 287—f Fax : (772) 287-E E-mail: bradenaiaBcoi Stuart. FL 34994 #AA 1 a ae Vanit to be 34 Y2 iy' high I �� 0 BAT o � a 0 O I l Ball KIITCHEN i - I N � ` H. " D $ ATH I Rod It Shelf O N o m� W u�U U c v LLN 8'-0" A.F.=. Flat Cedirc m� SECOND HE BEDROOM C Q , EGRESS 7ver-Tsang 8'-O" A.F.F. OIL N Flat Ceding — IL Upper cabinets to extend over Ref. NI I �en s Ret.[Z\� I yy�� al u — — '>YeaY — — lie" cLuf N ®K ��,,,1� -II all� Steel Ballard LU�atdetel Qn this sheet 122" QAuic Access Provide autowith fight 1 closerL__� I 150 mp Om Panel B rc E ERGEN Y T 12" x 12" contra a column block filled COVERED ith concrete and (2) #'1 bars vert. tied ARCM I in Into li tals above IE " 2'-e" 34'-O" Install windows thru buck into block with 3/1V tap, con with 1 1/2" penetration at 6 ox. max. from each corner and 20," me, max thereafter at .Iambs and 20" o.c, max. Exterior face at head and sill per product approval of wall -- —\ / 1 Book to be I" x 4" PT x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND D e t a l l at W I n d 0W S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS 8'-4" =tat Ceding p N r----------------- i Block wall in garage to be -- 7 struck block I I I I I I I I I I I 9'-0" > 1 Ill 3'-5" 15'-10" Vent A/C o eter N O I <r O 67 Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 4" PT Buck of wall ED'cries tt8 wood screws thru jamb into buck at each hinge and 15" o.c, max and Detail at D oor prior to door attachment NTS AlAt FA W nne Bulldln9 Corp. Date Drawn : Revisions : Sheet Comm # hers . 1 � 2 Grand Car 1 t 11 GARAGE 3-1-14 Drawn by: 10-18—I6 Product Approval Revision 125$enue on RIGHT C.C.U. 2 . 12 - 21 1283 Spanish Lakes St. Lucie County Florida Checked b y C000032 D.R-B. OF 5 TFLUCTURAL NQTES: ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11, 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13, MACHINE COMPACTED TO A MINIMUM OF 2500 FBI IN AREA OF BUILDING CONSTRUCTION 4• TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. '1• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE is. ATTENTION OF THE ARCHITECT. IL. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FiNISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR li. FOLAD/4710N. �=L/4N 'd- ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, ill. A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE 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. Boll conditions assumed to be 2500 psf. Should ang other conditions be encountered, the architect shall be notified in Writing for revision 4. Verifg all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #5 bar Vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—II" 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) (o. Contractor to provide for Form Board Surveg — Form Board Surveg to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing Steel Shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. G #5 bar wart. w/ 30" overlap �_zSEE TYPICAL at each filled cell ,SECTIONS 4" concrete slab with fibarmesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill = I III 14"w x 14"d concrete monolithic footing with (2) #5 bars tort. 14" TYPICAL FOOTING DETAIL SCALE 1/2" = i'-O" 4" concrete slab with flbermesh OR 611x4" nIO/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o' foundation plan #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOLUN SCALE 1/2" = l'-O" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer IL" below finished floor Verify house slab height in field I��ss ®1ev I�1�n An- 2IV c DETAIL 30"x30"x14" concrete column (Footing with (4) #5 barg each way Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE m N = — SCALE: 1/4" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfllling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with ribermesh OR L x6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ L— law SCALE 1/2" = 1"0" SEE TYPICAL SECTIONS 4" concrete slab with fibermesh OR L"xb" #10/10 WWM on 10 and V%queen over clean compacted ,termite treated fill �1 IIIII�, I111= "!_�l4"w x 14"d concrete monolithic footing with (2) #5 bars cont. / GARAGE CURB DETAIL 5GALE 2" x L" PT wood secured with \ 3/8"dia. x L" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detall 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, 0 v Filled Cell Masonrg Column With One 95 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan gFor Location Single Filled Cell Column_ NTS Filled Cell Masonrg Column With One #5 From Footing To Beam Each, Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cel! Column NTS ao'-o" — r — ° ° O O O L; —i Filled cell under - girder move FI I - Rear Patio/Slab �to I be poured separate T L 4 From the house slab. m - IL Io 00 r Thicken footing to I 24"w x 14"d x 24"L a I under filled cell FI I ° 7° Q QQJ under girder bearing. Or — — — —— — — —— — — -- I Rear Patio/Slab to ° I be flush with bottom of Full _a I sliding door recess. " Slope 1/2 ua n v cc v _i I NU- -1 I I �I I I FI Z ❑I 0 I I � I 4" concrete slab with flbermesh OR I H.B. 4 x6 ItIO/10 WWM on b mll Vlsqueen over clean compacted termite treated fill vim � I I Fll _ o °I I N - o 1 0 ° Io I I I 77 a00 n �I — — — a I FI r W — I 4"4 Steel Ballard Ofilled w/ Concrete I #I r a ■ I a aJ �I I ❑ vm �Uc u �O i I I u ZL J m to LLN I I I +Jy E� I a _ _J EiI �B o I N ■ I UB cap I �- FI 00 `u I ❑ OL——— --- — —- �`► "�U -77- F5 I -T-° ° a a I T*- ° - cp u [ ° J— I a s U1 i x w r Recess for I�—�-•- �—=--- r—°T Q a u____ —�� a a Garage orOO OO F 3 L W, 'J2" x 12" concrete column block filled with concrete and (2) #1 bars vert. ted Into lintels above FOOTING SCHEDULE Mirkl size Description FI 14"W x 14"D MONOLITHIC F0071NG WITH 2 #5 BARS CONTINUOUS 2111.1.1 X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY e"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 With With th Curb at Garage x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB a O'—O" Braden it Braden AIA, PA Architects - Planners Wynne Building Corp. Date Drawn : 31-1-I4 Revisions : 10-18-16 Product Sheet Comm # 41'1 S.E. Coconut Avenue ( 2 Grand Carlton 1( GARAGE Drawn by: Approval Revision Tel : (112) 287-8258 RIGHT C-C.LJ. 12 — 2 7 Fax : (112) 287-8283 E-mail: bradenaia®comcast.net Spanish Lakes t St. Lucre County Florida Checked bg: D.R.B. Stuart, FL 34994 UAAC000032 OF 5